CONTRACT 6038 Public Works Contract CLOSEDAgreement No. 6038
PUBLIC WORKS CONTRACT
BETWEEN
THE CITY OF EL SEGUNDO AND
A.J. FISTES CORPORATION
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO. PW 21-04
This CONTRACT is entered into this 171h day of March, 2021, by and between the
CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and A. J.
FISTES CORPORATION, a California Corporation ("the Contractor").
1. WORK.
A. The Contractor will provide all work required bthe 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 five
hundred Eighty-one Thousand, Six Hundred Twenty Dollars (tl l fi2.00` 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. 6038
4. TIME FOR PERFORMANCE,.
A. The Contractor will fully complete the Work within Fo 40 working days
(the "Contract Time.")
B. The Contract Time will commence when the City issues a Notice to Proceed.
The Contract Documents will supersede any conflicting provisions included on
the notice to proceed issued pursuant to this Contract.
C. The Contractor may not perform any Work until:
The Contractor furnishes proof of insurance as required by the Contract
Documents; and
ii. The City gives the Contractor a written, signed, and numbered purchase
order and notice to proceed.
D. By signing this Contract, the Contractor represents to the City that the Contract
Time is reasonable for completion of the Work and that the Contractor will
complete the Work within the Contract Time.
E. Should the Contractor begin the Work before receiving written authorization to
proceed, any such Work is at the Contractor's own cost and risk.
4. DISPUTES. Disputes arising from this contract will be determined in accordance with the
Contract Documents and Public Contracts Code §§ 10240-10240.13.
5. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City
will promptly inform the Contractor regarding third -party claims against the Contractor,
but in no event later than ten (10) business days after the City receives such claims. Such
notification will be in writing and forwarded in accordance with the "Notice" section of
the Contract Documents. As more specifically detailed in the Contract Documents, the
Contractor agrees to indemnify and defend the City against any third -party claim.
6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with
a Taxpayer identification Number.
PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole
expense, will obtain and maintain during the Contract Time, all necessary permits, licenses,
and certificates that may be required in connection with the Work.
8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps,
models, photographs and reports prepared by the Contractor under the Contract Documents
are the City's property. The Contractor may retain copies of said documents and materials
as desired, but will deliver all original materials to the City upon the City's written notice.
Agreement No. 6038
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 City TheContractor
Cheryl Ebert Anastasios Fistes
Senior Civil Engineer President
City of El Segundo A.J. Fistes Corporation
350 Main Street, 2214 Atlantic Avenue
El Segundo, CA 90245 Long Beach, CA 90806
(310) 524-2321 (562) 424-2230
cebertO),else�or ajfrstcs0),gmai1.com
Any such written communications by mail will be conclusively deemed to have been received
by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid
and properly addressed as noted above. In all other instances, notices will be deemed given at
the time of actual delivery. Changes may be made in the names or addresses of persons to
whom notices are to be given by giving notice in the manner prescribed in this paragraph.
Agreement No. 6038
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 Contractwill 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.
Agreement No. 6038
IN WITNESS WHEREOF the parties hereto have executed this contract the day and
year first hereinabove written.
CITY EL OI..1N i
Scott Mitnick
City Manager
A'I`"I"E� w "
Tracy Wea er,
City Clerk
APPROVED AS TO FORM:
MARK D. HENSLEY, City Attorney
By VL<�2for
David H. King,
Assistant City Attorney
Insurance Reviewed by: -))
Taxpayer ID No.
Contractor State
License No 7:),c�
Contractor City Business
License No.:
Agreement No. 6038
PROPOSAL
FOR THE
CITY HALL WINDOW REPLACEMENT PROJECT
Project No.: PW 21-04
Date 4-1--, 20
w
Company Name �
TO THE CITY OF EL SEGUNDO:
In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned
BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals
required for the above stated project as set forth in the Plans, Specifications, and contract
documents therefor, and to perform all work in the manner and time prescribed therein.
BIDDER declares that this proposal is based upon careful examination of the work site, Plans,
Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid
shall be considered evidence that the BIDDER has satisfied himself regarding the contract
documents, access and any other field conditions which may affect bid prices. If this proposal is
accepted for award, BIDDER agrees to enter into a contract with the City of El Segundo at the
unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that
failure to enter into a contract in the manner and time prescribed will result in forfeiture to the
City of El Segundo of the proposal guarantee accompanying this proposal.
BIDDER understands that a bid is required for the entire work, that the estimated quantities set
forth in the Bid Schedule are solely for the purpose of comparing bids, and that final
compensation under the contract will be based upon the actual quantities of work satisfactorily
completed. THE CITY OF EL SEGUNDO RESERVES THE RIGHT TO INCREASE OR
DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY
ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include
all apparent expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid,
unit prices shall govern over extended amounts, and words shall govern over figures.
If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S
default in executing the required contract and filing the necessary bonds and insurance
certificates within ten working days after the date of the City of El Segundo's notice of award of
contract to the BIDDER, including sending by U.S. Mail a Public Works Contract for signature
by the Awardee, the proceeds of the security accompanying this bid shall become the property of
the City of El Segundo and this bid and the acceptance hereof may, at the City of El Segundo's
option, be considered null and void.
EQUAL EMPLCIYM.ENT OI"PORTUNITY COMPLIANCE
Agreement No. 6038
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 DECLARATION
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. 6038
BID SCHEDULE
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
M. Company Name:G'wDwmt,�
r ♦ c1 . "T" iTI+IWXQ
DI-13r. D1L 11 L` lrlu
Item
No. Description QTY
Mobilization / demobilization (maximum 5% of 1
1 total bid)
Hazardous materials abatement per Cal/OSHA
2 and AQMD requirements, in accordance with 1
the Contract Documents and applicable laws..
Unit
LS
LS
Unit
Price ($)
Total
($)
Ef
Demolition, including demo of existing
windows, protection, removal of louvers, 1
LS
3 removal of tile flooring, removal/storage of hand
rail, in accordance with the Contract Documents.
Procurement and installation of new windows,
t
4 including frame, glazing and caulking, in 1
LS
I
accordance with the Contract Documents.
Preparation and painting of existing doors, door
5 frames, door lites, and window frames, in 1
LS
accordance with the Contract Documents.
Finishes — patch/repair ceilings, drywall,
6 ceramic tile, reinstallation of handrails, in 1
LS
accordance with the Contract Documents.
in
Installation of interior window shades,
1
LS
l�
accordance with the Contract Documents,
8 Miscellaneous improvements as determined L�—
LS
$5,000.00
$5,000.00
necessary by the engineer.
[NEXT PAGE FOR BID TOTAL]
I-C-3
Agreement No. 6038
TOTAL BASE BID FOR ITEMS 1-8 IN FIGURES =
TOTAL BID WRITTEN IN WORDS:_...._.��
m -
in 0-2
(NOTE: THE AWARD TO THE APPARENT LOWEST BIDDER IS BASED ON THE
TOTAL OF BASE BID ITEMS 1-8 ONLY. ALTERNATIVE BID ITEMS SHALL NOT
BE CONSIDERED AS PART OF THE LOWEST BID.)
All work shall be per these specifications and attachments. Prevailing wage rates apply. The
City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and
to take all bids under advisement for a period of ninety (90) calendar days.
ALTERNATIVE BID SCHEDULE
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
AT,TF.RNATTVF BID ITEMS
Item
Unit
Total
No.
Description
QTY
Unit
Price ($)
($)
IA
Paint concrete on exterior of building, in
1
LS
accordance with the Contract Documents.
I-C-3
Agreement No. 6038
BIDDER'S INFORMATION
Company Name: 1"
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 C a�
Telephone No.
Facsimile No.
State Contractor's License No. and Class'" ?25° '�
22
Originalf following are names, titles addresses, and phone numbers of - � �
�_. Expiration Bate - -
The fo g all individuals, fine
members, partners, joint venturers, and/or corporate officers having principal interest in this
proposal-.
mm,
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-4
Agreement No. 6038
BIDDER'S INFORMATION (CONTINUED)
Company Name:
Bidder shall list the name of the person who attended the mandatory pre -bid job walk:
Name:
Title:
I-C-5
Agreement No. 6038
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles,
hands,
and seals of all aforenamed principals this day of "' , 20�.
BIDDER
Subscribed and sworn to this day of , 20_.
NOTARY PUBLIC
I-C-6
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,,
Subscribed and sworn to (or affirmed) before me on this 2 day of February
2021 by Anastasios Fistes
proved to me on the basis of satisfactory evidence to be the person(s) who appeared
before me.
(Seal)
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
www.NotaryClasses.com 800-873-9865
.. . �..�
µ� TAMMIE LEIGH ANZEVINO
" xr Commission No. 2165947 Z
U " k NOTARY PUBLIC-CALIFORNIA n
Z LOS ANGELES COUNTY
My Comm Expires SEPTEMBER 26 2020
INSTRUCTIONS
The wording of all Jurats completed in California after January 1, 2015 must be in the
form as set forth within this Jurat. There are no exceptions. If a Jurat to be completed
does not follow this form, the notary must correct the verbiage by using a jurat stamp
containing the correct wording or attaching a separate jurat form such as this one with
does contain the proper wording. In addition, the notary must require an oath or
affirmation from the document signer regarding the truthfulness of the contents of the
document. The document must be signed AFTER the oath or affirmation. If the document
was previously signed, it must be re -signed in front of the notary public during the jurat
process.
• State and county information must be the state and county where the
document signer(s) personally appeared before the notary public.
• Date of notarization must be the date the signer(s) personally
appeared which must also be the same date the jurat process is
completed.
• Print the name(s) of the document signer(s) who personally appear at
the time of notarization.
• Signature of the notary public must match the signature on file with the
office of the county clerk.
• 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 jurat form.
Additional information Is not required but could help
to ensure this jurat is not misused or attached to a
different document.
Indicate title or type of attached document, number of
pages and date.
. Securely attach this document to the signed document with a staple.
PROPOSAL GUARANTEE
BID BOND
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
KNOW ALL MEN BY THESE PRESENTS that,
Fi tes Corporation , as BIDDER, and
Specialty insurance Company , as SURETY, are held and fimnly bound unto the
Ten Percent of the
City of El Segundo, in the penal sum of gta Arnaunt aid DOLLARS {$�o°i° , 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. *of the Bid
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
25th day of January, 2021 .
BIDDER*
2214 Atlantic Ave.
Lona Beach. CA 90806
801 S. Figueroa St., #700
SURETY*
Saecialtv Insurance Cornpanv dos An eles, CA 90017
A
Tel: (310) 957-3082
Matthew R. Dob ns, Attorney -in -Fact
Subscribed and sworn to this day of , 20
NOTARY PUBLIC
*Provide BIDDERISURETY name, title, address and telephone number and the name, title,
address and telephone number for authorized representative.
I-C-7
Agreement No. 6038
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POWER OF ATTORNEY
AMERICAN CONTRACTOR'S INDEMNITY COMPANY TEXAS BONDING COMPANY
UNITED STATES SURETYCOMPANY U.S. SPECIALTY INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding
Company, an assumed name of American Contractors indemnity Company, United, Slates Surety Company, a M aryland corporation
and U.S. Specialty insurance Connpany, a Texas corporation (collectively, the "Companies"), do by these presents mane, constitute
and appoint:
Ashley M. Spohn, Randy Spohn or Matthew R. Dobyns of Santa Ana, California _.
its true and lawful Attomey(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority
hereby conferred in its name, place and stead„ to execute, acknowledge and deliver any and all bonds, recognizances,
undertakings or other Instruments or contracts of suretyship to include riders, ,amendments, and consents of surety,
y p Twent l illl 2 22` This Power of Attorney "s granted
providing the bond penalty does not exceed ttoma m
20 ti00,000.t1(t*� This Power of Attorney shall expire without further action on April 81c°
under and by authority of the following resolutions adopted by the Boards of Directors of the Companies:
Be it Resolved, that the President, any Vice -President„ any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby
vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the
Company subject to the following provisions.
A:ftorney-in-Fact may be givers full power and authordty for and in the name of and on behalf of the Company„ to execute, acknowledge and deliver, any
and all bonds„ recogniaances, contracts, agreements or indemnity and other conditional or obligatory, undertakings, including any and all consents
for the release of retained, percentages andlor final estimates on engineering and construction contracts, and any and all notices and documents
canceling or terminating the Company's liability thereunder, and any such Instruments so executed by any, such Attorney -in -Fact shall be binding upon
the Cornpany as "rf signed by the President and seated and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any
certificate retailing thereto by facsimile„ and any powder of attorney or certificate bearing facsimile signature or faeslm ile seal shall be valid and binding
upon the Company with respect to any bond or undertaking to which It is attached.
IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this
15l day of June, 2018.
ArdERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING OMPANY
UNITED STp tJRETY,40 PANY !.LSjA "ECIA) lY,040,URANCE COMPANY
State of California
�'t? � ir_D firOnAiE�
q sn ,,xs,�coa
County of Los Angeles
a4�,i By.
Daniel P. Aguilar, Vice President
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 nol ilia irl�thtulnes aruac , or validit of that document
On this ter day of June, 2018„ before me, Sonia O. Carre,jo, a notary public, personally appeared Daniel P. Aguilar, Vice President of
American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U,S, Specialty Insurance
Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument
and acknowledged to me that he executed the same in his authorized capacity„ and that by his signature on the instrument
the persona or the entity upon behalf of which the person acted, executed the instrument.
I oertify 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. SONIA o. CARIEJo
Notary Public• cnVrurnia
" lot Anp In County t
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Signature (seal) MY Comm. Erplrra Apr 73202
d', Kio Lo, Assistant Secretary American Contractors Indemnity Company Texas Bonding Company, United States Surety
Company and U,S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power
of Attorney, executed by said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors„
set out in the Power of A,Vornev are in full force and effect.
e � y handy and affixed the seals of said Companies at Los Angeles, California this
y have
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',-,ALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
Agreement No. 6038
...............................
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 CALii~ORNIA
County
before meASHLEY MARIE SP'OHIN NOTARY P" LI
personally appeared MAT"1"HE R. OO YNS '
❑ who proved to me on the basis of satisfactory evidence to be the person(
whose name(s) is/a-re subscribed to the within instrument and
acknowledged to me that he/she/they executed the same in his/her/their
authorized capacity {yes), and that by his/her/their signature(s) on the
instrument the person(s), or the entity upon behalf of which the person(s)
@ASHLEY MARIE SPOHN acted, executed the instrument.
COMM. # 2188665
NOTARY PUBLIC CALIFORNIA � I certify under PENALTY OF PERJURY under the laws of the State of
ORANGE COUNTY California that the foregoing paragraph is true and correct.
My comm expires Mar. 27, 2021
WITNESS my hand and official seal.
Though the data below is not required by law, it may prove valuable to persons relying on the document and
could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
INDIVIDUAL
CORPORATE OFFICER
PARTNER(S) ❑ LIMITED
ATTORNEY -IN -FACT
TRUSTEE(S)
GUARDIAN/CONSERVATOR
OTHER:
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
DESCRIPTION OF ATTACHED DOCUMENT
Agreement No. 6038
CONTRACTOR'S LICENSE DECLARATION
(Business and Professions Code Section 7028.15)
1. BIDDER'S Contractor's License Number is:
' M,5 Class No.: _144"3 c Qt 'MI
2. The expiration date of BIDDER'S Contractor License is:
p 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 20'21, at
Typed Name
Title
Company Name
(insert City and State where Declaration signed).
I-C-8
Agreement No. 6038
NON -COLLUSION DECLARATION
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
(pursuant to Cal. Pub. Contract Code § 7106)
The undersigned declares:
I am the of e ����� , the party making
the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation. The bid is genuine and not collusive or
sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a
false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or
agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. 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. All statements
contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to
any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not
pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership,
joint venture, limited liability company, limited liability partnership, or any other entity, hereby
represents that he or she has full power to execute, and does execute, this declaration on behalf
of the bidder.
I declare under penalty of per ju1•y under the laws of the State of California that the foregoing
is true and correct and that this declaration is executed on " ,1 [date], at
� E�' _[city]„ [state]."
Dated this I, day of , 2021.
j6M�%
Name
I-C-9
Agreement No. 6038
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 w rkers' compensation or to undertake self-
insurance in accordance with the provisions o that code, and I will comply with such
provisions before commencing the performan of the work of this contract."
Signature of Bidder:
Title:
Business Name: """
Business Address:
V��bVkl � . ...... cM
Telephone Number;,
Dated this day of , 2011.
I-C-10
Agreement No. 6038
DESIGNATION OF SUBCONTRACTORS
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
Company Name: Eh0
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.
Description of
Name of
Subcontractor
Address
Subcontractor's
Contractor
License No.
Portion of
Work
Subcontracted
Estimated $
Amount
(Number and Street)
(city, dip Cede)
1
j
(Make copi of this p b if additional space is needed)
y 1
ture of Bidder Date
I-C-1 1
Agreement No. 6038
REFERENCES
Company Name: s AL
U
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:
Project Title:
Location: �-� � �`.,� � �-'� �' �`�� ,.�
�Y'� 9MN
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: `" �"
' Cc
ame and address of owner V4(*4„ w
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 $ r
Did your firm have any financial interest in Project?
I-C-12
Agreement No. 6038
Type of Work: -°" 1' l
Contract amount: $J r elo — Date completed: btl
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:
M
I-C-14
6 0
Agreement No. 6038
,..
O:F-N Pao
Project Title; 0:�Lu
Location: L ' �
Name and address of owner
Name and current telephone number of person familiar with project
.
Type of Work: °i
Contract amount: $ �°� � I � ,Date completed..
Amount of work done by my/our firm under contract $ 9
Did your firm have any financial interest in Project? Kto
4. Project Title:
Location:
" "1
toµ Rut, L�--ftnv
Name and address of owner 01
Name and current telephone number of person familiar with project:
Type of Work: Kkk,�osy
Contract amount: $ �� Date completed:
Amount of work done by my/our firm under contract
Did your firm have any financial interest in Project?
Project Title: [As UEm, vk�
Location: �, 6-va"oEmo O `, -a L—LE CMUk
Name and address of owner
IfqL
00
-°
Name and current telephone number of person familiar with project:
I-C-I3
Agreement No. 6038
BIDDER'S STATEMENT OF
PAST CONTRACT DISQUALIFICATIONS
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
Company Name: Cwl
Please state all instances of being disqualified, removed, or otherwise prevented from
bidding on, or completing, a federal, state, or local government project due to a violation of a
law or safety regulation.
1. Have you ever been disqualified from any government contract?
Yes ❑ No
2. If yes, explain the circumstances:
1 Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register
requires the City to reject your bid as nonresponsive]?
Yes0' No ❑
Name (Please Print) !4ANN 12M
I-C-15
Agreement No. 6038
INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04,
Company Name: . 1
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 0106 92, including
symbol 1 (Any Auto).
The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing
maintenance of the insurance required under this Agreement, endorsements as required herein, and such
other evidence of insurance or copies of policies as may be reasonably required by the City from time to
time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating
equivalent to at least a Rating of "A: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, understa► sand will comply with these
insurance requirements if it is selected as the City's consultant. Fail e to provide thjs insurance will
render the bidder's proposal "nonresponsive."
Dat Bidder �sS
Agreement No. 6038
END PROPOSAL SECTION
I-C-17
Agreement No. 6038
January 27, 2021
ADDENDUM NO. 1
to
THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS
for
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
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, February 2, 2021, at 11:00 am.
2. Sheet G-002 from Appendix B of the bid package is being replaced with the
attached G-002. Notable changes are that Page 2 of 5, Column 06, Fenestration is
revised to say "YES", which results in Column 08, Compliance Results, revised
to say "COMPLIES".
3. Due to COVID measures in place at the time of the pre -bid job walk on January
12, 2021, potential bidders were unable to enter the City Hall building. An
exhibit has been prepared and attached to this addendum that provides
photographs as representative conditions for the interior window locations.
As evidence that the BIDDI
same in the space provided
Failure to provide such ac
subject to rejection.
Signature:
has read this Addendum, the BIDDER must acknowledge
ow and submit this Addendum with the Bid Proposal.
wledgement shall render the bid as non -responsive and
Date: ,c
Print Company Name: 1
A
cuf w
.._
Page I of I
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
THE FINAL PREMIUM IS
PREDICATED ON THE 0rp6T►re4tiNca1C038
FINAL CONTRACT PRICE
FAITHFUL PERFORMANCE BOND
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
Bond No. 1001126786
Bond Fee: $5,816.00
("PRINCIPAL") A.J. Fistes Corporation
and U.S. Specialty Insurance Company, , a corporation
incorporated under the laws of the State of Texas 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$581,s2o.00DOLLARS,
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. *Five Hundred Eighty One Thousand Six Hundred Twenty and 00/100 Dollars
PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the
conditions and stipulations set forth in this bond, SPECIFICATIONS NO. PW 21-04, 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 21-04, 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 (CITY DRAWING FILE NO. PW 21-04) which are made a part of this bond when
said plans and profiles are approved by the City Council and filed with CITY's Engineering
Division. CITY has estimated the required amount of the bond as shown above.
2. PRINCIPAL's work on the Public Project will be done in accordance with
CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail
to complete all required work within the time allowed, CITY may, at its sole discretion, cause all
required work to be done and the parties executing the bond will be firmly bound for the
payment of all necessary costs therefor.
3. PRINCIPAL will guarantee its work against any defective work, labor, or
materials on the Public Project for a period of one (1) year following the Public Project's
completion and acceptance by CITY.
I-E-1
Agreement No. 6038
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 21-04 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
Agreement No. 6038
SIGNED AND SEALED this 23rd day of March , 2021
PRINCII'X11s #RESIDENT
�o
IpCIPAL% SECRETARY
PRINCIPAL's MAILING ADDRESS:
A.,J, Fistes Corporation
2214 Atiantic Ave.
Long Beach- —CA_2QaQ.Q2__
SURETY's MxSWENT
Matthew R. Dobyns, Attorney -in -Fact
SURETY'S MAILING ADDRESS:
U.S. SDecialtv_ Insurance Com an
801,. Fi ueroa Street Suite 700
Los naeles. CA 9QO 17
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 6038
TOKIO MARINE
POWER OF ATTORNEY
AMERICAN CONTRACTORS INDEMNITY COMPANY --=TEXAS BONDING COMPANY
- UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding
Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a M aryland corporation
and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"), do by these presents make, constitute
and appoint:
Randy Spohn_or Matthew R. Dobyns or Ashley M. Spohn of Santa Ana, California
its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority
hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances,
undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety,
providing the bond penalty does not exceed '*." 'Twent Million"— Dollars
( '"W°: 20,000,000,00" ). This Power of Attorney shall expire without further action on April_23rd, 2022. This Power of Attorney is granted
under and by- authority of the following resolutions adopted by the Boards of Directors of the Companies:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby
vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the
Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any
and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents
for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents
canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon
the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any
certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding
upon the Company with respect to any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this
IS' day of June, 201 &
AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING OMPANY
UNITED S Ji�,,�SURM=ffl'PANY w$w PIECIAI,TYY Ittl ,URANCE COMPANY
State of California a a� tQS1 6 .MNw„
rr S;
®.
County of Los Angeles �a � �" �"�� �,� ��,� �` �fr1�� � s �+ � By. I
Daniel P. Aguilar, Vice President
A Notary Public or other officer completing this certiricate verifies only the identity of the individual who signed the document to
which this certificate is attached and not the truthfulness, accurac , or validity of that document
On this 1s1 day of June, 2018, before me, Sonia O. Carrejo; a notary public, personally appeared Daniel P. Aguilar, Vice President of
American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U,S. Specialty Insurance
Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument
and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument
the person, 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.
w$*`^ SONIAO CARRE 0
m q ItotaryR bl C IdH e
t � " n rokryar+c ty l
d CCIM IM 0 2,
94 9
Signature(deal) Mf Comm. CA*m RCf ,1021
I„ Kio Lo„ Assistant Secretary PALmerican Contractors Indemnity Company', Texas Bonding Company, United States Surety
Company and U.S, Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct -copy of a Power
of Attorney executed by said Companies„ which is still in full force and effect; furthermore„ the resolutions of the Boards of Directors,
set out in the Power of Attorney ,are In full force and effect:
In Witness Wh reof, I have hereunto set my hand and affixed the seals of said Companies at Los Angeles, California this
4 Cray oflr�
Corporate
30�d p,
Agency No. ?721
HCCSMANPOA0612018
visit tmlicc.!comisurety for more information
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
Agreement No. 6038
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 rALIFQBNIA
County of 0,
E
On before me ERIKA IDO N TARY PUILIC
personally appeared MATTHEW R. D BYNS
® who proved to me on the basis of satisfactory evidence to be the person(s)
whose name(s) is/afe subscribed to the within instrument and
acknowledged to me that he/she/they executed the same in his/heF/thei
authorized capacity (ies}, and that by his/he ei signature(s) on the
instrument the person(s), or the entity upon behalf of which the personw
acted, executed the instrument.
ERIKA G U I D 0
COMM. # 2190052
NOTARY PUBLIC CALIFORNIA
ORANGE COUNTY
My comm. expires May y 5 11
I certify under PENALTY OF PERJURY under the laws of the State of
California that the foregoing paragraph is true and correct.
WITNESS my F a'ud official seal.
er`6f Nota
Though the data below is not required by law, it may prove valuable to persons relying on the document and
could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
❑ INDIVIDUAL
❑ CORPORATE OFFICER
❑ PARTNER(S) ❑ LIMITED
ATTORNEY -IN -FACT
E ] TRUSTEE(S)
® GUARDIAN/CONSERVATOR
OTHER:
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
DESCRIPTION OF ATTACHED DOCUMENT
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 An eles }
On 3-24-2021 before me, Tammle Let h Anzevino, Notary Public
ere insart name an ra e rd the o eg)
personally appeared Anastasios Fistes and Niki Fistes
who proved to me on the basis of satisfactory evidence to be the person(s) whose
name(s) is/are subscribed to the within instrument and acknowledged to me that
he/she/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that
the foregoing paragraph is true and correct.
TAMMIE LEIGH ANZ_ 114—
t Commission No. 2165947 Z
7NESS 7hand and official seal. Z ' r NOTARY PUBLIC-CALIFORNIA
LOS ANGELES COUNTY
� My Comm Expires SEPTEMBER 26 2020
otary P
(Notary Public Seal)
INSTRUCTIONS FOR COMPLETING THIS FORM
ADDITIONAL OPTIONAL INFORMATION This Jiarrrr rvinjoe?s +rah current C'et/afays°rr/aa stardraacs regarding xevaca03' ii-ording caaa t
DESCRIPTION OF THE ATTACHED DOCUMENT
(Title or description of attached document)-�
(Title or description of attached document continued)
Number of Pages Document Date
CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
❑ Corporate Officer
(Title)
❑ Partner(s)
❑ Attorney -in -Fact
❑ Trustee(s)
❑ Other
www.NotaryClasses.ccrn 800-873-9865
if fie-ede .s-houlal be e:omplewd cacao/ aataeached r'ro die doc aamem, .4ela+aoirIeafagments
l"rom other outes ma.), be €•aYaa pleiedfir• dova area s being sent to 1h at .t`d"eVe So forig
as the w ore/ing dae~s, not require the C."ea/rlurma aarr1my to wo/We Ctahforauua rtrrta^ra'y^
laiv
• Suite and County information must be the ;State and County where, the document
signers) personally appeared helrrre the notary Public for acknowledgment.
• Date ofnotarization must he that dote that the stgncr(s) pet'sonulty 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.
Ise/sheAkey is /are ) or circling the correct forms. Failure to correctly indicate this
information may lead to rejection of document recording.
• .I"hc not"Iry saal impression must be clear and photographically reproducible.
Iunpresiion must not cover text or lines. If serll impression smudges, re -scat if a
suuf"ficient area permits, otherwise complete a difMlera,ut .acknowledgment tiar'm.
• 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 with a staple
No.
Agreement No. 6038
STATE OF CALIFORNIA
DEPARTMENT OF INSURANCE
SAN FRANCISCO
Amended
Certificate of Authority
THIS IS TO CERTIFY, That, pursuant to the Insurance Code of the State of California,
U. S. Specialty Insurance Company
of Houston, Texas, organized under the laws of Texas, subject to its Articles of Incorporation or other
fundamental organizational documents, is hereby authorized to transact within this State, subject to all
provisions of this Certificate, the following classes of insurance:..m.
Fire, Marine, Surety, Disability, Liability, Workers' Compensation,
Aircraft, and Miscellaneous
as such classes are now or may hereafter be defined in the Insurance Laws of the State of California.
THIS CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being in
full compliance with all, and not in violation of any, of the applicable laws and lawful requirements made
under authority of the laws of the State of California as long as such laws or requirements are in effect and
applicable, and as such laws and requirements now are, or may hereafter be changed or amended.
IN WITNESS WHEREOF, effective as of the 29th day of December, 2004,1
have hereunto set my hand and caused my official seal to be affixed
this 29th day of December, 2004.
Fee $117.00
Rec. No.
John Garamendi
Insurance Commissioner
Filed 4/12/04 By Victoria S. Sidbwy
for Ida Zodrow
Asst. Chief Deputy
Certification
1 the undersigned Insurance Commissioner of the State of California, do hereby ccertif that Aave
compared the above copy of Certificate OfAuthority with the duplicate of original now on f ie in nay off m
and that the same is a hell, true„ and correct transcript thereof, and of the whole of said duplicates and said
Certificate of Authority is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and caused my
official seal to be affixed this 14th day of March, 2007.
Steve Poizner
Insurance Commissioner
By { �'V'V10rIG�.
Pauline D Andrea
Agreement No. 6038
One of Two Originals
LABOR AND MATERIALS BOND
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
Bond No. 1001126786
Bond Fee: $5,816.00
A.J. Fistes Corporation . as principal
("PRINCIPAL") and U.S. Specialty Insurance Company „ a
corporation
incorporated under the laws of the State of Texas 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. *$581,620.00 (Five Hundred Eighty One Thousand Six Hundred Twenty and 00/100)
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 CITY HALL WINDOW
REPLACEMENT PROJECT, SPECIFICATIONS NO. PW 21-04 ("Public Project"), the
public works contract executed for such Public Project, and for all work or labor of any kind
performed for the Public Project. In the case of any default in the performance of the conditions
and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the
bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments,
penalties, or deficiencies arising by reason of such default.
BOND CONDITIONS
1. PRINCIPAL will construct the public improvements identified in
SPECIFICATIONS NO. PW 21-04, 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. PW 21-04), 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.
I-F-1
Agreement No. 6038
3. PRINCIPAL will pay for all materials and other supplies, for equipment
used in, on, for or about the perfonnance 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 21-04, 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]
I-F-2
Agreement No. 6038
SIGNED AND SE 'LED this 23rd day of March , 20 21
IPAL's "SILENT
y
PI lI bPA#,- Sk7RE'FARY
PRINCIPAL'S MAILING ADDRESS:
A J. Fis ea C r oration
SU ETY's L
SURETY's MAILING ADDRESS:
US, Speciph Insurance Qmp rnr
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-F-3
Agreement NO. 6038
TOKIOMARINE
POWER OF ATTORNEY = -=
AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING, COMPANY
UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding
Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a M aryland corporation
and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"), do by these presents make, constitute
and appoint:
Randy Spohn-or Matthew R. Dobyns or Ashley M. Spohn of Santa Ana, California =_
its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority
hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances,
undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety,
providing the bond penalty does not exceed '-* Twen Million ", Dollars
( ... 20„000,000.00"' ). This Power of Attorney shall expire without further action on April 23rd, 2022. This Power of Attorney is granted
under and by authority of the following resolutions adopted by the Boards of Directors of the Companies:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby
vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the
Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any
and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents
for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents
canceling or terminating the Company's liability_ thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon - -_
the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any
certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be -valid and binding
upon the Company with respect to any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this
15t day of June_, 2018.
AMERICAN CONTRACTORS INDEMNITY COMPANY_ _TEXAS BONDING OMPANY
UNITED S P,SURET CCtfIPANY S%r E'CI1t�Y ItgURANN'CE COMPANY
State of California f awy�..fs�r i44,
µI � y
County of Los Angeles asµ M By: t
Daniel P. Aguilar, Vice President
A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to
11 which this certificate is attached, and not the truthfulness, accuracy, or validity of that document
On this 151 day of June, 2018, before me, Sonia O.-Carrejo, a notary public, personally appeared Daniel P. Aguilar, Vice President of
American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance
Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument
and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument
the person, 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. w o uMOO
„, Not ry Vubl Cahf w�a�
" Harp d+nprlrl Cuunty t,
w Cmp°,m14yi.dn / 91)9479
Signature (seal) a comm,tplr"Apr 23,lon
l„ No Ld, Assistant Secretary V American Contractors Indemnity Company, Texas Bonding Company, United States Surety
Company and U,$ Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power
of ,Attorney, executed by said Companies, which is still in full force and effect, furthermore„ the resolutions of the Boards of Directors,- -=
set out in the Pewter qrAttorney,are in full force and effect.
daay eof ,r, ! have hereunto set my hand and affixed the seals of said Companies at Los Angeles, California this
In Witness
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C Cp irate Sea„5 t 4'^r , au a 4
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HCCSMANPOA0612018
visit tmhcc.com/surety for more information
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
Agreement No. 6038
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 CALIF RNIA
County o GE
On
before met ERIiN A UIDO NOTARY P SLIC
personally appeared MATTHEW R. D SYN
E�IKAGUIDO
90052
cAc coU �
y c��rn1, e�pjre,s May
who proved to me on the basis of satisfactory evidence to be the person(s)
whose name(-s) is/afe subscribed to the within instrument and
acknowledged to me that he/she/they executed the same in his~
authorized capacity {yes), and that by hislheF/thei signatures) on the
instrument the personal, or the entity upon behalf of which the persons)
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 t* d and official seal.
.r`
:ure of
Though the data below is not required by law, it may prove valuable to persons relying on the document and
could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
❑ INDIVIDUAL
❑ CORPORATE OFFICER
❑ PARTNER(S) ❑ LIMITED
® ATTORNEY -IN -FACT
❑ TRUSTEE(S)
❑ GUARDIAN/CONSERVATOR
❑ OTHER:
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
DESCRIPTION OF ATTACHED DOCUMENT
711
L _11:20va"
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 3-24-2021 before me, Tammie Leigh Anzevino, Nota Public ,
ere insen oarre and tire qMe o'cer
personally appeared Anastasios Fistes and Niki Fistes ,
who proved to me on the basis of satisfactory evidence to be the person(s) whose
name(s) is/are subscribed to the within instrument and acknowledged to me that
he/she/they executed the same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that
the foregoing paragraph is true and correct.,
¢ TAMMIE LEIGH ANZEVINO
{� Commission No. 2165947 z
7LNES,,,myh rid and official seal, Z ,. NOTARYPUBLIC-CALIFORNIAn
LOS ANGELES COUNTY
My Comm Expires SEPTEMBER 262020
Notary
(Notary Public Seal)
INSTRUCTIONS FOR COMPLETING THIS FORM
ADDITIONAL OIL" ZONAL INFORMATION Thisformcomplieswith current California statutes regarding notary wording and.
DESCRIPTION OF THE ATTACHED DOCUMENT
(Title or description of attached document)
(Title or description of attached document continued)
Number of Pages Document Date
CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
❑ Corporate Officer
(Title)
❑ Partner(s)
❑ Attorney -in -Fact
❑ Trustee(s)
❑ Other
tiuww,NotaryClasses.corn 800-873-9865
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
lafo.
• 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,
4/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 infonnation 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.
44- 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 with a staple.
No.
Agreement No. 6038
STATE OF CALIFORNIA
DEPARTMENT OF INSURANCE
SAN FRANCISCO
Amended
Certificate of Authority
THIS IS TO CERTIFY, That, pursuant to the Insurance Code of the State of California,
U. S. Specialty Insurance Company
of Houston, Texas, organized under the laws of Texas, subject to its Articles of Incorporation or other
fundamental organizational documents, is hereby authorized to transact within this State, subject to all
provisions of this Certificate, the following classes of insurance:
Fire, Marine, Surety, Disability, Liability, Workers' Compensation,
Aircraft, and Miscellaneous
as such classes are now or may hereafter be defined in the Insurance Laws of the State of California.
THIS CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being in
full compliance with all, and not in violation of any, of the applicable laws and lawful requirements made
under authority of the laws of the State of California as long as such laws or requirements are in effect and
applicable, and as such laws and requirements now are, or may hereafter be changed or amended.
IN WITNESS WHEREOF, effective as of the 29th day of December, 2004, I
have hereunto set my hand and caused my official seal to be affixed
this 29th day of December, 2004.
Fee $117.00
Rec. No.
.John Garamendi
Insurance Commissioner
Filed 4/12/04 By Victoria S. Sidbury
for Ida Zodrow
Ass(. Chief Deputy
Certification
1, the undersigned Iiasurance Commissioner of the State ofCal forma, do hereby ce rt fy that I have
compared the above copy of Certicate of Authority with the duplicate of original now oit f le in my office,
and that the same is a full, true, and correct transcript thereof, and of the whole of said duplicate, and said
Certificate of Authority is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and caused my
official seal to be affixed this 14th day of March, 2007.
Steve Poizner
Insurance Commissioner
By P �'�►
Pauline D'Andrea
Agreement No. 6038
E � =m 1-1,14
CONTRACT DOCUMENTS
PLANS & SPECIFICATIONS
FOR
CITY HALL WINDOW ;REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
350 MAIN STREET
EL SEGUNDO, CA 90245
310-524-2300
https://www.elsegundo.org/government/departments/city-clerk/bid-rfp
MANDATORY PRE -BID MEETING
TUESDAY, JANUARY 129 2021 AT 10:00 AM
AT CITY HALL (350 MAIN STREET) IN THE CITY OF EL SEGUNDO
BIDS DUE TUESDAY, FEBRUARY 29 2021 AT 11:00 AM
Agreement No. 6038
MANDATORY PRE -BID MEETING LOCATION:
Agreement No. 6038
BIDS WILL BE RECEIVED
UP TO THE HOUR
OF 11:00 A.M.
TUESDAY, FEBRUARY 2, 2021
IN THE
OFFICE OF THE CITY CLERK
CITY HALL
350 MAIN STREET
EL SEGUNDO, CALIFORNIA 90245
AT WHICH TIME THEY WILL BE
PUBLICLY OPENED
Agreement No. 6038
SPECIAL INSTRUCTIONS TO CONTRACTORS
Contractors are required to review section 7-3 of the STANDARD SPECIFICATIONS,
pages 11-B-24 thr,u It-B_26 "LIABILITY INSURANCE %
ONLY CONTRACTORS ABLE TO OBTAIN AND FURNISH THE I;tEiQUIRED
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 fi-om 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. 6038
TABLE OF CONTENTS
SECTION I — LEGAL
A. NOTICE INVITING SEALED BIDS
B. BIDDING INSTRUCTIONS
I. DEFINITION
2. BIDDER'S REPRESENTATIONS
3. BIDDING DOCUMENTS
4. INTERPRETATION OIL 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
PAGE
I -A -I 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
1.
PROPOSAL, FIRST PAGE
I-C-1
2.
BID SCHEDULES
I-C-3a
a. BASE BID
I-C-3a
3.
BIDDER'S INFORMATION
I-C-4
4.
BIDDER AND NOTARIAL ACKNOWLEDGEMENT
I-C-6
5.
PROPOSAL GUARANTEE BID BOND
I-C-7
6.
CONTRACTOR'S LICENSE DECLARATION
I-C-8
7.
NON -COLLUSION DECLARATION
I-C-9
8.
WORKER'S COMPENSATION CERTIFICATION
I-C-10
9.
DESIGNATION OF SUBCONTRACTORS
I-C-11
10.
REFERENCES
I-C-12
11.
BIDDER'S STATEMENT OF PAST DISQUALIFICATIONS
I-C-15
11.
INSURANCE REQUIREMENTS
I-C-16
D. CITY OF EL SEGUNDO PUBLIC WORKS CONTRACT I-D-1 TO D-5
E. FAITHFUL PERFORMANCE BOND I-E-1 TO E-3
F. MATERIAL AND LABOR BOND I-F-1 TO F-3
Agreement No. 6038
SECTION II - GENERAL REQUIREMENTS PAGE
A. GENERAL SPECIFICATIONS II-A-1 TO A-2
1.
REGISTRATION OF CONTRACTORS
II-A-1
2.
INSURANCE AND CITY BUSINESS LICENSE
II-A-1
3.
EMERGENCY INFORMATION
II-A-1
4.
FURNISHING OF WATER
II-A-1
5.
CALIFORNIA - OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION
II-A-1
6.
SOUND CONTROL
II-A-2
7.
AIR POLLUTION CONTROL
II-A-2
8.
WORKER UNIFORMS
II-A-2
B. GENERAL PROVISIONS II-B-1 TO B-34
0-0
STANDARD SPECIFICATIONS
II-B-1
0-1
GENERAL
II-B-1
0-2
NUMBERING OF SECTIONS
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-2
2-1.1 ACCESS TO PROJECT SITE
II-B-2
2-1.2 OWNERSHIP AND USE OF CONTRACT
II-B-3
DOCUMENTS
2-3
SUBCONTRACTS
II-B-3
2-3.1 GENERAL
II-B-3
2-3.2 ADDITIONAL RESPONSIBILITY
II-B-4
2-4
CONTRACT BONDS
II-B-4
2-5
PLANS AND SPECIFICATIONS
II-B-4
2-5.1 GENERAL
II-B-4
2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS
II-B-5
2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS
II-B-5
2-8
RIGHT-OF-WAY
II-B-6
2-8.1 ADDITIONAL WORK AREAS AND FACILITIES
II-B-6
2-9
SURVEYING
II-B-6
2-9.3 SURVEY SERVICE
II-B-6
2-9.3.1 CONSTRUCTION SURVEYING
II-B-6
2-9.3.2 MEASUREMENT AND PAYMENT
II-B-7
3-3.2.2 BASIS FOR ESTABLISHING COSTS
II-B-7
3-3.2.3 MARK UP
II-B-7
It
Agreement No. 6038
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
Iff
PAGE
II-B-8
II-B-8
II-B-9
II-B-9
II-B-9
II-B-10
II-B-I I
II-B-12
II-B-13
II-B-13
II-B-13
II-B-13
II-B-13
II-B-14
II-B-14
II-B-15
II-13-15
II-B-15
II-B-15
II-B-16
II-B-16
II-B-17
II-B-17
II-B-17
II-B-17
11-B-17
II-B-18
II-B-18
II-B-18
Agreement No. 6038
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.I OAPPEAL 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-20
II-B-20
II-B-21
II-13-21
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-26
II-B-27
II-B-27
II-B-27
II-B-28
II-B-28
II-B-29
II-B-29
II-B-29
II-B-30
II-B-30
II-B-31
II-B-32
II-B-32
II-B-33
II-B-34
Agreement No. 6038
SECTION III — SPECIAL PROVISIONS PAGE
1-0 GENERAL SCOPE, TIME FOR COMPLETION
AND LOCATION OF WORK
III-A-1
2-0,
NOTIFICATIONS
III-A-2
34
MOBILIZATION
III-A-2
4-0.
CONSTRUCTION & DEMOLITION MATERIALS
RECYCLING REQUIREMENTS
III-A-4
5-0.
WORK SCHEDULE
III-A-8
6-0.
EXAMINATION OF JOB SITE AND MEASUREMENT
VERIFICATION
III-A-9
74
INSPECTION
III-A-9
8-0.
WORK AREA SAFETY
III-A-9
9-0.
USE OF PRIVATE PROPERTY AND PROTECTION OF
EXISTING IMPROVEMENTS
III-A-10
10-0.
STORAGE OF MATERIALS AND EQUIPMENT
III-A-10
I 1-0.
DISPOSAL OF REMOVALS
III-A-10
12-0.
BUILDING SAFETY AND PUBLIC WORKS
ENCROACHMENT PERMITS
III-A-11
13-0.
CENTERLINE TIES AND BOUNDARY MARKERS
III-A-11
14-0.
NPDES COMPLIANCE
III-A-11
15-0.
TREE & TREE ROOTS
III-A-12
16-0.
CURB DRAIN OUTLETS
III-A-12
17-0.
OTHER METER BOXES, PULL BOXES
III-A-13
18-0.
TRAFFIC CONTROL, PUBLIC SAFETY, AND
CONVENIENCE
III-A-13
19-0.
TRASH PICKUP, STREET SWEEPING, AND
MAIL DELIVERIES
III-A-13
20-0,
COMPLETION
III-A-13
21-0.
WARRANTY
III-A-13
SECTION IV — MEASUREMENT AND PAYMENT
SECTION V — TECHNICAL SPECIFICATIONS
v
Agreement No. 6038
NOTICE INVITING SEALED BIDS
FOR THE
CITY HALL WINDOW REPLACEMENT PROJECT
IN THE CITY OF EL SEGUNDO
PROJECT NO.: PW 21-04
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, FEBRUARY 2, 2021
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 furnishing all supervision, materials, labor, tools and incidentals, as required in
the specifications and contract documents for the following project: "City Hall Window
Replacement Project', on file with the City's Public WorksCDepartment. The work will take
place at. City Hall, at 350 Main Street, El. Segundo CA 90245.
Work on the Project must be performed in strict conformity with Specifications No. PW 21-04:
City Hall Window Replacement Project which is filed with the Public Works Department.
Copies of the Plans, Specifications, Contract Docurnents 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 https://www.elsegundo.org/government/departments/city-clerk/bid-rfp
A pre --bid meeting is scheduled for Tuesday, January 12, 2021, at 10:00 am, at City Hall, 350
Main Street, E1 Segundo, CA 90245. Bidders' attendance at this meeting is mandatory.
(questions regarding the bid shall be submitted by 5:00 pm on Tuesday, January 26, 2021 to
littps,//www.elsegundo.org/govei-nment/departments/city-clerk/bid-rfp
The terms and conditions for bidding on the Project are described in the attached Bidding
Instructions.
This project requires payment of State prevailing rates ofwages 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
I-A-1
Agreement No. 6038
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 buds in response to this notice and will not be discriminated
against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration
leading to the award of contract.
Prevailing Wage. Federal Labor Standards Provisions, including prevailing wage
requirements of the Davis -Bacon and Related. Acts will be enforced. In the event of a
conflict between Federal and State wage rates, the higher of the two will prevail.
The Contractor's duty to pay State prevailing wages can be found under Labor Code
Section 1770 et. Seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for
failure to pay prevailing wages and employ apprentices including forfeitures and
debarment.
Five percent (5%) will be deducted f turn 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 the Contractor 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 tinder the Cartwright .Act
(Chapter 2 [commencing with Section 167001 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
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Agreement No. 6038
Bidders and submitted to the Public Works Department, 350 Main Street, City of El Segundo, in
a sealed envelope plainly marked on the outside:
"SEALED BIDS FOR PROJECT NO.: PW 21-04
CITY HALL WINDOW REPLACEMENT PROJECT
IN THE CITY OF EL SEGUNDO
DO NOT OPEN WITH REGULAR MAIL"
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 `B" or "C-17". The successful Contractor and his Sub -Contractors
will be required to possess the correct license for their project classifications, and valid City
Business Licenses from the City of El Segundo.
The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and
to take all bids under advisement for a period of ninety (90) calendar days.
Any contract entered into pursuant to this notice shall become effective or enforceable against
the City of El Segundo only when the formal written contract has been duly executed by the
appropriate officer(s) of the City of El Segundo.
DATED this day of , 20
CITY OF EL SEGUNDO, CALIFORNIA
Tracy Weaver, City Clerk
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Agreement No. 6038
BIDDING INSTRUCTIONS
1. 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 §§ 7000-71 1 establish licensing requirements for contractors. If 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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Agreement No. 6038
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.htmi
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:
https://www.elsegundo.org/govemment/departments/city-clerk/bid-rfp
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. 6038
Segundo employees to discuss potential projects or ask questions regarding'
the bid.
Questions Due by 5:00 pm, January 26, 2021
Questions Answered by January 28, 2021
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. Substitutions will only be considered before award of the
Contract and as provided for in the Contract Documents.
6. SUBCONTRACTORS.
6.1 Each Bidder will list in the Bid Form all first -tier Subcontractors that will perform
work, labor or render such services. The Bid Form contains spaces for the following
information when listing Subcontractors: (1) Work Activity; (2) name of
Subcontractor; (3) city of Subcontractor's business location. Failure to list any of
these items on the Bid Form will result in the City treating the Bid as if no
Subcontractor was listed for the Work and that Bidder represents to the City that it is
fully qualified to perform that portion of the Work and will perform do so.
6.2 Subcontractors listed in the Bid Form will only be substituted after the Bid Deadline
with the City's written consent in accordance with California law.
7. ADDENDA.
7.1 Addenda will be in writing and issued only by the City. Addenda will be nailed 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 the City will
discuss the Bidding locurnents, 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.
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Agreement No. 6038
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
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
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Agreement No. 6038
Surn 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 iterns required by the
Bidding Docunnents, 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 arnount of the Bid
Security, between the amount of the disqualified Bid and the larger arnount 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, if applicable, and all other documents required to be
submitted with the Bid must be enclosed in a sealed opaque envelope. 'rheenvelope
must be addressed to the City Clerk. The envelope must be identified with the
Bidder's name and address, and identify the Project for which the Bid is subin itted,
as follows: "SEALED BIDS FOR PROJECT NO.: PW 21-04 CITY HALL
WINDOW REPLACEMENT PROJECT. IN THE CITY OF EL SEGUNDO.
DO NOT OPEN WITH REGULAR MAIL." Proposals may be mailed or
delivered by messenger.
10.6 Bids wil I 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. be accepted.
10.8 Oral, telephonic, facsimile, or telegraphic Bids are invalid and will not
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.
1. MODIFICATION OR WITHDRAWAL OF BID.
11.11 Before the Bid Deadline, a submitted Bid may be modified or withdrawn. Notice of
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Agreement No. 6038
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 ninety (90) calendar 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 ofthe cost of bonds as all amounts bid will
be deemed and held to include any such costs, which may be applicable.
12. OPENING OF BIDS. Bids submitted in the manner required by these instructions and are
received on or before the Bid Deadline will be opened publicly.
13. REJECTION OF BIDS.
13.1 The City will have the right to reject all Bids.
13.2 The City will have the right to reject any Bid not accompanied by the required Bid
Security or any other item required by the Bidding Documents, or a Bid which is in
any other way materially incomplete or irregular.
13.2.1 Unrequested/unauthorized conditions, limitations, or provisions attached to a
proposal will render it irregular and may cause its rejection. The completed
proposal forms shall be without interlineations, alterations, or erasures.
Alternative proposals will not be considered unless specifically requested. No
oral, telegraphic, or telephonic proposal, modification, or withdrawal will be
considered.
13.3 In the event that any bidder acting as a prime contractor has an interest in more than
one proposal, all such proposals will be rejected, and the bidder will be disqualified.
This restriction does not apply to subcontractors or suppliers who may submit
quotations to more than one bidder, and while doing so, may also submit a formal
proposal as a prime contractor. No proposal will be accepted from a bidder who has
not been licensed in accordance with the provisions of the State Business and
Professions Code.
14. AWARD
14.1 The City may retain all bids for a period of ninety (90) calendar 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.
Agreement No. 6038
14.3 l"he City will have the right to accept Alternates in any order or combination, unless
otherwise specifically provided in the Bidding Documents.
14.4 "1"lme City gill deteriainc the low Bidd by the basis of the sum of the their Base Bid phis all unit prices multiplied
p y theirespm� wive estimated cluant
stated in the Bid form, if any, plus the Contractor Delay Damages multiplied by the
i4inuitiplier" as stated in the Bid Corm, plus the amounts of all accepted Alternates.
14A.1 Inclusion of Contractor Delay Damages within the Bid Form is solely for the
purpose of deternminingthe low bidder and establishing the City's maximum
daily liability as a result o `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 selectthe apparent lowest responsive
daysBidder
dis demodi#� dify
in
Bidder within thirty (30) calendar days ionises number of
Supplementary instructions to Bidders) after the Bid Deadline or reject: all bids.
Within ten (1 ) 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 Agreem went 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 blames of all Subcontractors, with their addresses, telephone number',
facsimile number, trade on Bidders' company stationery. Evidence, as
required by the City, of the reliability and responsibility of the proposed
Subcontractors such as statements of experience, statements of financial
condition, and references.
14.5.6 Preliminary Contract Schedule,
14.5.7 Selection of Retention options and Escrow Agreement for Deposit of
Securities in lieu of Retention and Deposit of Retention. If not submitted,
the City will withhold retention.
14.5.8 Cost Breakdown.
14.6 Before award of the Contract, the CityBidderwill ,imn whtify ich case Bidder will prr in writing, if ops se a
objects to a Subcontractor proposc y
substitute acceptable to the City. Failure of the City to object to a proposed
Subcontractor before award will not preclude the City from requiring
l cemento
any Subcontractor based upon information receivedsubsequent
o awa,
information which cannot be properly evaluated beforeward dueto
timeo
constraints, or information relating, to a failure to comply with the
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
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Agreement No. 6038
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 Bidding Documents,
within ten (10) days after receiving the City's notification, or the City determines
that the Bidder is not financially or otherwise qualified to perform the Contract, the
City may reject such Bidder's Bid and select the next apparent lowest responsible
Bidder, until, all bids are exhausted, or reject all Bids.
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Agreement No. 6038
PROPOSAL
FOR THE
CITY HALL WINDOW REPLACEMENT PROJECT
Project No.: PW 21-04
Date , 20_
Company Name
TO THE CITY OF EL SEGUNDO:
In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned
BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals
required for the above stated project as set forth in the Plans, Specifications, and contract
documents therefor, and to perform all work in the manner and time prescribed therein.
BIDDER declares that this proposal is based upon careful examination of the work site, Plans,
Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid
shall be considered evidence that the BIDDER has satisfied himself regarding the contract
documents, access and any other field conditions which may affect bid prices. If this proposal is
accepted for award, BIDDER agrees to enter into a contract with the City of El Segundo at the
unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that
failure to enter into a contract in the manner and time prescribed will result in forfeiture to the
City of El Segundo of the proposal guarantee accompanying this proposal.
BIDDER understands that a bid is required for the entire work, that the estimated quantities set
forth in the Laid 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, takes, royalties, and fees. In the case of discrepancies in the amounts bid,
unit prices shall ,govern over extended amounts, and words shell 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. bail a Publ is 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.
E i AL EMI'IAOYMENT OPPOII.TUNITY COMPLIANCE
Agreement No. 6038
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.
NCERTIVICATION
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 afflinnative actions
have been fully documented, that said documentation is open to inspection, and that said
affirmative action will remain in efTect 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.
NO t�ATION
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 Et 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. 6038
BID SCHEDULE
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
Company Name:
R A CF RTTI TTTi.MC
Item
Unit
Total
No.
Description
QTY
Unit
Price ($)
($)
Mobilization / demobilization (maximum 5% of
I
LS
1
total bid)
Hazardous materials abatement per Cal/OSHA
2
and AQMD requirements, in accordance with
1
LS
the Contract Documents and applicable laws.
Demolition, including demo of existing
windows, protection, removal of louvers,
1
LS
3
removal of tile flooring, removal/storage of hand
rail, in accordance with the Contract Documents.
Procurement and installation of new windows,
4
including frame, glazing and caulking, in
1
LS
accordance with the Contract Documents.
Preparation and painting of existing doors, door
5
frames, door lites, and window frames, in
1
LS
accordance with the Contract Documents.
Finishes - patch/repair ceilings, drywall,
6
ceramic tile, reinstallation of handrails, in
1
LS
accordance with the Contract Documents.
Installation of interior window shades, in
1
LS
7
accordance with the Contract Documents.
_ ...
8
-..�W.._w-..._m
Miscellaneous improvements as determined
1
LS
$5,000.00
$5, 000.00
necessary by the engineer.
[NEXT PAGE FOR BID TOTAL]
I-C-3
Agreement No. 6038
TOTAL BASE BID FOR ITEMS 1-8 IN FIGURES =
TOTAL BID WRITTEN IN WORDS:
(NOTE: THE AWARD TO THE APPARENT LOWEST BIDDER IS BASED ON THE
"TOTAL OF BASE BID ITEMS 1-8 ONLY. ALTERNATIVE BID ITEMS SHALL NOT
BE CONSIDERED AS PART OF THE LOWEST BID.)
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.
ALTERNATIVE BID SCHEDULE
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
ALTERNATIVE BID ITEMS _ ---
--- tem - Unit Total
I
No. Descritioo Qw TY Unit Price (S) ..
IA Paint concrete on exterior of building, in I LS
accordance with the Contract Documents.
I-C-3
Agreement No. 6038
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
e Issued
Original
TThe following are the names, titles, addresses, Expiration 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-4
Agreement No. 6038
BIDDER'S INFORMATION (CONTINUED)
Company Name:
Bidder shall list the name of the person who attended the mandatory pre -bid job walk:
Name:
Title:
I-C-5
Agreement No. 6038
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles,
hands,
and seals of all aforenamed principals this day of T 20�
BIDDER
Subscribed and sworn to this
NOTARY PUBLIC
day of , 20_.
I-C-6
Agreement No. 6038
PROPOSAL GUARANTEE
BID BOND
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
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 , 20
NOTARY PUBLIC
*Provide BIDDER/SURETY name, title, address and telephone number and the name, title,
address and telephone number for authorized representative.
I-C-7
Agreement No. 6038
CONTRACTOR'S LICENSE DECLARATION
(Business and Professions Code Section 7028.15)
1.. BIDDER'S Contractor's License Number is:
Class No.:
2. The expiration date of BIDDER'S Contractor License is:
20
3. BIDDER acknowledges that Section 7028.15(e) of the Business and Professions
Code provides as follows:
"A licensed contractor shall not submit a bid to a public agency unless his or her
contractor's license number appears clearly on the bid, the license expiration date
is stated, and the bid contains a statement that representations herein are made
under penalty of perjury. Any bid not containing this information, or a bid
containing information which is subsequently proven false, shall be considered
non -responsive and shall be rejected by the public agency."
The undersigned declares, under penalty of perjury, that the representations made
by the undersigned in this bid proposal are true and correct.
Executed on , 20_, at
Signature
Typed Name
Title
Company Name
(insert City and State where Declaration signed).
I-C-8
Agreement No. 6038
NON -COLLUSION DECLARATION
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
(pursuant to Cal. Pub. Contract Code § 7106)
The undersigned declares:
I am the of
the foregoing bid.
the party making
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation. The bid is genuine and not collusive or
sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a
false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or
agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. 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. All statements
contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to
any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not
pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership,
joint venture, limited liability company, limited liability partnership, or any other entity, hereby
represents that he or she has full power to execute, and does execute, this declaration on behalf
of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing
is true and correct and that this declaration is executed on _,-[date], at
_[city], _[state]."
Dated this day of ..... ....... 20 .
Name
Title
Signature
I-C-9
Agreement No. 6038
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: C---)
Dated this day of , 20
I-C-10
Agreement No. 6038
DESIGNATION OF SUBCONTRACTORS
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
Company Name:
As detailed in Section 2-3.1 (Page II-B-3) of the City Standard Specifications, Bidder certifies
that it has listed below all subcontractors who will perform work in excess of one-half of one
percent (0.5%) of the total bid price or certifies that the bidder is fully qualified to perform and
will perform that portion of the work itself.
Description of
Subcontractor's Portion of
Name of Contractor Work Estimated $
Subcontractor Address License No. Subcontracted Amount
(Number and Street)
(City, Zip Code)
(Make copies of this page if additional space is needed)
Signature of Bidder Date
I-C-11
Agreement No. 6038
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. 6038
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?
5. Project Title:
Location:
Name and address of owner
Name and current telephone number of person familiar with project:.
I-C-13
Agreement No. 6038
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-14
Agreement No. 6038
BIDDER'S STATEMENT OF
PAST CONTRACT DISQUALIFICATIONS
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
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)
I-C-15
Agreement No. 6038
INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04,
Company Name:
To be awarded this contract, the successful bidder must procure and maintain the following types of
insurance with coverage limits complying, at a minimum, with the limits set forth below:
Type of lnsuranc 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 1185 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 Califoriiia 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-16
Bidder's Signature
Agreement No. 6038
END PROPOSAL SECTION
I-C-17
Agreement No. 6038
PUBLIC WORKS CONTRACT
BETWEEN
THE CITY OF EL SEGUNDO AND
[CONTRACTOR]
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO. PW 21-04
This CONTRACT is entered into this day of , 20 , by and between the
CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and ,
("the Contractor").
1. WORK.
A. The Contractor will provide all work required by the Contract Documents (the
"Work"). The Contractor agrees to do additional work arising from changes
ordered by the City in accordance with the Contract Documents.
B. The Contractor and the City agree to abide by the terms and conditions contained
in the Contract Documents;
C. The Contractor will furnish all of the labor; supplies and materials; equipment;
printing; vehicles; transportation; office space and facilities; all tests, testing and
analyses; and all matters whatsoever (except as otherwise expressly specified to
be furnished by the City) needed to perform and complete the Work and provide
the services required of the Contractor by the Contract Documents.
D. "Contract Documents" means the Notice Inviting Bids; Instructions to Bidders;
Supplementary Instructions to Bidders; Proposal; this Contract; Standard
Specifications; Supplementary Conditions; Exhibits; Technical Specifications;
List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders;
Notice of Completion; and all other documents identified in the Contract
Documents which together form the contract between the City and the Contractor
for the Work. The Contract Documents constitute the complete agreement
between the City and the Contractor and supersede any previous agreements or
understandings.
2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed
Dollars ($ ) for the Work in the manner set forth in the Contract Documents. The City
may adjust this amount as set forth in the Contract Documents.
3. TIME FOR PERFORMANCE.
I-D-1
Agreement No. 6038
A. The Contractor will fully complete the Work within Fo 40 working days (the
"Contract Time.")
B. The Contract Time will commence when the City issues a Notice to Proceed.
The Contract Documents will supersede any conflicting provisions included on
the notice to proceed issued pursuant to this Contract.
C. The Contractor may not perform any Work until:
i. The Contractor furnishes proof of insurance as required by the Contract
Documents; and
ii. The City gives the Contractor a written, signed, and numbered purchase
order and notice to proceed.
D. By signing this Contract, the Contractor represents to the City that the Contract
Time is reasonable for completion of the Work and that the Contractor will
complete the Work within the Contract Time.
E. Should the Contractor begin the Work before receiving written authorization to
proceed, any such Work is at the Contractor's own cost and risk.
4. DISPUTES. Disputes arising from this contract will be determined in accordance with the
Contract Documents and Public Contracts Code §§ 10240-10240.13.
5. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will
promptly inform the Contractor regarding third -party claims against the Contractor, but in no
event later than ten (10) business days after the City receives such claims. Such notification
will be in writing and forwarded in accordance with the "Notice" section of the Contract
Documents. As more specifically detailed in the Contract Documents, the Contractor agrees
to indemnify and defend the City against any third -party claim.
6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a
Taxpayer Identification Number.
7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole
expense, will obtain and maintain during the Contract Time, all necessary permits, licenses,
and certificates that may be required in connection with the Work.
8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models,
photographs and reports prepared by the Contractor under the Contract Documents are the
City's property. The Contractor may retain copies of said documents and materials as
desired, but will deliver all original materials to the City upon the City's written notice.
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
I-D-2
Agreement No. 6038
of insurance coverage to be maintained by the Contractor as required by the Contract
Documents, and any approval of such insurance by the City, are not intended to and will not
in any manner limit or qualify the liabilities and obligations otherwise assumed by the
Contractor pursuant to the Contract Documents, including, without limitation, to the
provisions concerning indemnification.
10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor
will act as an independent contractor and will have control of all work and the manner in
which is it performed. The Contractor will be free to contract for similar service to be
performed for other employers while under contract with the City. The Contractor is not an
agent or employee of the City and is not entitled to participate in any pension plan,
insurance, bonus or similar benefits the City provides for its employees. Any provision in
this Contract that may appear to give the City the right to direct the Contractor as to the
details of doing the work or to exercise a measure of control over the work means that the
Contractor will follow the direction of the City as to end results of the work only.
11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with
respect to all services and matters covered under this Contract. The City will have free
access at all reasonable times to such records, and the right to examine and audit the same
and to make transcript therefrom, and to inspect all program data, documents, proceedings
and activities. The Contractor will retain such financial and program service records for at
least three (3) years after termination or final payment under the Contract Documents.
12. NOTICES. All communications to either party by the other party will be deemed made
when received by such party at its respective name and address as follows:
The Cily The Contractor
Cheryl Ebert
Senior Civil Engineer
City of El Segundo
350 Main Street,
El Segundo, CA 90245
(310) 524-2321
cebeak el eaLitidr cam,
Any such written communications by mail will be conclusively deemed to have been received by
the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid and
properly addressed as noted above. In all other instances, notices will be deemed given at the
time of actual delivery. Changes may be made in the names or addresses of persons to whom
notices are to be given by giving notice in the manner prescribed in this paragraph.
13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the
exclusive benefit of the Contractor and the City and not for the benefit of any other party.
I-D-3
Agreement No. 6038
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 jurisdictionto 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.
IN WITNESS WHEREOF the parties hereto have executed this contract the day and
year first hereinabove written.
I-D-4
Agreement No. 6038
CITY OF EL SEGUNDO
Scott Mitnick
City Manager
ATTEST:
Tracy Weaver,
City Clerk
APPROVED AS TO FORM:
MARK D. HENSLEY, City Attorney
M.
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. 6038
FAITHFUL PERFORMANCE BOND
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
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, SPECIFICATIONS NO. PW 21-04, 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 21-04, 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 (CITY DRAWING FILE NO. PW 21-04) which are made a part of this bond when
said plans and profiles are approved by the City Council and filed with CITY's Engineering
Division. CITY has estimated the required amount of the bond as shown above.
2. PRINCIPAL's work on the Public Project will be done in accordance with
CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail
to complete all required work within the time allowed, CITY may, at its sole discretion, cause all
required work to be done and the parties executing the bond will be firmly bound for the
payment of all necessary costs therefor.
3. PRINCIPAL will guarantee its work against any defective work, labor, or
materials on the Public Project for a period of one (1) year following the Public Project's
completion and acceptance by CITY.
I-E-1
Agreement No. 6038
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 21-04 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
Agreement No. 6038
SIGNED AND SEALED this day of 120
PRINCIPAL's PRESIDENT SURETY'S PRESIDENT
PRINCIPAL's SECRETARY
PRINCIPAL's MAILING ADDRESS:
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.
I-E-3
Agreement No. 6038
LABOR AND MATERIALS BOND
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
Bond No.
Bond Fee:
("PRINCIPAL") and
corporation
as principal
a
incorporated under the laws of the State of and licensed by the State
of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held
and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS,
lawful money of the United States, which may be increased or decreased by a rider hereto
executed in the same manner as this bond, for the payment of which sum PRINCIPAL and
SURETY bind themselves, their successors, and assigns, jointly and severally, by this
instrument.
This bond is conditioned upon and guarantees payment by PRINCIPAL® to contractors,
subcontractors, and persons renting equipment: payment by PRINCIPAL and all PRINCIPAL'S
subcontractors for all materials, provisions, provender, or other supplies, and equipment used in,
upon, for or about the performance of the Fork contemplated in CITY HALL WINDOW
REPLACEMENT PROJECT, SPECIFICATIONS NO. PW 21-04 ("Public Project"), the
public works contract executed for such Public Project, and for all work or labor of any kind
performed for the Public Project. In the case of any default in the performance of the conditions
and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the
bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments,
penalties, or deficiencies arising by reason of such default.
BOND CONDITIONS
1. PRINCIPAL will construct the public improvements identified in
SPECIFICATIONS NO. PW 21-04, 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. PW 21-04), which are made a part of this bond when said plans and profiles are
approved by the City Council and filed with CITY's Engineering Division.
2. PRINCIPAL will pay all contractors, subcontractors, and persons renting
equipment.
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Agreement No. 6038
3. PRINCIPAL will pay for all materials and other supplies, for equipment
used in, on, for or about the performance of the Public Project, and will pay for all work
and labor thereon.
4. This bond is conditioned upon and guarantees due compliance with all applicable
law including, without limitation, the El Segundo Municipal Code ("ESMC").
5. SURETY, for value received, agrees that no changes, extensions of time,
alteration or modification of SPECIFICATIONS NO. PW 21-04, 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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Agreement No. 6038
SIGNED AND SEALED this day of
PRINCIPAL's PRESIDENT
PRINCIPAL'S SECRETARY
PRINCIPAL'S MAILING ADDRESS:
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. 6038
SECTION II - GENERAL REQUIREMENTS
CITY OF EL SEGUNDO
PUBLIC WORKS DEPARTMENT
GENERAL SPECIFICATIONS
1. REGISTRA"T10N1 OF C NTRACTORS
No bid will be accepted from a Contractor who has not been licensed in accordance with
the provisions of the laws of the State of California relating to licensing of contractors, for
the type of work to be performed under this Contract.
2. INSURANCE AND CITY BUSINESS LICENSE
Contractor and Sub -Contractors will obtain appropriate insurance and a City Business
License before execution of the construction contract.
3. EMERGENCY INFORIN1,1 TION
The names, addresses and telephone numbers of the Contractor and Sub -Contractors, or
their representatives, will be filed with the City Engineer and the City Police Department
BEFORE PERFORMING WORK.
4. FURNISF]ING OF WATER
Water necessary for the prosecution of the work as herein specified will be furnished by the
City in the following manner:
The Contractor will deposit with the City Water/Wastewater Division the sum of One
Thousand, One Hundred, Forty-four Dollars ($1,444.00) to insure against damage to a 2
%" Fire Hydrant water meter which will be furnished and installed by the City at a point
convenient to the site of the work. This deposit will be refunded to the Contractor upon
completion of the Project if, after removal ,and inspection of said meter by the City, it is
found to be in satisfactory condition. In event of damage to this meter while under the
jurisdiction of the Contractor, all or any part of said deposit may be retained by the City.
A non-refundable Activation Fee of One Hundred, Ten Dollars ($110.00) will be charged
upon activation of the temporary meter.
5. CALIFORNIA - OCCUPATIONAL SAFETY & 1-IEAL"I`H A.D—MINISTRATION
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. 6038
6. SCI IND MN°�1 ROL
The Contractor will comply with all local sound control and noise level rules, regulations
and ordinances that apply to any work performed pursuant to the contract.
Each internal combustion engine, used for any purpose on the Project or related to the
Project, will be equipped with a muffler of a type recommended by the manufacturer. No
internal combustion engine will be operated on the Project without said muffler.
The use of loud signals will be avoided in favor of light warnings except those required by
safety laws for the protection of personnel.
7. AIR POLLUTION CONTROL
The Contractor is put on notice that he must abide by all existing rules and regulations of the
SCAQMD (South Coast Air Quality Management District), relating to all operations or
equipment which discharge visible emissions or solid or liquid particles to the atmosphere.
8. WORKER UN117C D MS
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. 6038
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 ofthe "Standard Specifications for Public Works Construction" ("Greenbook")
and its supplements prepared and promulgated by the Southern California Chapters of
the American Public Works Association and the Associated General Contractors of
America, constitute the Standard Specifications for this project.
0-2 NUMBERING OF SECTIONS
The numbering contained within the Standard Specifications of the Contract
Documents is intended to correspond with Greenbook numbering.
1-2 DEFINITIONS
The following subsection is added to Subsection 1-2 of the Greenbook.
1-2.1 ADDITIONAL DEFINITIONS
Acceptance — The date on which the City Council accepts the Work as complete.
Architect, Design Engineers, Soils Engineer, Structural Engineers - Advisors
employed by the City.
City Council - The body constituting the awarding authority of the City.
Compensable Delay -- a delay entitling the Contractor to an adjustment of the Contract
Sum and an adjustment of the Contract Time in accordance with this Agreement.
Due Notice - A written notification, given in due time, of a proposed action where such
notification is required by the contract to be given a specified interval of time (usually
48 hours or two working days) before the commencement of the contemplated action.
Notification may be from Engineer to Contractor or from Contractor to Engineer.
Engineer - The City Engineer, or designee, as defined in the Greenbook. Unless
otherwise provided, all correspondence and decisions made relative to the contract will
be by the City Engineer or his designated representative.
PCC — California Public Contract Code.
Prompt - The briefest interval of time required for a considered reply, including time
required for approval of a governing body.
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Agreement No. 6038
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 ABBREVLATICINS
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 Public
Works Standards, Inc.
WATCH
Work Area Traffic Control Handbook
SPPWC
Standard Plans for Public Works Construction by the American Public
Works Association
SSPWC
Standard Specifications for Public Works Construction by the
American Public Works Association
ASA
American Standard Association
CITY
City of El Segundo
2-0 SCOPE AND CONTROI. OF WORD.
The following subsections 2-1.1 and 2-1.2 are added to the Greenbook.
2-1.1 ACCESS "I`G PROJECT SITE
Not later than the date designated in the City Notice to Proceed, 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.
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Agreement No. 6038
2-1.2 OWNE.RS111P AND USE OF CONTRACT DOCUMENTS.
The Contract Documents and all copies furnished to or provided by the Contractor are
the City's property and may not be used on other work.
2-3 SUBCONLRACTS
Subsection 2-3 Subcontractors of Greenbook is deleted in its entirety and replaced with
the following subsection.
2-3.1 GENERAL
Except as provided in PCC § § 4100 et. seq., each bidder will file with its bid the name
and location of the place of business of each subcontractor who will perform work or
labor or render service to the prime contractor in or about the construction of the work
or improvement, or a subcontractor licensed by the State of California who, under
subcontract to the prime contractor, specifically fabricates and installs a portion of the
work or improvement according to detailed drawings contained in the plans and
specifications, in an amount in excess of one-half of one percent of the prime
contractor's total bid. Only one subcontractor will be listed for each portion of the
work, which portion will be defined in the bid. In each instance, the nature and extent
of the work to be sublet will be described. The failure of the Contractor to specify a
subcontractor, or the listing of more than one subcontractor for the same portion of the
work, constitutes an agreement by the Contractor that it is fully qualified to perform
that portion itself and that it will perform that portion itself.
The Contractor must have the City Council's written consent to substitute a
subcontractor other than that designated in the original bid, to permit any subcontract
to be assigned or transferred, or to allow a subcontract to be performed by other than
the original subcontractor.
Subcontracting of work for which no subcontractor was designated in the original bid,
and which is more than one-half of one percent of the work, will be allowed only in
cases of public emergency or necessity, and then only after a finding reduced to
writing as a public record of the City Council setting forth the facts constituting the
emergency or necessity.
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
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Agreement No. 6038
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.
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 and in
effect for one year after the acceptance of the job by the City in accordance with the
guarantee required by Subsection 6-8.1.
2-5 PLANS AND SPECIFIC& 1ONS
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:
L 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
must be sUbmitted to the City representative for approval before the City pays a.
final retention amount.
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.
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Agreement No. 6038
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 is 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 C 1NTl ACT 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
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.
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Agreement No. 6038
2-8 RIGHT -GIB -WAY
The following subsection is added to Subsection 2-8 of the Greenbook.
2-8.1 ADDITIONAL WORD 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 —SURVEYSERVICE
2-9.3.1 CONS`I"RUCTION SIDR" EYING
The Contractor will provide for all construction surveying required to layout, monitor
and complete the work. The surveying will be performed by a Land Surveyor or Civil
Engineer authorized to practice land surveying by the State of California.
The Project Benchmark is shown on the plans. The Contractor will establish all
necessary control lines based on the plans and record information on file with the
County of Los Angeles Surveyor and the Engineer.
It is the responsibility of the Contractor to protect the survey control as shown on the
plans. If the survey control is destroyed or disturbed during construction, the
Contractor will provide for resetting them and file appropriate documents with the
County of Los Angeles at the direction of the Engineer.
Computations, survey notes, and other data used to accomplish the work will be neat,
legible and accurate. Copies of all computations, survey notes, and other data
(electronic format may be required) will be furnished to the Engineer before beginning
work that requires their use.
2-9.3.2 MEASUREMENT AND PAYMENT
Construction Survey — Unless a separate bid item is provided, payment will be
considered included in the other items of the bid and no additional payment will be
made therefore.
3-3.2.2 BASIS FOR ESTABLISHING COSTS
Subsection 3-3.2.2.3, Tool and Equipment Rental is modified where the second and
third paragraphs are replaced with "Regardless of ownership, the rates to be used in
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Agreement No. 6038
determining the equipment usage costs will not exceed those listed for the same or
similar equipment in the California State Department of Transportation publication of
Labor Surcharge and Equipment Rates effective for the period of usage."
3-3.2.3 MARK UP
Subsection 3-3.2.3, Mark Up, is deleted in its entirety and replaced by the following
subsection:
(a) Work by Contractor. The following percentages will be added to the
Contractor's costs and will constitute the markup for all overhead and profits.
1) Labor ............................ »............ .»»20
2) Materials .............. ---- ...... ,..... .»15
3) Equipment Rental ...... ».»»........... ».».15
4) Other Items and Expenditures ...... 15
To the sum of the costs and markups provided for in this subsection, 1 percent
will be added as compensation for bonding. No other formula, e.g., the
Eichleay or other method, may be used to calculate daily damages for office
overhead, profit, or other purported loss.
(b) Work by Subcontractors. When all or any part of the extra work is performed
by a Subcontractor, the markup established in 3-3.2.3(a) will be applied to the
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 B) CONTRACTOR
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 CHANGED 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
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Agreement No. 6038
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
time period set forth in Subsection 6-11.3, the Contractor is liable to the City for any
extra costs incurred as a result of the Contractor's failure to promptly give such notice.
Changed conditions include, without limitation, the following:
1. Subsurface or latent physical conditions differing materially from those
represented in the Contract Documents;
2. Unknown physical conditions of an unusual nature differing materially from
those ordinarily encountered and generally recognized as inherent in work of
the character being performed; and
3. 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:
1. The information is made available for the Bidders' convenience and is not a
part of the Contract.
2. The City has not determined the accuracy or completeness of such information
and all such information is made available to Bidders without any
representation or warranty by the City whatsoever as to its accuracy,
completeness, or relevancy.
3. Bidders will independently evaluate such information for their use and will be
solely responsible for use or interpretation of such information. Any such use
or interpretation will not be the basis of any claim against the City.
3-5 D�ISp1l"I I D-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
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Documents,
4-1.3 INSPECTION E UIREMEN T'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 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.
4-1.6 TIiAII NAMIS GR I 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 must 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:
a 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. 6038
specifications of the specified item.
Work locations and reference telephone numbers of at least three (3) locations
where the proposed "equal" item has been recently installed under similar
conditions.
Warranty data.
The Bidder will be notified by the Engineer whether or not the proposed "equal'
product is acceptable to the City five () 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 tile proposed "'equal" product without
further consideration.
5-2 PROTECTION
The following subsection is added to Subsection 5-2 of the Greenbook.
5-2.1 1 ICORRECT LOCATION DE UU 1. ITIES
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 R F Q, PON S1RILITY OF UTILITY R.EM OVAL 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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5-5.1 CALCULATING IDLE "1"1ME
Equipment idle time will calculated in accordance with Subsection 3-3.2.2 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.
6-1 C NS"1 R iC"I 1C11�i SCllEl 1 l E A111 Ci IlvlEl 10EMEl 9'I ° WORT
Section 6-1, Construction Schedule and Commencement of Work, is deleted in its
entirety and replaced by the following subsections.
1're-Construction Meetin :
After contract award, the City will arrange for a pre -construction meeting to discuss
the construction of the project. City will invite utility agencies and the contractor will
arrange for all of its sub -contractors to attend the meeting.
6-1.1 CONTRACT SCHEDULE
After notification of award and before starting any work, the Contractor will submit a
Contract Schedule to the Engineer for review, as required by these Specifications
within fifteen (15) calendar days of award.
6-1.2 C l �l E1gT l Cf}l i"I I ACT SCFJE1 1.. LE
The Contract Schedule, and any updated Contract Schedule, will meet the following
requirements:
1. Schedules must be suitable for monitoring progress of the Work.
2. Schedules must provide necessary data about the time for the Engineer's
decisions.
3. Schedules must be sufficiently detailed to demonstrate adequate planning for
the Work.
4. Schedules must represent a practical plan to complete the Work within the
Contract Time.
5. Schedules must show the critical path method for completing the Work.
The Engineer's review of the form and general content of the Contract Schedule and
any updated Contract Schedules is only for the purpose of determining if the listed
requirements are satisfied, nothing more.
6-1.3 EFFECT OF CONTRA CIF SCHEDULE
The Contract Schedule, and any updated Contract Schedules, will represent a practical
plan to complete the Work within the Contract Time. Extension of any schedule
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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.
6-1.4 C II IEi CEI+ TENT Dp Cf N"l" I AC,.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) calendar days after the date of the Notice to Proceed, and be diligently
prosecuted to completion with the time provided in the Specifications.
I1-B-12
Agreement No. 6038
6-4 DEFAULT 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 OV R T'1-1E 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 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:
1. Serve written notice upon the Surety on its Faithful Performance Bond
demanding satisfactory compliance with the Contract. In such event the Surety
will, within 5 days, assume control and perform the Work as successor to the
Contractor;
2. The City may perform the Work itself and deduct the cost thereof from any
payment due to the Contractor;
3. The City may replace the Contractor with a different contractor to complete the
work and deduct the cost thereof from any payment due to the Contractor.
Nothing herein will waive, or serve as a limitation upon, any additional remedy the
City may have under these Contract Documents or applicable law.
6-4.3 SURET"Y'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
II-B-13
Agreement No. 6038
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 DELAYS AND EXTENSIONS OF TIME
Subsection 6-6 is deleted in its entirety and replaced with the following subsections.
6-6.1 GENERAL
If delays are caused by unforeseen events beyond the control of the Contractor, such
delays will entitle the Contractor to an extension of time as provided herein, but the
Contractor will not be entitled to damages or additional payment due to such delays
except as otherwise provided herein. Excusable delay may include: war, earthquakes
exceeding 3.5 on the Richter Scale, government regulation, labor disputes outside the
contemplation of the parties, strikes outside the contemplation of the parties, fires,
floods, changes to the Work as identified herein, or other specific events that may be
further described in the Specifications.
Delays to the project caused by labor disputes or strikes involving trades not directly
related to the project, or involving trades not affecting the project as a whole will not
warrant an extension of time.
The City will not grant an extension of time for a delay by the Contractor's inability to
obtain materials unless the Contractor furnishes to the Engineer documentary proof.
The proof must be provided in a timely manner in accordance with the sequence of the
Contractor's operations and accepted construction schedule.
Should delays be caused by events other than those included herein, the Engineer may,
but is not required to, deem an extension of time to be in the City's best interests.
6-6.2 ETENSIiNS C11µ 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 F"AYIviEN"I IMGR DELAYS TO CONTRACTOR
Any payment for compensable delay will be based upon actual costs as set forth in
II-B-14
Agreement No. 6038
Subsection 5-5 excluding, without limitation, what damages, if any, the Contractor
may have reasonably avoided. The Contractor understands that this is the sole basis for
recovering delay damages and explicitly waives any right to calculate daily damages
for office overhead, profit, or other purported loss, using different formulas including,
without limitation, the Eichleay Formula.
6-6.4 WRITTEN NOTICE AND DEPORT
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 WORKIN w 1-1 'UI 'S
City Hall is open from Monday thru Thursday lam -5pm and alternating Friday's 7am-
4pm. It is closed the following holidays:
New Year's Day
Martin Luther King, Jr. Day
President's Day
Memorial Day
Independence Day
Labor Day
Veteran's Day
Thanksgiving
Christmas Eve
Christmas
New Year's Eve
New Year's Day
Working on Fridays when City Hall is closed is acceptable. If the Contractor,
however, requests an inspection a day when City Hall is closed, then the Contractor
will have to reimburse the City for the costs of inspection. The Contractor must request
such an inspection at least 48 hours in advance. City inspections during hours when
City Hall is closed are subject to inspection overtime fees to be paid for by the
Contractor. Friday work that does not require inspection can be done without an
inspection fee and must be discussed with City staff before its occurrence. If the
Contractor does construction on a Friday or a day when City Hall is closed, that day is
counted as a project working day.
On workdays, Contractor's activities will be confined to the hours between 7:00 a.m.
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Agreement No. 6038
and 4:00 p.m. Please see Section 6-7.5 below for weekend and holiday work
restrictions.
6-7.4 NIGHT WG�I I
The following paragraph is added to Section 6-7 of the Greenbook:
The City will not permit Work between the hours of 4 p.m. and 7 a.m. of the following
day unless specifically provided for in the bid documents or unless the Contractor
receives prior written approval.
6-7.5 WEEKEND AND 140LIDAY 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 of the Greenbook is deleted in its entirety and replaced by the
following:
The Work will be inspected by the Engineer for acceptance upon the Engineer
receiving the Contractor's written assertion that the Work is complete.
If, in the Engineer's judgment, the Work is complete and is ready for acceptance, the
Engineer will accept the Work on behalf of the City in the manner prescribed by the
City. The Engineer will recommend approval of the Notice of Completion to the City
Council. This will be the date when the Contractor is relieved from responsibility to
protect the Work.
All work will be guaranteed by the Contractor against defective workmanship and
materials furnished by the Contractor for a period of 1 year from the date the Work
was completed. The Contractor will replace or repair any such defective work in a
manner satisfactory to the Engineer, after notice to do so from the Engineer, and within
the time specified in the notice. If the Contractor fails to make such replacement or
repairs within the time specified in the notice, the City may perform this work and the
Contractor's sureties will be liable for the cost thereof.
6-8.1 GENEICAL GUARANTY
The Contractor will remedy any defects in the work and pay for any damage to other
work resulting therefrom, which will appear within a period of one year from the date
of final acceptance of the work unless a longer period is specified. The owner will give
notice of observed defects with reasonable promptness.
6-9 LIQUIDATED -DAMAGES
Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and
replaced by the following subsections.
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Agreement No. 6038
6-9.1 l All. U1 E [ O COMPLETE WORK ON TIME
If all the work called for under the contract is not completed before or upon the
expiration of the Contract Time, the City will sustain damage. Since it is and will be
impracticable to determine the actual damage which the City will sustain in the event
of and by reason of such delay, it is therefore agreed that the Contractor will pay to the
City the sum specified in the Proposal for each and every calendar day beyond the time
prescribed to complete the work not as a penalty, but as a predetermined liquidated
damage. The Contractor agrees to pay such liquidated damages as are herein provided,
and in case the same are not paid, agrees that the City may deduct the amount thereof
from any money due or that may become due to the Contractor under the contract.
Unless otherwise specified, liquidated damages will be $250 per calendar day.
6-11 DISPUTE'S AND CLAl14S PROCEDURE
6-11.1 GENERAL
Consistent with PCC § 10240.6, "Claim" means a written demand or assertion by the
Contractor that seeks an adjustment or interpretation of the terms of the Contract
Documents, payment of money, extension of time, or other relief with respect to the
Contract Documents, including a determination of disputes or matters in question
between the City and the Contractor arising out of or related to the Contract
Documents or the performance of the Work, and claims alleging an unforeseen
condition or an act, error, or omission by the City, the Engineer, their agents or
employees. "Claim" does not mean, and the Claims procedures herein do not apply, to
the following:
1. Claims respecting penalties for forfeitures prescribed by statute or regulations,
which a government agency is specifically authorized to administer, settle, or
determine.
2. Claims respecting personal injury, death, reimbursement, or other
compensation arising out of or resulting from liability for personal injury or
death.
3. Claims respecting a latent defect, breach of warranty, or guarantee to repair.
4. Claims respecting stop notices.
If a Claim is subject to the Change Order procedures, the Claim arises upon the
issuance of a written final decision denying in whole or in part the Contractor's
Change Order Request. If a Claim is not subject to the Change Order Procedures, the
Claim arises when the Contractor discovers, or reasonably should discover, the
condition or event giving rise to the Claim.
6-11.2 FORM
A Claim must include the following:
1. A statement that it is a Claim and a request for a decision.
II-B-17
Agreement No. 6038
2. A detailed description of the act, error, omission, unforeseen condition, event
or other condition giving rise to the Claim.
3. If the Claim is subject to the Change Order procedures, a statement
demonstrating that a Change Order Request was timely submitted and denied.
4. A detailed justification for any remedy or relief sought by the Claim, including
to the extent applicable, the following:
a) If the Claim involves extra work, a detailed cost breakdown claimed.
The breakdown must be provided even if the costs claimed have not
been incurred when the Claim is submitted.
b) To the extent costs have been incurred when the Claim is submitted,
the Claim must include actual cost records (including, without
limitation, payroll records, material and rental invoices) demonstrating
that costs claimed have actually been incurred.
c) To the extent costs have not yet been incurred at the time the Claim is
submitted, actual cost records must be submitted on a current basis not
less than once a week during any periods costs are incurred. A cost
record will be considered current if submitted within seven (7) calendar
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).
If the Claim involves an error or omission in the Contract Documents:
a) An affirmative representation that the error or omission was not
discovered before submitting a bid for the Contract; and
b) A detailed statement demonstrating that the error or omission
reasonably should not have been discovered by the Contractor, its
Subcontractors and suppliers, before submitting a bid for the Contract.
6. If the Claim involves an extension of the Contract Time, written documentation
demonstrating the Contractor's entitlement to a time extension.
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
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Agreement No. 6038
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, FI)RTHER, THAT I AM FAMILIAR W1T11 CALIFORNIA
PENAL CODE § 72 AND CALIFORNIA GOVERNMENT CODE § I2650,
ET SEQ., PERTAINING TO FALSE CLAIMS, AND FUR°I..I-IER KNOW
AND UNDERSTAND THAT SUBMITTING OR CERTIFYING A FALSE
CLAIM MAY LEAD TO FINES, IMPRISONMENT, AND OTHER SEVERE
LEGAL CONSEQUENCES."
6-11.3 CLADS 'SUBMITTED TO ENGINEER
Within thirty (30) calendar 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 PRERE UISI 'E TO O—T I IER REMEDY
The Contractor certifies that it is familiar with PCC § 10240.2 and understands and
agrees that submitting a Claim in accordance with these Specifications is an express
condition precedent to the Contractor's right to otherwise pursue a claim whether
through alternative dispute resolution or by litigation. Should the Contractor fail to
submit a claim in accordance with these Specifications, including the time limits set
forth herein, it will waive any right to a remedy, whether in law or equity, it might
otherwise have pursuant to the Contract Documents or applicable law.
6-11.5 DECISION ON CLAIMS
The Engineer will promptly review Claims submitted by the Contractor in accordance
with these Specifications. Should the Engineer require additional supporting evidence
to evaluate the claim, the Engineer will request such additional information in writing.
Any such requested data will be furnished not later than ten (10) calendar days after
the Contractor receives the Engineer's request.
The Engineer will render a decision not later than thirty (30) days after either receiving
the Claim or the deadline for furnishing additional supporting data, whichever is later.
If the Claim amount is more than $50,000, the time period will be extended to sixty
(60) days. 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:
II-B-19
Agreement No. 6038
"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 thirty (30) calendar days of the date
of this decision, the decision will become final and binding and not subject to further
appeal."
6-11.6 AF°PpAI Dl l: NG1NI1 R'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 thirty (30) calendar days of
receiving the Engineer's decision.
The Public Works Director will address disputes or claims within thirty (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 thirty (30) calendar days of the City's final decision.
6-11.7 ME
DIATIGN
If the City and the Contractor agree, disputes between the parties may be submitted to
non -binding mediation. If the parties cannot agree to an alternative form of mediation,
then mediation will be administered by the American Arbitration Association ("AAA")
under its Construction Industry Mediation Rules, unless the use of such rules are
waived by mutual stipulation of both parties.
The parties may, but are not required to be, represented by counsel in mediation.
The requirement for mediation will not alter or modify the time limitations otherwise
provided for claims and no conduct or settlement negotiation during mediation will be
considered a waiver of the City's right to assert that claim procedures were not
followed.
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.
II-B-20
Agreement No. 6038
6-11.9 WHEN ARBITRATION DECISION' BECOMES BINDING
The decision rendered by the arbitrator will become binding upon the parties unless
appealed to the Los Angeles County Superior Court pursuant to PCC § 10240.12
within thirty (30) calendar 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 A: PEAL "IO SUPERIOR COURT; WAIVER OF JURY TRIAL
Should a party timely object to the arbitration decision, it may file a petition with the
Los Angeles County Superior Court in accordance with California Code of Civil
Procedure ("CCP") §§ 1285, et seq. Notwithstanding the limitations set forth in CCP §
1286.2, the court may vacate, correct, or adjust an arbitration award, and enter
judgment in accordance with CCP § 1287.4, for any legal or equitable basis including,
without limitation, error of law. The court will apply the substantial evidence standard
of review when considering the appeal of an objecting party.
BY EXECUTING THESE CONTRACT DOCUMENTS, THE CONTRACTOR
AGREES TO HAVE DISPUTES OR CONTROVERSY CONCERNING THE
CONSTRUCTION, INTERPRETATION, PERFORMANCE, OR BREACH OF
THESE CONTRACT DOCUMENTS, INCLUDING CLAIMS FOR BREACH OF
CONTRACT OR ISSUES OF BAD FAITH DECIDED IN ACCORDANCE WITH
THIS SECTION 6-11. BOTH THE CITY AND THE CONTRACTOR WAIVE
THEIR RIGHT TO A JURY TRIAL FOR THESE DISPUTES OR ISSUES.
6-11.11 AB 6 6 C1,AIMS° PR0QES
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 Greenbook.
II-B-21
Agreement No. 6038
7-2.3 PREVAILING WAGES
The Contractor will post at appropriate conspicuous points at the site of"the project a
schedule showing determinations of the Director of Industrial Relations of the
prevailing rate of per diem wages. It will be the Contractor's responsibility to obtain
copies of the prevailing rate of per diem wages. One source that may be used is the
California Department of Industrial Relations website which is currently located at
www.dir.ca.gov, or by calling the Prevailing Wage Unit at (415) 703-4774.
Attention is directed to Labor Code §§ 1777.5, 1777.6 and 3098 concerning the
employment of apprentices by the Contractor or any subcontractor.
Labor Code § 1777.5 requires the Contractor or subcontractor employing tradesmen in
any apprenticeship occupation to apply to the joint apprenticeship committee nearest
the site of the public works project and which administers the apprenticeship program
in that trade for a certificate of approval. The certificate will also fix the ratio of
apprentices to journeymen that will be used in the performance of the contract. The
ratio of apprentices to journeymen in such cases will not be less than one to five
except:
a) When employment in the area of coverage by the joint apprenticeship
committee has exceeded an average of 15 percent in the ninety (90) calendar
days before the request for certificate, or
b) When the number of apprentices in training in the area exceeds a ratio of one to
five, or
c) When the trade can show that it is replacing at least 1/30 of its membership
through apprenticeship training on an annual basis state-wide or locally, or
d) When the Contractor provides evidence that the Contractor employs registered
apprentices on all of his contracts on an annual average of not less than one
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.
II-B-22
Agreement No. 6038
7-2.4 RECORD OF WAGE'S PAID: 1NSPEC'T"ION
Every Contractor and subcontractor will keep an accurate certified payroll records
showing the name, occupation, and the actual per diem wages paid to each worker
employed in connection with the Work. The record will be kept open at all reasonable
hours to the inspection of the body awarding the contract and to the Division of Labor
Law Enforcement. If requested by the City, the Contractor will provide copies of the
records at its cost.
7-3 LIABILITY INSI.J,RANCE
Subsection 7-3, Liability Insurance, of the Greenbook is deleted in its entirety and
replaced by the following subsections.
7-3.1 GENERAL
Contractor must 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 that may arise from or in connection with the performance of the work
covered by this agreement by the Contractor, its agents, representatives, employees or
subcontractors:
COVERAGE PER
OCCURRENCE
Comprehensive General Liability
Business Auto
Workers' Compensation
ISO FORM
CL 00 02 01 85 or 88
CA 00 01 01 87
COMBINED
SINGLE
LIMIT
$2,000,000
$1,000,000
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.
II-B-23
Agreement No. 6038
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 ofthe 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.
WORKER'S COMPENSATION:
The insurer will agree to waive all rights of subrogation against the City, its officers,
officials, employees and volunteers for losses arising from work performed by the
Contractor for the City.
ALL COVERAGES:
Each insurance policy required by this subsection will be endorsed to state that
coverage will not be suspended, voided, cancelled by either party, reduced in coverage
or in limits except after thirty (30) calendar 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) calendar 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.
II-B-24
Agreement No. 6038
CG 20 10 11 85, or equivalent. Certificate/endorsement for Workers Compensation
Insurance will be furnished on State Comp Fund or other industry standard form.
Except for worker's compensation insurance, all insurance required herein will be
placed with insurers with a Best's Rating of not less than ANII. Worker's
compensation insurance policies will meet the requirements of California law.
All subcontractors employed on the work referred to in this contract will meet the
insurance requirements set forth for Contractor. Contractor will furnish certificates of
insurance and endorsements for each subcontractor at least five days before the
subcontractor entering the job site, or Contractor will furnish City an endorsement
including all subcontractors as insureds under its policies.
Except as provided in Subsection 6-10, the Contractor will save, keep and hold
harmless the City, its officers, officials, employees, agents and volunteers from all
damages, costs or expenses in law or equity that may at any time arise or be claimed
because of damages to property, or personal injury received by reason of or in the
course of performing work, which may be caused by any willful or negligent act or
omission by the Contractor or any of the Contractor's employees, or any subcontractor.
The City will not be liable for any accident, loss or damage to the work before its
completion and acceptance, except as provided in Subsection 6-10.
The cost of such insurance will be included in the various items of work in the
Contractor's bid and no additional compensation for purchasing insurance or additional
coverage needed to meet these requirements will be allowed.
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 INDL-,MIFI A"I"IG1'~+i NN C EF SEAS
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
II-B-25
Agreement No. 6038
or indirectly arising from the performance of the contract or work, regardless of
responsibility for negligence, and from any and all claims, losses, damage, expenses,
and liability, howsoever the same may be caused, resulting directly, or indirectly from
the nature of the work covered by the contract, regardless of responsibility for
negligence, to the fullest extent permitted by law. In accordance with Civil Code §
2782, nothing in this Subsection 7-3.2 or in Subsection 7-3 of the Standard
Specifications will require defense or indemnification for death, bodily injury, injury to
property, or any other loss, damage or expense arising from the sole negligence or
willful misconduct of the City, or its agents, servants or independent contractors who
are directly responsible to the City, or for defects in design furnished by such persons.
Moreover, nothing in this Subsection 7-3.2 or in Subsection 7-3 will apply to impose
on the Contractor, or to relieve the City from, liability for active negligence of the
City.
The City does not, and will not, waive any rights against the Contractor which it may
have by reason of the aforesaid hold harmless agreements because of the acceptance by
the City, or deposit with City by Contractor, of any insurance policies described in
Subsection 7-3 of the Special Provisions. This hold harmless agreement by the
Contractor will apply to all damages and claims for damages of every kind suffered, or
alleged to have been suffered by reasons of any of the aforesaid operations of
Contractor, or any subcontractor, regardless of whether or not such insurance policies
are determined to be applicable to any of such damages or claims for damages.
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. 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 CLEANUP AND DUST -CONTROL
Subsection 7-8.1, Cleanup and Dust Control, ofthe Greenbook is deleted in its entirety
and replaced by the following subsections.
II-B-26
Agreement No. 6038
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 dust control 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 deposits and fees as
described in this contract, the Engineer will cause a meter to be installed. All water
used from the hydrant will be metered and charged to the Contractor at the prevailing
rate plus the current daily meter rental rate. The Contractor will be charged a $15
reconnect fee if the Contractor wishes to move the meter to a different hydrant. Costs
of water to be used will be included in the cost of various bid items.
7-8.6 WATER I OLI. UNON CONTROL.,
The following requirements are added to 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
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Agreement No. 6038
labor to install temporary sediment filtering systems and other water pollution
prevention control measures. These control measures will be in place and.
maintained by the Contractor on a daily basis on days when construction is not
in progress due to rain.
(h) All costs associated with water pollution control will be borne by the
Contractor.. Any expense incurred by the. City to expeditiously respond to
storm drain contamination resulting from Contractor's failure to implement
water pollution control measures will be charged to the Contractor.
7-9 PROTECTION.AND RES"TOI ATION OF l 1STING II" PROVEMFV `'NTS
The following requirements are added to Section 7-9:
Where existing traffic striping, pavement markings, and curb markings are damaged or
their reflectively reduced by the Contractor's operations, such striping or markings will
also be considered as existing improvements and the Contractor will replace such
improvements.
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 ANI SAIyETY
The following requirement is added to Section 7-10:
Unless otherwise specified all traffic control will be performed in accordance with the
Work Area Traffic Control Handbook (WATCH) Latest Edition, published by
Building News.
7-10.1 TRAFFIC AND ACCESS
The Contractor will notify the occupants of all affected properties at least 48 hours
before 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 (5) feet to the edge of any excavation and two
(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
II-B-28
Agreement No. 6038
traffic lane will be five (5) feet. Pedestrians and vehicles will be protected from all
excavations, material storage, and/or obstructions by the placement of an adequate
number of lighted barricades (minimum two (2)) at each location, one (1) at each end
of the obstruction or excavation), which will have flashing lights during darkness.
Barricades will be Type I or Type II per Section 7-3 of the WATCH Manual and lights
will be Type A per Section 7-6 of the "Work Area Traffic Control Handbook"
(WATCH).
7-10.2 STREETCLOSURES I ETOURS 13AR ICAI ES
Street closures will not be allowed except as specifically permitted by the Engineer.
The Contractor will prepare any traffic control or detour plans that may be required as
directed by the Engineer. Lane transitions will not be sharper than a taper of thirty (30)
to one (1).
Temporary traffic channelization will be accomplished with barricades or delineators.
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 PRI` TECTION OF 11JE PUBLIC
It is part of the service required of the Contractor to make whatever provisions are
necessary to protect the public. The Contractor will use foresight and will take such
steps and precautions as his operations warrant to protect the public from danger, loss
of life or loss of property, which would result from interruption or contamination of
public water supply, interruption of other public service, or from the failure of partly
completed work or partially removed facilities. Unusual conditions may arise on the
Project which will require that immediate and unusual provisions be made to protect
the public from danger or loss of life, or damage to life and property, due directly or
indirectly to prosecution of work under this contract.
Whenever, in the opinion of the Engineer, an emergency exists against which the
Contractor has not taken sufficient precaution for the public safety, protection of
utilities and protection of adjacent structures or property, which may be damaged by
the Contractor's operations and when, in the opinion of the Engineer, immediate action
will be considered necessary in order to protect the public or property due to the
Contractor's operations under this contract, the Engineer will order the Contractor to
provide a remedy for the unsafe condition. If the Contractor fails to act on the situation
immediately, the Engineer may provide suitable protection to said interests by causing
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Agreement No. 6038
such work to be done and material to be furnished as, in the opinion of the Engineer,
may seem reasonable and necessary.
The cost and expense of said labor and material, together with the cost and expense of
such repairs as are deemed necessary, will be borne by the Contractor. All expenses
incurred by the City for emergency repairs will be deducted from the progress
payments and the final payment due to the Contractor. Such remedial measures by the
City will not relieve the Contractor from full responsibility for public safety.
7-15 HAZARDOUS MATERIAL,
The following Subsection will be added to Section 7 of the Greenbook:
For any excavation, which extends more than four feet below existing grade, the
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 WDI�I ,
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
II-B-30
Agreement No. 6038
for at the price indicated in the Proposal. Such payment will be full compensation for
all costs for labor, equipment, materials and plant necessary to furnish, construct and
install the lump sum item of work, complete, in place, and for all necessary
appurtenant work, including, but not limited to, all necessary cutting, patching, repair
and modification of existing facilities, and clean up of site.
Contractor will furnish three copies of a detailed schedule, which breaks down the
lump sum work into its component parts and cost for each part, in a form and
sufficiently detailed as to satisfy Engineer that it correctly represents a reasonable
apportionment of the lump sum. This schedule is subject to approval by Engineer as to
both the components into which the lump sum item is broken down, and the proportion
of cost attributable to each component.
This schedule will be the basis for progress payments for the lump sum work.
9-3.2 PARTIAL AND FINAL, PAYMENT'S
ENT'S
The text of Subsection 9-3.2 of the Standard Specifications is deleted and replaced
with the following:
The closure date for the purpose of making partial progress payments will be the last
working day of each month. The Contractor will prepare the partial payment invoice
with measurement of the work performed through the closure date and submit it to the
CITY for approval.
When work is complete, the Contractor will determine the final quantities of the work
performed and prepare the final progress payment, and submit it to the Engineer for
approval.
It will take a minimum of thirty-five (35) calendar days from the date of approving the
Contractor's invoice to make the payment to the Contractor. However, payments will
be withheld pending receipt of any outstanding reports required by the contract
documents, or legal release of filed Stop Payment Notices against the Contractor. In
addition, the final progress payment will not be released until the Contractor returns
the control set of Plans and Specifications showing the as -built conditions.
The full five percent (5%) retention will be deducted from all progress payments. The
Contractor will make a payment request for the retained amount, for approval by the
City, upon field acceptance of the work by the City Engineer. The City Engineer upon
field acceptance and receipt of the final as -built plans and any other reports or
documents required to be provided by the Contractor will process a recommendation to
the City Council for acceptance of the work. Not less than thirty-five (35) calendar
days from the City Council acceptance of the work, the Contractor's final payment will
be made provided Stop Payment Notices or other claims have not been filed against the
Contractor and/or the City by material suppliers, sub -contractors, other governmental
agencies, and private property owners. Until these Stop Payment Notices are released
and claims are resolved the stop payment/claim amount will be withheld from the final
payment.
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Agreement No. 6038
The Contractor, however, may receive interest on the retention for the length of
construction, or receive the retention itself as long as the retention is substituted with
escrow holder surety or equal value.
At the request and expense of the Contractor, surety equivalent to the retention may be
deposited with the State Treasurer, or a State or Federally chartered bank, as the
escrow agent, who will pay such surety to the Contractor upon satisfactory completion
of the contract.
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 MA"T"ERIALS
Materials and equipment delivered or stored, but not incorporated into the work, will
not be approved for progress payments.
100-1 TERMINATION OF ACENcY LI.ABII Fy°
Before receiving final payment, the Contractor will execute a "Release on Contract"
form which will operate as, and will be a release to the City, the City Council, and each
member of the City Council and their agencies, from all claims and liability to the
Contractor for anything done or furnished for, or relating to, the work or for any act of
neglect of the City of any person relating to or affecting the work, except the claim
against the City for the remainder, if any there be, of the amounts kept or retained as
provided in Subsections 9-3 of the Standard Specifications and except for any
unsettled claims listed on said form which have been filed in compliance with the
requirements for making claims.
- END OF SECTION -
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Agreement No. 6038
SECTION III — SPECIALPROVISIONS
1-0. GENFRAI, S"CPI 1"1ME l Old COMPLITION AND LOCATION OF "CORK
1-1. General Sco e of Work:
The work to be done consists of furnishing all supervision, materials, labor, equipment,
tools and incidentals for removal as required in the specifications and contract
documents for the following project: "City Hall Window Replacement Project". As
part of this work, implementation of the recommendations contained in the Gale
Jordan Associates report are the responsibility of the Contractor.
1-2. Location of the Work:
The project will occur at City Hall, 350 Main Street, in the City of El Segundo.
1-3. Working Days Time for Cosxa letion:
Contractor will commence work on date specified in the Notice to Proceed to be issued
to the Contractor by City of El Segundo Public Works Department and shall complete
work within forty (40) working days after the date of commencement.
2-0. NOTIFICATIONS
The CONTRACTOR will notify all agencies listed here 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, Cheryl Ebert, Public Works Project Manager 310-524-2321
shutdown of work, Lifan Xu, City Engineer 310-524-2368
or resumption of Elias Sassoon, Director of Public Works 310-524-2356
work after shutdown
2. Closing of streets El Segundo Police Department* * 310-524-2200
El Segundo Fire Department** 310-524-2269
* * 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 310-524-2754
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Agreement No. 6038
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.
2-2
3-0.
NO PARKING NOTIFICATIONS
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 tenporary 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.
NOTIFICATION Or -RESIDENTS
The City will require the Contractor to distribute one (1) "Public Notice" to each
resident affected by the construction. Notice must be approved by the City prior to
distribution. The notice shall be distributed minimum five (5) calendar days prior to
the start of any work. Notice shall be attached to a red information hanger provided by
the Contractor and hung on the front door knob of every resident on the project streets.
Notices shall include the project times, dates, working hours, and description of project
activities. If any changes occur to project times, dates or working hours, the
Contractor will revise and re -deliver the Notice to affected persons.
MOB1LI. A"I"ION
Mobilization shall conform to the provisions of Section 9-3.4 of the Standard
Specifications. The scope of work under mobilization includes but is not limited to.
1. Obtaining and paying for all required bonds, insurance, permits, and licenses.
2. Completing and submitting required documents as required per specifications.
3. Moving on to the site of all Contractor's equipment required for operations.
4. Providing on -site sanitary facilities.
5. Arranging for and erection of Contractor's work and storage yard.
6. Posting all OSHA required notices.
7. Submittal of Construction Schedule, Contractor Contact List, and Notices to City
staff for City approval.
8. Distribution of a City -approved Notice to Business and Residents at least one
week prior to construction.
9. Notification of City staff and residents/pedestrians, including temporary warning
and safety signage leading to areas where construction is occurring or where
materials are being staged. Notification shall take place at least 72 hours before
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Agreement No. 6038
construction as well as during construction.
10. Re -notification of all affected parties for all construction schedule changes.
11. Protection of utility facilities, landscapes, pavements, structures, and any existing
condition and other public property in place during any construction activities. This
includes protection of planter boxes and vegetation.
12. Traffic control as required per W.A.T.C.H. manual and CA MUTCD or approved
traffic control plans.
13. Coordinating with Underground Service Alert (USA) or Dig Alert to mark
underground utilities before any excavation.
14. Coordination with utility agencies, street sweeper, and waste hauler to avoid conflicts
during project activities.
15. Providing Best Management Practices (BMPs) necessary to comply with NPDES
requirements.
16. Bringing unforeseen field conditions to City staff s attention in a timely manner.
17. Restoration of private and public property to existing standard conditions upon
demobilization.
18. Clearing and grubbing, and landscape removal if necessary.
19. Installing and removing of all temporary facilities required for operations.
20. Removal and disposal of any existing unused materials from the project sites.
21. Furnishing temporary water services to maintain water services to consumers at all
times.
22. Demobilization.
3-1. Clearing, grubbing, and landscape removal shall take place as necessary for all
construction activities to occur, including but not limited to Section 300-1 of the
Standard Specifications. If applicable, live tree roots shall be inspected by the
Recreation and Parks Department after the surface above them has been removed, to
ascertain if tree root barrier installation or full tree removal is necessary. Costs for
clearing, grubbing, and landscape/tree root removal shall be included in the bid prices
for the different bid items. All such removals shall take place prior to any excavation
for construction. Where necessary, the contractor shall replace residential landscaping
or sprinklers damaged by construction after construction is complete.
3-1 Underground Service Alert, 1-800-227-2600, shall be contacted and the contractor
shall determine the exact location of all utilities prior to beginning excavation and
construction. If conflicts are discovered, the Contractor shall notify the Engineer
immediately. A detailed description of the depth and location of utility conflicts in
relation to the proposed storm drain facilities shall be provided to City Inspector as
well as the applicable utility agency. A list of utility agency and waste hauler contact
number is included in the Appendix.
3-3. Demobilization shall include all activities for the Contractor to remove all equipment,
on -sine sanitary facilities, etc. from the project areas after construction is complete.
Demobilization shall also include general cleanup activities and specific punch list
items and cleanup activities determined by the City staff or their representative, 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.
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Agreement No. 6038
4-0.. CONSTRUCTION & DEMOI.. 11`lON M l"TiRIA.LS RE,C:YCLIN+
EU 1 REM ENT
The Contractor shall divert all Construction and Demolition (C&D) waste generated from
the project in accordance with, the California. Green (CALGreen) Building Standards Code
(pursuant to El Segundo Municipal. Code, Title 13, Chapter 11). C&D waste can only be
legally collected, removed, or transported by City of El Segundo permitted waste haulers.
If the Contractor plans on collecting, removing, or transporting its own waste, approval
from the City Engineer or designee is required.
Failure to meet the C&D waste recycling requirements will result in the assessment of
penalties pursuant to El Segundo Municipal Code.
Contractor shall prepare a C&D Debris Management Plan as follows:
PART1 GENERAL
1.1 SUMMARY
A, This Section includes the following: procedures for ensuring optimal diversion of
construction and demolition (C&D) waste materials generated by the Work within
the limits of the Construction Schedule and Contract Sum.
The Integrated Solid Waste Management Act of 1989 ("AB 939"), requires
that localities throughout the state develop source reduction, reuse,
recycling, and composting programs to reduce the tonnage of solid waste
disposed in landfills by 50%; this requirement may increase in the future.
C&D waste materials generated by the Work are targeted to achieve these
diversion rates.
2. A minimum of 50% by weight of the solid wastes generated in the Work
shall be diverted from landfill disposal through a combination of reuse,
recycling, and composting activities.
3. This section includes requirements for submittal of C&D Debris
Management Plan prior to the commencement of the Work, and during the
project, submittal of Contractor's quantitative reports for construction and
demolition waste materials generated by the Contractor as a condition of
approval of progress payments submitted to the Contracting Officer, and
following completion of the project, as a condition of the release of final
project retention.
1.2 DEFINITIONS
A. Class III Landfill. A landfill that accepts non -hazardous waste such as household,
commercial, and industrial waste, resulting from construction, remodeling, repair,
and demolition operations. A Class III landfill must have a solid waste facilities
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Agreement No. 6038
permit from the California Department of Resources Recycling and Recovery
(CalRecycle) and be regulated by the Enforcement Agency.
B. Construction and Demolition Debris or C&D Debris. Building materials and solid
waste resulting from construction, remodeling, repair, cleanup, or demolition
operations that are not hazardous as defined in California Code of Regulations,
Title 22, Section 66261.3 et seq. This term includes, but is not limited to, asphalt,
concrete, Portland cement, brick, lumber, gypsum wallboard, cardboard and other
associated packaging, roofing material, ceramic tile, carpeting, plastic pipe, and
steel. The debris may be commingled with rock, soil, tree stumps, and other
vegetative matter resulting from land clearing and landscaping for construction or
land development projects.
C. Contracting Officer. The City of El Segundo City Engineer or designee.
D. C&D Recycling Center. A facility that receives only C&D material that has been
separated for reuse prior to receipt, in which the residual (disposed) amount of
waste in the material is less than 10% of the amount separated for reuse or
recycling, by weight.
E. Disposal. Final deposition of C&D or inert debris into land, including stockpiling
onto land of construction and demolition debris that has not been sorted for further
processing or resale, if such stockpiling is for a period of time greater than 30 days;
and construction and demolition debris that has been sorted for further processing
or resale, if such stockpiling is for a period of time greater than one year, or
stockpiling onto land of inert debris that is for a period of time greater than one
year.
F. Diversion or Divert. The reuse or recycling of construction and demolition debris to
avoid disposal in a landfill.
G. Enforcement Agency (EA). Enforcement agency as defined in Public Resources
Code 40130.
H. Inert Disposal Facility or Inert Waste Landfill. A disposal facility that accepts only
inert waste such as soil and rock, fully cured asphalt paving, uncontaminated
concrete (including fiberglass or steel reinforcing rods embedded in the concrete),
brick, glass, and ceramics, for land disposal.
I. Inert Solids or Inert Waste. Non -liquid solid wastes including, but not limited to,
soil and concrete that do not contain hazardous waste or soluble pollutants at
concentrations in excess of water quality objectives established by a regional Water
Board pursuant to Division 7 (Sections 1 000 et seq) of the California Water Code
and does not contain significant quantities of decomposable solid resources.
Mixed C&D Debris. Loads that include commingled recyclable and non -recyclable
C&D debris generated at the construction site.
III-A-5
Agreement No. 6038
K. Mixed Debris Recycling Facility. A processing facility that accepts loads of solid
waste and/or recycling materials for the purpose of recovering reusable, recyclable,
and compostable materials and disposing the non -recyclable residual materials.
L. Recycling. The process of sorting, cleansing, treating and reconstituting materials
for the purpose of using the altered form in the manufacture of a new product.
Recycling does not include burning, incinerating or thermally destroying solid
waste.
M. Reuse. The use of a material that might otherwise be discarded, in the same or
similar form as it was produced.
N. Separated for Reuse. Materials, including commingled recyclables, that have been
separated or kept separate from the solid waste stream for the purpose of additional
sorting or processing of those materials for reuse or recycling in order to return
them to the economic mainstream in the form of raw material for new, reused, or
reconstituted products which meet the quality standards necessary to be used in the
marketplace, and includes materials that have been "source separated."
O.. Solid Waste. Refer to Public Resources Code Section 40191.
P. Source -Separated. Materials, including commingled recyclables, that have been
separated or kept separate from the solid waste stream at the point of generation, for
the purpose of additional sorting or processing of those materials for reuse or
recycling in order to return them to the economic mainstream in the form of raw
materials for new, reused, or reconstituted products which meet the quality
standards necessary to be used in the marketplace.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
3.1 SALVAGE, REUSE, RECYCLING AND PROCEDURES
A. Identify reuse, salvage, and recycling facilities: Refer to the City's website for a list
of local organizations and companies.
httas:/✓ w ,cise > ando,or / averenaa crat/cic) artincnts ju'bHc-wore/trLash-rec11g
B. Develop and implement procedures to reuse, salvage, and recycle new construction
and excavation materials, based on the Contract Documents, the C&D Debris
Waste Management Plan, estimated quantities of available materials, and
availability of recycling facilities. Procedures may include on -site recycling, source
separated recycling, and/or mixed debris recycling efforts.
Identify materials that are feasible for salvage, determine requirements for
site storage, and transportation of materials to a salvage facility.
III-A-6
Agreement No. 6038
2. Explore the possibility of reusing project job -site inert materials, such as
rock, concrete, dirt and aggregate, on -site for road base or other similar
uses.
3. Source separate new construction, excavation and demolition materials
including, but not limited to the following types:
a. Asphalt
b. Concrete, concrete block, slump stone (decorative concrete block),
and rocks.
C. Red Clay Brick
d. Soils
e. Other materials, as appropriate, such as wood and corrugated
cardboard.
4. Develop and implement a program to transport loads of mixed
(commingled) new construction materials that cannot be feasibly source -
separated to a mixed materials recycling facility.
5. Contractor may develop their own C&D Debris Management Plan based on
CALGreen requirements or use available City forms as follows:
a. Form PW-A — Project Information
b. Form PW-B — Pre -Project Worksheet
C. Form PW-B1 — Pre -Project Worksheet (This form is to be completed
only if you plan to use your own company -owned bins/trucks for
disposition of material.)
d. Form PW-C — Post -Project Summary
e. Form PW-D — Exemption Request — only use if it is infeasible to
comply with requirements.
3.2 DISPOSAL OPERATIONS AND WASTE HAULING
A. Legally transport and dispose of materials that cannot be delivered to a source -
separated or mixed recycling facility to a transfer station or disposal facility that
can legally accept the materials for the purpose of disposal.
B. Use a permitted waste hauler or Contractor's trucking services and personnel. To
confirm valid permitted status of waste haulers, visit the City of El Segundo
website:
I3tt / rvw,! 1Jse�tido oM/,,(aver°iiiigq dep JjperL Vi -works/trash-re
III-A-7
Agreement No. 6038
C. Become familiar with the conditions for acceptance of new construction, excavation
and demolition materials at recycling facilities, prior to delivering materials.
D. Legally transport and deliver to facilities that can legally accept new construction,
excavation and demolition materials for purpose of re -use, recycling, or
composting.
E. Do not burn, bury or otherwise dispose of solid waste on the project job -site.
3.3 REUSE AND DONATION OPTIONS
A. Implement a reuse program to the greatest extent feasible. Options for reuse may
include, but are not limited to:
1, Los Angeles County Materials Exchange (L. COMax) LACoMAX is a free
service provided by the Los Angeles County Department of Public Works,
Environmental programs Division, designed to help residents, businesses,
and organizations in Los Angeles County find markets for their industrial
by-products, surplus materials, and other would-be discards. All exchanges
are coordinated between the parties. The site can be accessed at
htt :/fwww.lad )w.or ,/c AdJacomas..
2. California Materials Exchange (Ca1MAX) is a free service provided by the
State of California, Department of"' Resources Recycling and Recovery
(CalRecycle) that connects businesses, organizations, manufacturers,
schools, and 'individuals with online resources for exchanging raterials.
The site can be accessed at vww.calre cle.ca.oviCalM.
3. I-labitat for Humanity Restore resale outlets accept donated home
improvement goods like furniture, home accessories, building materials and
appliances, The materials are sold to the general public. The proceeds help
local Habitat affiliates fund the construction of Habitat homes within their
communities. Locations of Restores can be found at:
w o l al itat, r_ rest res.
3.4 REVENUE
A. Revenues or other savings obtained from recycled, re -used, or salvaged materials
shall accrue to Contractor unless otherwise noted in the Contract Documents.
- END SECTION -
5-0. WORK SCHEDULE
Contractor shall be responsible for providing a workable construction schedule that
incorporates the following conditions:
1. The schedule for the work is subject to the approval of the Public Works
Department.
III-A-8
Agreement No. 6038
All work shall take place Monday through Friday between the hours of 7:00 am
and 4:00 pm unless previously approved by the Public Works Director, City
Engineer, or Project Engineer for any other day of the week.
3. The Contractor shall coordinate all inspections and final sign -offs for permits
and the project with Public Works Department and Building Safety staff.
6-0. EXAMINATION OF JOB SITE AND MEASUREMENT VERIFICATION
The BIDDER shall make a detailed physical inspection of the project site before
submitting the proposal. It is understood that the BIDDER has thoroughly examined
the specifications, sites and conditions under which work will be performed before
submitting a proposal and has satisfied himself regarding existing conditions and
existing access conditions which may affect bid prices for the proposed work.
Measurement Verification: Contractor shall verify all field measurements and
determine quantities prior to ordering materials. Contractor shall procure all
material and confirm all parts are onsite prior to beginning installation.
7-0. INSPECTION
Section 4-1.3 on page II-13-9 of these Specifications is supplemented by the following
additional requirements:
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 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.
3. Legible copies of material/weight certification shall be turned over to the 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.
8-0. WORD AREA SAFETY
All work shall conform to all applicable State, local, regional and Federal codes,
ordinances, and regulations as prescribed by the City.
1. The Contractor shall conform to the rules and regulations pertaining to safety
established by the California Division of Occupational Safety and Health of the
Industrial Relations Department (CAL -OSHA).
2. The CONTRACTOR shall place and maintain signs, cones, barricades, security
fences, and other safety devices as needed for the safety of and the general
public, City personnel, and the Contractor.
III-A-9
Agreement No. 6038
9-0. USE DI Pl l 'A"1E PI DPEI `I AND MOTE,` O�F EXISTING
IMP'l� 1 ME1"�°lENTS
The use of any private property or utilities on private property by the Contractor is
prohibited. The prohibited uses include, but not limited to Contractor's use of water,
electricity or natural gas from the private property, and storage of material or
equipment, and turning around/parking of his vehicles on private property.
1. Existing public and/or private improvements, adjacent property, utility and
other facilities and trees and plants shall be protected from injury or
damage.
2. Any damage to the facilities, public, or private property that takes place
as a result of the contractor's work shall be repair or replaced to the
City's satisfaction by the contractor at no cost to the City.
3. Access to driveway shall be maintained at all times for residents.
10-0. S TCi� wE C lA"I"E1 IALS AND E 1J I PMEHE
No material or equipment shall be stored in public right-of-way without prior
approval from the Public Works Department.
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 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.
11-0. DISPOSAL O REMOVALS
There are no authorized dump facilities within the City of El Segundo. All removed
material shall become the property of the Contractor and shall be legally
disposed of by Contractor at the end of each work day away from the site of
work.
III-A-10
Agreement No. 6038
12-0. BUILDING SAFETY ACIZOACHMENT PERMITS
The Contractor will be required to apply and obtain applicable permits from the
Public Works and the Building Safety Departments. The Contractor's work shall
adhere to the City standards and applicable codes including the California Building
Code, Plumbing Code, Electrical Code, and Mechanical Code. The Contractor
shall call the Inspector at least 24 hours in advance for inspections.
All noted deficiencies on permits shall be corrected by contractor. The project will
not be accepted as complete until contractor obtains a final sign -off for all permits.
13-0. CENTERLINE TIES AND BD1 DNIARY MARKERS
The Contractor is to verify if there are existing centerline ties or boundary markers in
the way of construction and submit such verification to City staff prior to
demolition/removal. If they cannot be protected in place, Contractor's state -licensed
surveyor is to re-establish them after construction and provide the City with the new
centerline tie information at no additional cost to the City.
I"ie-Dut and Re-establish Survey Monuments and _Benchmark .'
In accordance with Section 8771 of the Business and Professional Code, the
Contractor will be required to hire a licensed land surveyor to tie out documentation
affected by the project prior to commencement of construction and require the land
surveyor to file corner records with the engineer; and re-establish and such
monuments or benchmarks damaged or destroyed during construction and file
corner records with the City of El Segundo Public Works Department after
replacement.
14-0. NPDES COMPLIANCE.
Contractor shall comply with the latest version of the Los Angeles Regional Water
Quality Control Board (LA RWQCB) NPDES MS4 Permit for storm water and
non -storm water discharges.
Contractor shall not discharge or permit to be discharged to any street, channel,
river, storm drain, or any appurtenances thereof, any non -rain water or other liquid
substance from the project or from operations pertaining to the project site, unless
the discharge is specifically listed as exempt or conditionally exempt in the most
current MS4 Permit issued by the Regional Water Quality Control Board, Los
Angeles Region.
Contractor shall implement all necessary Best Management Practices (BMPs) to
ensure that any conditionally exempt discharge meets all current requirements of
the LA RWQCB MS4 Permit.
City may prohibit or restrict any discharge if, in its sole discretion, the discharge is
polluting, unsafe, or causes a nuisance condition to be created.
III-A-1 I
Agreement No. 6038
Depending on the size of the project and/or construction activities of the project., the
Contractor may be required to comply with the State "dater Resources Control
Board (SWRCB) Construction General Permit (Adopted Order 2009-0009-DW
and subsequent amendments). Contractor shall refer to the SWRCB Construction
General Permit for construction activities covered and be responsible for
implementing requirements if subject to the Construction General Permit.
15-0. TREE & TRI-"I- -ROOTS
Tree stump definition: the remaining portion of the tree trunk after a tree trunk has
been cut and the majority of the felled tree removed.
Tree root definition: the portion of a tree that grows out of a tree trunk and can
continue to grow above ground and/or underground, providing the tree with
nourishment and support. Tree roots can be any length or diameter. After a tree has
been cut down, tree roots continue to extend from the stump.
No tree shall be removed from public property without the approval of Recreation
and Parks Department.
Asphalt pavement significantly damaged by tree roots shall be repaired prior to final
paving. The Contractor shall coordinate; with City staff for Recreation and Parks
Department to assess, after 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 parkway, or tree roots in the pavement, as applicable to the project. Any removal
necessary for the construction of concrete or asphalt improvements shall be completed
before the replacement of the concrete or asphalt. At locations where tree roots are
encountered, the Contractor shall cut out tree roots to the full length and width of the
new work a minimum of two (2) feet below finish grade.
Where tree roots have damaged and uplifted the asphalt to be replaced per these
specifications, the contractor shall sawcut beyond the damaged area by a minimum of
6 (six) inches in all applicable directions. Sawcuts shall be parallel or perpendicular to
existing curb face. Contractor shall cut all iinterfering tree roots, and remove and repair
the portions of damaged asphalt within the sawcut area.
16-0. C1R1 DIAllsli (11TL'TS
The Contractor shall reconstruct all curb drainage outlets that fall within the limits
of his/her work. Cost of this work shall be included in the other items of work.
III-A-12
Agreement No. 6038
17-0. OTI-IER METER, BOXES° P L1, BOXES
The Contractor shall make adjustments to all other meter boxes and electoral pull
boxes (within the work limits) to match new grade. Cost of this work shall be
included in the other items of work.
18-0. _.. _, PQBI JQ SAI-ETA". AND CONVENIENCE
IIAI�IzIC CON""101
Traffic control, construction signing, and traffic maintenance shall comply with the
provision of Sub -section 7-10 of the SSPWC "Greenbook" Standard Specifications
and the current requirements set forth in the California Manual on Uniform Traffic
Control Devices published by the Department of Transportation, State of
California, the Contractor's Traffic Control Plans and these Special Provisions.
19-0. 1`I ASI PICKUP S7"1 EET SWEEPING, AND MAIL DELIVERIES
The Contractor shall coordinate with the City waste hauler and the City street sweeper
to avoid construction conflicts on days when trash will be collected or streets will be
swept on the project streets.
If applicable, the contractor must also coordinate with the US Post Office to ensure
that mail will be delivered without interruption. The notification to the US Post Office
shall be submitted to the City for approval before the notice is sent out.
20-0. COMPLETION
Upon completion of work at each site, the Contractor shall conduct careful inspection
with the City Inspector and shall correct all defective work to the satisfaction of the
Owner.
The Contractor shall coordinate all inspections and final sign -offs for Encroachment
Permits and Building Permits with City staff.
All scrap, litter and debris resulting from operations specified herein, shall be removed
and the premises left in a clean and satisfactory condition.
21-0. WARRANTY
The Contractor and/or manufacturer shall warrant all work performed under this
Contract for a minimum of two (2) years from the date of Owner's acceptance of
completed job. Any defects in materials or workmanship appearing during this period
shall be corrected without cost to the City.
- END OF SECTION -
III-A-13
Agreement No. 6038
SECTION IV — MEASUREMENT AND PAYMENT
1-0. BASEBlD rrE'M
1-1. Mobilization.
Base Bid.. item Noel �
Measurement for payment of this item shall be billed on a percentage completed basis
and shall include full compensation for furnishing all labor, equipment, tools,
materials, and incidentals necessary per the Contract Documents. This item shall also
include proper and legal disposal of materials and/or equipment.
1-2. 1lazardous materials abatement per Cal/OSHA and A MD re uirements i¢_ accordance
with the Contract Documents and a Iicab Ialaws.
tjLase Bid Item No
Measurement for payment of this item shall be billed on a percentage -completed basis
and shall include full compensation for furnishing all labor, equipment, tools,
materials, and incidentals per the Contract Documents. This item should include full
compensation for abatement of hazardous materials (lead and/or asbestos) per the
Contract Documents.
1-3. Demolition in accordance with the Contract fans and s ecilications.
I3ase Bid Item No. -31
Measurement for payment of this item shall be billed on a percentage -completed basis
at the unit price for the item and shall include full compensation for furnishing all
labor, equipment, tools, materials, and incidentals needed to perform this work.
The unit price shall include full compensation for the removal and proper and legal
disposal of existing windows, window frames, glazing, and window incidentals at
locations shown on the plans. This item includes removal of louvers, sun shades,
interior blinds, tile flooring, and removal/storage of handrails, all in accordance with
Contract Documents.
1-4. Procurement and installation of new windows in accordance with the Contract plans
and s ecifications.
Base laid Item No
Measurement for payment of this item shall be billed on a percentage -completed basis
at the unit price for the item and shall include full compensation for furnishing all
labor, equipment, tools, materials, and incidentals needed to perform this work.
The unit price shall include full compensation for the procurement and installation of
windows, window frames, glazing, and window incidentals as provided in the Contract
Documents.
1-5. Preparation and paintin ofeitin doors doorframes door lites and window frames
in accordance with the Contract lens arrd s ecications.
Mase Bid Item No.. 5l
IV-A-1
Agreement No. 6038
Measurement for payment of this item shall be billed on a percentage -completed basis
at the unit price for the item and shall include full compensation for furnishing all
labor, equipment, tools, materials, and incidentals needed to perform this work.
The unit price shall include full compensation for the preparation and painting of
window frames, window lites, door frames, door lights, doors, handrails, fascia, and
incidentals as provided in the Contract Documents.
1-6. Finishes in accordance with the Contract lans and' s ecitications.
I ase Bid Item No -
Measurement for payment of this item shall be billed on a percentage -completed basis
at the unit price for the item and shall include full compensation for furnishing all
labor, equipment, tools, materials, and incidentals needed to perform this work.
The unit price shall include full compensation for completing the finishes per Contract
Documents. Finishes include, but are not limited to, drywall / ceiling patching and
repairs associated with work in the Contract Documents, reinstallation of handrails,
and incidentals as provided in the Contract Documents.
1-7, Interior window shades in accordance with the Contract lans and s ecifications.
LBase Bid Item No. 7
Measurement for payment of this item shall be billed on a percentage -completed basis
at the unit price for the item and shall include full compensation for furnishing all
labor, equipment, tools, materials, and incidentals needed to perform this work.
The unit price shall include full compensation for procurement, installation, and
incidentals for interior window shades per Contract Documents.
1-8. Miscellaneous im Movements as determined necessa b the en ineer.
l ase laid Item No. 8'
Placeholder only. Miscellaneous improvements as determined by the Engineer as
necessary. Actual payment to be agreed upon by both the Engineer and the Contractor
at time of construction.
The following alterative bid items are only applicable if the City determines that they are
necessary.
IA faint concrete on exterior of buildin x in accordance with Contract Documi,
Alternative Bid Item No. IA
Measurement for payment of this item shall be billed on a units -completed basis at the
unit price for the item and shall include full compensation for all labor, equipment,
tools, materials, and incidentals needed to perform this work.
The unit price shall include full compensation for the procurement and installation of
paint on the concrete exterior of the building. Manufacturer product information and
installation requirements shall be followed.
IV-A-2
Agreement No. 6038
2-0. PROGRESS PAYMENTS AND RETENTION
Lump sum items shall be billed on a percentage completed basis. Unit -based items
shall be billed on a units -completed basis. The City reserves the right to request a
schedule of values to be submitted by the contractor for any or all bid items in order to
determine payment for work completed.
Five percent (5%) shall be deducted from each progress payment and retained by City
until punch lists are complete, the Notice of Completion has been recorded by the
County, and all permits are signed off by the appropriate City representative. The
remainder less the amount of all previous payments will be paid to the Contractor.
Payment of all, or any part, of an estimate in writing may be withheld on account of
any of the following: Defective work not remedied; Third -party claims against
Contractor or City arising from the acts or omissions of Contractor or
subcontractors; Stop Notices; Failure of Contractor to make timely payments due to
subcontractors for material or labor; Damage to the City or others for which
Contractor is responsible; Failure of Contractor to submit schedules or their updates
as required by the Contract Documents; Liquidated damages assessed; Any other
failure of Contractor to perform its obligations under the Contract Documents.
IV-A-3
Agreement No. 6038
SECTION V — TECHNICAL SPECIFICATIONS
SECTION 011100
SUMMARY OF WORK
011100-1 GENERAL
1.1 Summary
A. The work to be done under this Contract consists of furnishing all supervision,
materials, labor, equipment, tools and incidentals as required in the
specifications and contract documents for the following project: "City Hall
Window Replacement Project". As part of this work, the implementation of
the recommendations contained in the Gale Jordan Associates report are the
responsibility of the Contractor.
1.2 Project Identification
A. The project name is "City Hall Window Replacement Project".
B. The project limits are at City Hall, 350 Main Street, in El Segundo CA, 90245.
C. Refer to Section III, Special Provisions, of the Contract for requirements
related to work schedule, mobilization, standards, and other general
requirements.
1.3 Scope of Work
A. Work shall include, but is not limited to, the following:
l . Work as shown on the plans included in the technical specifications
and other contract documents.
1.4 Plans, Standard Plans, and Specifications
A. The following documents are provided for use by the Contractor and are part of
this bid package:
1. Construction and Debris Recycling Forms for the City of El Segundo
(included as part of Section III, Special Provisions)
2. City Hall Window Replacement Plans, dated December 4, 2020,
prepared by Lionakis
3. City Hall Window Replacement Technical Specifications, dated
November 24, 2020, prepared by Lionakis
4. City Hall Window Replacement Cutsheets
V-A-1
Agreement No. 6038
5. Limited Bulk Sampling of Suspect Asbestos -Containing and Lead -
Containing Materials, dated October 15, 2019, prepared by Gale Jordan
Associates, Inc.
011100-2 PRODUCTS
NOT USED
011100-3 EXECUTION
3.1 Interface / Coordination Requirements
The Contractor's operations shall cause no unnecessary inconvenience. The access
rights of the public shall be considered at all times. Unless otherwise authorized,
traffic shall be permitted to pass through the work, or an approved detour shall be
provided.
The Contractor will be performing work at an operating municipal facility. Under
these conditions, precautions will be necessary to ensure that no damage occurs to this
existing facility.
The municipal facility must be kept in continuous operation throughout the
construction period. No interruption will be permitted which will adversely affect the
service provided. The Contractor shall provide temporary facilities to make temporary
modifications as necessary to keep the existing facility in continuous operation during
the construction period. Any temporary facilities, materials, equipment, and labor
required shall be included in the Contractor's bid.
The Contractor shall coordinate all work with the individual City employee whose
office space is affected during the construction. City employees will be responsible for
relocating work documents, supplies, and personal belongings at their workstation.
Contractor will be responsible for adjusting office furniture as needed to accommodate
the work in the Contract Documents.
3.2 Security
The Contractor shall be responsible for the security of all its construction equipment,
materials, tools, facilities and vehicles (personal, private, or contractual) while
performing the work of this Contract.
The Contractor is responsible for securing the window openings at the end of each
work day to prevent security breaches to City Hall while construction activities are not
in progress.
3.3 Protection of Existing Building and Site Conditions
Construct and maintain a suitable partition to prevent dust, noise, and any other
nuisance to occupants within areas adjacent to the Work areas of the project.
V-A-2
Agreement No. 6038
Contractor shall protect existing surfaces in areas where work of the Contract is being
performed or passed, through for access to the Work from darn ige. Take all necessary
precautions to protect and preserve the integrity of all existing 'work.
Check weather conditions and provide ternporat roof protection against rain or
moisture from the window openings during the Work. Contractor shall be liable for all
damage to interior and exterior of the building.
To avoid excessive dust during Work in the building, furnish and use suitable vacuum
cleaning equipment when and as often as conditions so necessitate.
- END SECTION -
V-A-3
Agreement No. 6038
SECTION 02 83 00
LEAD REMEDIATION
02 83 00-1 GENERAL
1.1 Summary
Contractor shall provide all coordination, equipment, material, medical
surveillance, biological monitoring and site monitoring necessary to protect his
personnel and building tenants or area occupants while performing work on
removal of hazardous materials.
Contractor shall furnish all labor, material, equipment, and services necessary or
required for the removal of hazardous materials.
1.2 Work Required
The Limited Bulk Sampling of Suspect Asbestos -Containing and Lead -Containing
Materials has been prepared by Gale Jordan Associates, Inc. and is attached as part
of the Contract Documents. It is expressly understood that the City will not be
responsible for interpretations or conclusions drawn by the Bidder/Contactor as to
the nature of or full extent of existing lead -based paint or asbestos -containing
materials.
The Contractor shall remove and dispose of all Lead Based Paint and Lead Based
Paint -containing surfaces as identified in the Limited Bulk Sampling report and as
applicable by federal, state, and/or local requirements.
1.3 Submittals
The Contractor shall submit written evidence that the disposal facility is approved
for lead disposal by EPA and State or Local Regulatory Agencies. All disposal or
recycling facilities used in this Project shall be located with the State of California.
02 83 00-2 PRODUCTS
Caution signs and labels: provide sighs at approaches to lead -based paint
controlled areas. Locate signs at such a distance that personnel may read sign and
take necessary protective steps required before entering the controlled work area.
Equipment decontamination enclosures: To be used in accordance with Cal/OSHA
requirements.
Worker / visitor decontamination enclosures: To be used in accordance with
Cal/OSHA requirements.
Protective clothing
02 83 00-3 EXECUTION
V-A-4
Agreement No. 6038
Contractor shall comply with the recommendations as outlined in the Limited Bulk
Sampling of Suspect Asbestos -Containing and Lead -Containing Materials report.
In all cases, project site (interior and exterior) shall be protected from any
contamination. No Lead -Based Paint, construction or cleaning water shall be
directed toward on -site soil, paving, or flooring opening or drain system.
- END SECTION -
V-A-5
Agreement No. 6038
APPENDICES
A. Construction and Debris Recycling Forms for the City of El Segundo (included as part
of Section III, Special Provisions)
B. City Hall Window Plans
C. City Hall Window Specifications
D. City Hall Window Cutsheets
E. Limited Bulk Sampling of Suspect Asbestos -Containing and Lead -Containing
Materials, dated October 15, 2019, prepared by Gale Jordan Associates, Inc.
V-A-6
Agreement No. 6038
Appendix A
Construction and Debris Recycling Forms for the City of El Segundo
(included as part of Section III, Special Provisions)
Agreement No. 6038
PW INSTRUCTIONS
�g City of El Segundo
i Public Works Department
uiYSYY
(310) 524-2300
Construction and Demolition Debris Waste Management Plan (WMP)
PUBLIC WORKS PROJECTS (including MUNICIPAL ROAD CONSTRUCTION, OVERLAY,
SIDEWALK REPAIR OR LAND CLEARING PROJECTS)
INSTRUCTIONS
Pursuant to the California Green Building Code of 2016 (2016 CALGreen), the City of El Segundo requires
diversion (repurposed, reused, or recycled) of at least 65% of non -hazardous construction and demolition
(C&D) debris from Public Works projects.
A C&D Waste Management Plan must be submitted to the Public Works Department for municipal projects or
projects on public property. The contents of this packet, when completed, constitute a C&D Debris Waste
Management Plan (WMP). This packet is designed to track the amount of C&D debris diverted or disposed from
your City -related (i.e. Public Works) project.
If you believe your project cannot achieve the required diversion, you must complete and submit Form PW-D,
the EXEMPTION REQUEST form, to the City (Le. your Project Manager) explaining the circumstances, and
requesting an exemption from the requirements.
Ste 1; Complete Forms PW-A and PW-B
Form PW-A is the PROJECT INFORMATION form. This form asks for basic project information, such as name,
type, description, location, and contractor contact information.
Form PW-B is the PRE -PROJECT WORKSHEET form. This form asks for estimated amounts of debris that
will be generated by the project.
s t�'I, If you are electing to contract with hauler(s) from the Authorized Hauler list who will handle
recycling compliance on your behalf, complete Form PW-B (short form).
ty on 2., if you will be handling all waste management activities (through direct hauling or use of own bins),
complete Form PW-B1. Estimate the weight of the C&D debris, by material type„ that will be recycled, reused,
salvaged, disposed and/or transformed from your project.:
You must complete either Form PW-B or PW-B1.
Ste 2 Submit Forms to Public Works
Forms PW-A and PW-B (or PW-B1) must be submitted to your Public Works Project Manager and approved
prior to commencing work.
Ste 3: Complete POST -PROJECT SUMMARY - FORM PW-C
At least 6 business days prior to contractor requesting release of final project retention, submit a completed
FORM PW-C to your Public Works Project Manager.
*NOTE* A FACILITY INFO list showing nearby companies that accept C&D materials for recycling is included in this packet. This list
was developed to assist you in finding local facilities to use as an alternative to disposal. If you use a, certified mixed C&D processing
facility, your project will meet the diversion requirements.
There are authorized haulers that do business in El Segundo. The HAULER LIST showing companies that are authorized to collect
solid waste inEl Segundo is included in this packet. You must use one of these haulers if contracting for waste removal service.
For your convenience, there are electronic
and diversion based on the data entered.
of the forms that will automatically calculate waste generation, disposal,
Rev. 12/4/2020
Agreement No. 6038
FORM PW-A
Project Name:
Contractor Name:
Mailing Address:
Ofc Phone No.:
City of El Segundo
Public Works Department
(310) 524-2300
Date:
PW Project Manager,
PW Project Name:
FORM PW-A - PROJECT INFORMATION
Submit this form to the Public Wor" Department prior to commencing your project
Project Address / Location:
City / State / Zip:
Cell No:
Email:
Project Type: Mark appropriate box in each column with an "X":
ElRoad (construction, overlay, repair)
USE FORMS PRd]'",/IDED BY EL SEGUNIDO
Facility Improvement (renovation, alteration, or addition) COMiI UN$TY DEVELOPMENT DEPT
Land Clearing (trail, grading, etc.)
Other
Estimated Project Start Date:
Estimated Project End Date:
Request for Exemption: D
(If you are requesting an exemption, fill out Form PW-D: Exemption Request)
To the best of my knowledge, the above information is an accurate representation of the proposed project. I have been made aware of the 2016
CALGreen requirements and will comply with all requirements.
Print Name Title Signature Date
Approved
Further Explanation Needed
Reviewed By Date
Denied
Exempt Due to Infeasibility
Rev.12/4/2020 2
Agreement No. 6038
FORM PW-B
City of El Segundo Date:
Public Works Department PW Project Manager:
(310)524-2300
ceps+ c"eXTr��wa: PW Project Name:
FORM PW-B - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS
Lhil farm must be MpLeLed and provear moliidon f buildl errnit will not be Issued.
Instead of completing a detailed accounting of the types and quantities of C&D debris that will be generated from this
project (FORM PW-Bi), you have the option to select one of El Segundo's authorized waste haulers. These haulers can
handle your project"s debris in such a way as to comply with CALGreen standards.
If you elect this option, please specify which authorized hauler(s) and/or facility(ies) you will be using and sign the
acknowledgement below. El Segundo authorized hauler(s) and/or facility(ies) can be found on the City's website:
g (—hWA ,elstu undaa.or f a,eiuinaerg)de grl . en � sP uY)li .-woirks/IrcVf—d iuAl
It is your responsibility to ensure that the hauler knows you are contracting for "C&D Recycling Service" so that the material is
properly handled and waste diverted. You need to obtain weight tickets from the hauler indicating the type and weight of the
material collected.
In order to comply with the requirements of the WMP, I will contract with the following hauler(s):
Hauler:
I understand that I am responsible for obtaining copies of any and all weight tickets from all haulers and/or facilities which receive debris from
this project and that I will submit a Post -Project Summary (FORM PW-C) at least a busdnes da'�+s prior ton l ins ectron:,
Name
Signature Date
Rev. 12/4/2020
Agreement No. 6038
FROM PW-B1
City of El Segundo Date:
Public Works Department PW Project Manager:
(310) 524-2300 PW Project Name:
FORM PW-B1 - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS
[This form is to be completed only if you plan to use your own company -owned bins0rucks for disposition of material]
This form mu a co teted a d a ro ed or a demolition! buildin ermit ifl no be i ued.
In the table below, list estimated weight or cubic yards of debris that will be generated, recycled, reused, salvaged,
disposed, and/or transformed by this project. You roust include all recyclers, salvage companies, recycle facilities,
mixed -use material recovery facilities, landfills„ and/or transformation facilties that will be used for the project.
List of materials to be generated from the project:
ex, rovorrd. metal, concrete,sphatl drywal! cardboard. mixed C&D
TONS CUBIC YARDS Facilities to be Used
Reused/Salvaged/Donated
Ex.: Habitat for Humanity, ThirR Stores,
regrind onsite, reuse fixtures, reuse
dirt/concrete/asphalt
Recycled
A facility that accepts 100% recyclable
materials to be turned into other products.
Delivered to Mixed C&D Recycling
Facilties that recover some materials for
recycling
Disposed/Landfilled/Transformed
Transfer station, landfill, orSERRF
Generated (total of above)
I or my company elect not to use an authorized hauler because l or my company own containers (bins or roll -off boxes)
t ial Mere and/or dump vehicles and will not be contracting for debris removal services.
I understand that I am responsible for obtaining copies of any and all weight tickets from all haulers and/or facilities
Inalal Mere which receive debris from this project and that I will submit a Post -Project Summary (FORM PW-C) at least jbusiness
rs or"nor to final Insoeclion
Print Name Signature
Rev.12/4/2020 3-A
Agreement No. 6038
Form PW-C
City
of El Segundo
a L
Public Works Department t6h
lw� (310) 624-2300
mk=
Form PW-C - Post Project Summa!X
Project Name: —.— Project Address:
Contractor Name:
Project Number:
Project Manager:
Date:
7s form must be submitted to the Public Works Fep;rtmenl at least 7 business days prior to project finalization, Provide facility name, material, and
total tonnage disposed and/or diverted, Documentation must be attached (i.e. weight tickets). If an approved mixed waste processing facility was
used, a report by the facility for this, project is preferred. Return the compteted form to the Public Works Department. You may use additional sheets
if necessary.
Vusedone of th City's authored haulers or
VI 2-)facilities, complete this section, then skip to the SIGNATURE section below.
-
Diversion Requirement Met: = Yes No Exemption: = Yes No
Reviewed and Approved by: Date:
Rev.12/4/2020
Agreement No. 6038
Form PW-D
Project Name:
Contractor Name:
Project Number:
City of El Segundo
Public Works Department
(310) 624-2300
Form PW-D - Exemdon Request
Project Address:
Project Manager:
Date:
if it is infeasible for you to comply 7h all of the requirements set forth by the Construction and Demolition Debris Recycling Form and you are
requesting an infeasibilty exemption, please use the following space to explain why your project should be considered exempt from recycling
requirements.
Exemption Approved:
Reviewed by:
= Yes = No
Date:
Rev.12/4/2020
Agreement No. 6038
Appendix B
City Hall Window Plans
Agreement N . 6038
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Appendix C
City Hall Window Specifications
Agreement No. 6038
Clio, OF EIL 111"-1'1'111i�':
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. . . .......... ....
ON
LIONAKIS
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
0001 10
Table of Contents
Page 1
PROJECT MANUAL
FOR
CITY OF EL SEGUNDO PUBLIC WORKS
CITY OF EL SEGUNDO WINDOW REPLACEMENT
TABLE OF CONTEiNTS
DIVISION NO.
SECTIONTITLE PAGES INCLUSIVE.
DIVISION 00
PROCUREMENT AND CONTRACTING REQUIREMENTS
To Be Provided by Owner
SPECIFICATION S
DIVISION 01
GENERAL REQUIREMENTS
To Be Provided by Owner
DIVISION 02
EXISTING CONDITIONS
Section02 41 00
Demolition....................................................................................1-2
DIVISIONS 03 — 06
NOT USED
DIVISION 07
THERMAL AND MOISTURE PROTECTION
Section 07 92 00
Joint Sealants................................................1 — 9
..
DIVISION 08
OPENINGS
Section 08 41 13
Aluminium -Framed Entrances and Storefronts .........
1-8 — 8
Section 08 71 00
Door Hardware...........................................................................1
12
Section 08 81 00
Glass Glazing
-
Section 08 81 50
View Control Decorative Glazing Film..........................................1
—4
DIVISION 09
FINISHES
Section 09 30 00
Tiling ....................................................................
1-7
Section 09 91 00
Painting
—
DIVISION 10
SPECIALTIES
Section 10 14 00
Signage ..........................
—
DIVISION 11
NOT USED
DIVISION 12
FURNISHINGS
Section 12 24 13
Roller Window Shades
—
DIVISIONa 113 — 49
NOT USED
END OF TABLE OF CONTENTS
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
SECTION 02 41 00
DEMOLITION
0241 00
Demolition
Page 1
PART1
GENERAL
1.1
SECTION INCLUDES
A.
Removal of designated construction.
B.
Identification of utilities.
C.
Demolition requirements.
1.2
RELATED
SECTIONS
A.
Division 01 Sections, as applicable.
1.3
PROJECT RECORD DOCUMENTS
A.
Submit under provisions of Division 01.
B.
Accurately record actual locations of capped utilities and subsurface obstructions.
1.4
REGULATORY REQUIREMENTS
A.
Perform work of this Section under provisions of CBC Chapter 33, CFC Chapter 33, and
NFPA 241 for demolition work, safety of structure, dust control and safety of occupants.
B.
Obtain required permits from authorities.
C.
Do not close or obstruct egress width to exits.
D.
Do not disable or disrupt building fire or life safety systems without three-day prior written
notice to Owner.
E.
Conform to procedures applicable when discovering hazardous or contaminated materials.
1.5
SCHEDULING
A.
Schedule work under the provisions of Division 01.
B.
Describe demolition removal procedures and schedule.
PART2 PRODUCTS
Not Used
PART 3 EXECUTION
3.1 PREPARATION
A. Provide, erect and maintain temporary barriers as required.
Agreement No. 6038
02 41 00 Lionakis No. 020036
Demolition November 24, 2020
Page 2
B. Erect and maintain temporary partitions to prevent spread of dust, odors and noise to
adjoining facilities.
C. Protect existing materials and finishes that are not scheduled or otherwise required to be
demolished.
D. Mark location of utilities.
3.2 DEMOLITION REQUIREMENTS
A. Conduct demolition to minimize interference with adjacent and occupied buildings.
B. Maintain protected egress and access to the Work.
3.3 DEMOLITION
A. Disconnect, remove, cap and identify designated utilities within demolition areas.
B. Demolish in an orderly and careful manner. Protect existing supporting structural members
and materials.
C. Except where noted otherwise, remove demolished materials from site. Do not bury or burn
materials on site.
D. Remove demolished materials from site as Work progresses. Upon completion of Work,
leave areas in clean condition.
E. Remove temporary Work.
END OF SECTION
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
SECTION 07 92 00
JOINT SEALANTS
PART1 GENERAL
1.1 SECTION INCLUDES
A. Sealants.
B. Sealant accessories.
1.2 RELATED SECTIONS
A. Section 08 41 13 — Aluminum -Framed Entrances and Storefronts.
B. Section 08 81 00 — Glass Glazing.
1.3 REFERENCES
07 92 00
Joint Sealants
Page 1
A. The publications Misted below form a part of this Section to the extent referenced. The
publications are referred to in the text by the basic designation only. Refer to Division 01 for
definitions, acronyms„ and abbreviations.
B. Standards, manuals, and codes refer to the latest edition of such standards, manuals, and
codes in effect as of the date of issue of this Project Manual, unless indicated otherwise in
CBC Chapter 35 and CFC Chapter 80.
C. Referenced Standards:
1. ASTM C510 —Standard Test Method for Staining and Color Change of Single or
Multicomponent Joint Sealants.
2. ASTM C719 — Standard Test Method for Adhesion and Cohesion of Elastomeric Joint
Sealants Under Cyclic Movement (Hockman Cycle).
3. ASTM C794 — Standard Test Method for Adhesion in Peel of Elastomeric Joint
Sealants.
4. ASTM C834 — Standard Specification for Latex Sealants.
5. ASTM C920 — Standard Specification for Elastomeric Joint Sealants.
6. ASTM C1087 —Standard Test Method for Determining Compatibility of Liquid Applied
Sealants with Accessories Used in Structural Glazing Systems.
7. ASTM C1193 — Standard Guide for Use of Joint Sealants.
8. ASTM C1248 — Standard Test Method for Staining of Porous Substrate by Joint
Sealants.
9. ASTM C1521 — Standard Practice for Evaluating Adhesion of Installed Weatherproofing
Sealant Joints.
10. ASTM D2203 — Standard Test Method for Staining from Sealants.
1.4 SUBMITTALS
A. General: Submit in accordance with Division 01.
Agreement No. 6038
07 92 00
Joint Sealants
Page 2
Lionakis No. 020036
November 24, 2020
B. Product Data: Submit manufacturer's descriptive literature and product specification for each
product, including primers and sealing compounds.
C. Samples: Submit cured samples of exposed sealants for each color to be installed.
D. Quality Assurance/Control Submittals:
1. Product validation/assurance submittals.
2. Manufacturer's laboratory adhesion and stain testing results.
3. Joint sealants field adhesion to joint substrates test results.
4. Installer qualifications.
5. Written certification from the subcontractor that joints are of the proper size and design,
that the materials supplied are compatible with adjacent materials and backing, that the
materials will properly perform to provide permanent watertight, airtight or vapor tight
seals (as applicable), and that materials supplied meet specified performance
requirements.
E. Sample Manufacturer's Warranty.
F. Closeout Submittals: Cleaning and maintenance data.
1.5 DEFINITIONS
A. Sealant Types:
1. S: Single component sealant, cures by moisture reaction.
2. M: Multiple component sealant; cures by chemical reaction.
B. Sealant Grades:
1. NS: Non -sag or gunnable sealant that permits application in joints on vertical surfaces
without sagging or slumping.
2. P: Pourable sealant that has sufficient flow to form a smooth, level surface when applied
in a horizontal joint.
3. SL: Self -leveling sealant that has sufficient flow to form a smooth, level surface when
applied in a horizontal joint.
C. Sealant Classes:
1. 12.5: A sealant that when tested for adhesion and cohesion under cyclic movement shall
withstand an increase and decrease of at least 12.5 percent of the joint width as
measured at the time of application.
2. 25: A sealant that when tested for adhesion and cohesion under cyclic movement shall
withstand an increase and decrease of at least 25 percent of the joint width as measured
at the time of application.
3. 35: A sealant that when tested for adhesion and cohesion under cyclic movement shall
withstand an increase and decrease of at least 35 percent of the joint width as measured
at the time of application.
4. 50: A sealant that when tested for adhesion and cohesion under cyclic movement shall
withstand an increase and decrease of at least 50 percent of the joint width as measured
at the time of application.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
07 92 00
Joint Sealants
Page 3
5. 100/50: A sealant that when tested for adhesion and cohesion under cyclic movement
shall withstand an increase of at least 100 percent and a decrease of at least 50 percent
of the joint width as measured at the time of application.
D. Sealant Uses:
1. A: Sealant acceptable for use on an aluminum substrate.
2. G: Sealant acceptable for use on a glass substrate.
3. I: Sealant designed for use in joints which are submerged continuously in a liquid.
a. Immersion rated sealant applications require primer.
4. M: Sealant acceptable for use on a mortar substrate.
5. NT: Sealant designed for use in joints in non -traffic areas.
6. T: Sealant designed for use in joints in pedestrian and vehicular traffic areas such as
walkways, plazas, decks, and parking garages.
7. O: Sealant acceptable for use on substrates other than those listed above including, but
not limited to, color anodized aluminum, metals other than aluminum, painted surfaces,
brick, stone, tile, and wood.
E. Miscellaneous:
1. FC: Fast cure sealants; provides lesser cure times than corresponding standard cure
sealants.
1.6 SUSTAINABLE DESIGN REQUIREMENTS
A. Meet VOC requirements of South Coast Air Quality Management District (SCAQMD)
Rule 1168. Information is available at www.aamd.aov. VOC limit expressed in grams per
liter as follows:
Sealant VOC Limit
Architectural 250
Other 420
Sealant Primer VOC Limit
Architectural— Nonporous 250
Architectural - Porous 775
Other 750
B. Provide sealants with no carcinogen or reproductive toxicant components at more than one
percent of total mass of product as defined in the following lists:
1. California OEHHA, Safe Drinking Water and Toxic Enforcement Act of 1986
(Proposition 65). Information is available at www,oehha.ca. ov/ ro 65 html.
2. California Air Resources Board (CARB), list of Toxic Air Contaminants (California Air
Toxics). Information is available at www,arb.ca. ov/toics.
Agreement No. 6038
07 92 00 Lionakis No. 020036
Joint Sealants November 24, 2020
Page 4
1.7 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer Qualifications: Firm specializing in manufacturing products specified in this
Section.
2. Applicator Qualifications: Firm specializing in installing work specified in this Section with
experience on at least five projects of similar nature in past three years.
B. Product Validation/Assurance: Provide products with current SWRI Validation or provide
independent; third -party laboratory test results showing product meets performance
requirements in accordance with ASTM C920 and as specified in this Section.
C. Compatibility: Materials forming joints and adjacent materials shall not adversely affect
sealant materials or sealant color per ASTM C1087.
D. Staining: Sealants shall not stain joint substrates per ASTM C510, ASTM C1248, and ASTM
D2203.
E. Manufacturer Adhesion, Cohesion, and Stain Testing: Provide manufacturer's laboratory
adhesion and cohesion testing per ASTM C719 and ASTM C794, and stain testing per
ASTM C510 using specimens of actual substrates to ensure sealant compatibility with
substrate before product acceptance.
F. Joint Sealants Field Test for Adhesion and Cohesion to Joint Substrates: Perform field tests
for each elastomeric joint sealant in accordance with ASTM C1521, with the manufacturer's
representative present prior to installation as follows:
1. Install joint sealants in five foot joint lengths. Allow sealant to fully cure before testing.
2. Make a knife cut of the sealant across the joint and along each side of the joint
approximately 3 inches long.
3. Place a mark on the sealant tab, 1 inch from the adhered joint to the tab's free end.
4. Grasp a 2 inch piece of sealant firmly just beyond the 1 inch mark and pull at a 90
degree angle.
5. Record whether or not sealant in joint maintained adhesion to substrate.
6. Record percentage length of sealant elongation.
7. Sealant product acceptance shall be based on pass/fail adhesion performance.
G. Coordination:
1. Coordinate work in this Section with work in related Sections.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Comply with requirements of Division 01.
B. Deliver materials in the unopened, original containers or unopened packages with
manufacturer's name, labels, product identification, color, expiration period, curing time and
mixing instructions for multi -component materials.
C. Storage and Protection: Store materials in a dry secure location with ambient temperature
range of 60 degrees F to 80 degrees F.
D. Carefully handle and store to prevent inclusion of foreign materials.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
1.9 PROJECT/SITE CONDITIONS
07 92 00
Joint Sealants
Page 5
A. Environmental Limitations:
1. Do not proceed with installation of primers and joint sealants under the following
conditions:
a. When ambient and substrate temperature conditions are less than 40 degrees F, or
as otherwise recommended by manufacturer.
b. When joint substrates are wet.
B. Joint -Width Conditions:
1. Do not proceed with installation of joint sealants until contaminants capable of interfering
with adhesion are removed from joint substrates.
1.10 SEQUENCING
A. Apply waterproofing, water repellents, and preservative finishes after sealants have fully
cured.
1.11 WARRANTY
A. Comply with provisions of Division 01.
B. Provide manufacturer's warranty against material defects, air and water tightness, loss of
adhesion, cohesion, and staining as follows:
1. Silicone sealants — Twenty years.
2. Other sealants — Two years.
C. Provide installer's two year workmanship warranty.
1.12 MAINTENANCE DATA
A. Submit in accordance with Division 01.
B. Provide cleaning and maintenance information, recommended inspection intervals, and
instructions for repairing and replacing failed sealant joints.
PART2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturers:
1. GE Silicones, Huntersville, NC; 951-201-2000, esili ones.CQM.
2. Pecora Corporation, Harleysville, PA; 800-523-6688, www.l)ecora.com.
3. Sika Corporation, Lyndhurst, NJ; 800-933-7452, www.usa.sika.com.
4. The Dow Chemical Company, Midland, MI; 800-331-6451, www. =sumer.dow.com.
5. Tremco Sealant Weatherproofing Division of RPM International, Inc., Beachwood, OH;
800-321-7906, www tremcosealants.com.
B. Substitutions: Under provisions of Division 01.
Agreement No. 6038
07 92 00
Joint Sealants
Page 6
2.2 SEALANTS
Lionakis No. 020036
November 24, 2020
A. General:
1. Provide sealants that have been tested and found suitable for the substrates to which
they will be applied.
2. Color: As selected by Architect from manufacturer's full range of colors.
B. Exterior Sealants:
1. Exterior Perimeter Sealant: Ultra -low modulus moisture curing, non -staining, non -
bleeding silicone sealant; ASTM C920; Type S; Grade NS; Class 50/50;
uses: A, G, M, NT, O.
a. Products:
1) The Dow Chemical Company Dowsil 795 Silicone Building Sealant.
2) Tremco Spectrum 2.
3) Sika Sikasil WS-295.
4) or accepted equal.
b. Use at:
1) Exterior vertical joints bordered on one or both sides by concrete, metal, and/or
window perimeters, threshold bedding, and/or sheet metal flashing lap joints.
2) Porous materials such as concrete or masonry.
3) Non -porous materials such as painted metal, anodized or mill finish aluminum.
2. Glazing Sealant: Medium modulus, neutral curing, non -staining, non -bleeding silicone
sealant; ASTM C920; Type S; Grade NS; Class 50; uses: A, G, M, NT, O.
a. Products:
1) Tremco Spectrem 2.
2) The Dow Chemical Company Dowsil 795 Silicone Building Sealant.
3) GE Silicones SilPruf SCS2000.
4) Pecora 895NST.
5) Sika Sikasil WS-295.
6) or accepted equal.
b. Use at exterior joints in window wall systems such as glass to glass, glass to metal,
and metal to metal joints.
C. Interior Sealants:
1. Interior Sealant: Nonoxidizing, skinnable, paintable, gunnable, non -staining, non -
bleeding acrylic latex sealant; ASTM C834; Type S; Grade NS; Class 12.5; use: O.
a. Products:
1) Tremco Tremflex 834.
2) Pecora Corp. AC-20 + Silicone.
3) or accepted equal.
b. Use at interior trim and finish joints expecting minimal movement.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
2.3 ACCESSORIES
07 92 00
Joint Sealants
Page 7
A. Joint Cleaner: Non -corrosive and non -staining type as recommended by sealant
manufacturer; compatible with joint forming materials.
B. Primers: Non -staining, quick -drying type and consistency recommended by the sealant
manufacturer for the particular application.
C. Joint Backing: Non -adhering backing to sealant; non -staining, compatible with sealant and
primer such as round, closed cell or bi-cell polyethylene foam rod; oversized 25 percent to
50 percent larger than joint width. Materials impregnated with oil, bitumen or similar
materials are not permitted.
D. Bond Breakers: Type and consistency recommended by the sealant manufacturer to suit the
particular application.
E. Bond Breaker Tape: Self-adhesive, pressure sensitive polyethylene tape.
F. Masking Tape: Non -staining, non -absorbent tape compatible with joint sealants and
adjacent joint surfaces.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine job site conditions; verify substrate, surfaces, and joint openings are ready to
receive work and field measurements are as shown on drawings, as specified in this
Section, and as recommended by manufacturer.
B. Report unacceptable conditions to Architect. Begin installation only when unacceptable
conditions have been corrected.
3.2 PREPARATION
A. Clean, prepare, and prime joints in accordance with ASTM C1193 and manufacturer's
written instructions.
B. Remove loose materials and foreign matter that might impair sealant adhesion. Clean
porous materials such as concrete or masonry by grinding, sand or water blast cleaning,
mechanical abrading, acid washing or a combination of these methods as required to
provide a clean, sound base surface for sealant adhesion.
1. Remove laitance by acid washing, grinding or mechanical abrading.
2. Remove form oils, release agents, chemical retardants, by sand or water blast cleaning.
3. Blow from joints with oil -free compressed air loose particles resulting from grinding,
abrading, or blast cleaning prior to sealant application.
C. Mechanically or chemically clean nonporous surfaces such as metal and glass. Remove
temporary protective coatings on metallic surfaces using solvents that leave no residue as
recommended by metalsurface manufacturer. When masking tape or strippable films are
used, remove the tape or film and clean any residual adhesive. Apply and wipe -dry cleaning
solvents using clean, lint -free cloths or paper towels, do not allow solvent to air dry without
wiping.
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Joint Sealants
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November 24, 2020
D. Protect elements surrounding the work of this Section from damage or disfiguration. Apply
masking tape to adjacent surfaces to prevent damage to finishes from sealant installation.
3.3 APPLICATION
A. Apply sealants in accordance with ASTM C1193, manufacturer's written instructions, and
accepted shop drawings.
B. Apply sealant where indicated on the Drawings and at all exterior joints and openings in the
building envelope that are observable sources of air or water infiltration.
C. Measure joint dimensions and size materials to achieve required width -to -depth ratios.
Acceptable joint width -to -depth ratios:
;....
Material
Joint Width
Joint Depth
Minimum
Maximum
Metal or other nonporous
1/4 inch minimum
1/4 inch
1/4 inch
Over 1/4 inch
1/2 of width
Equal to width
surfaces.
Concrete, or other porous
1/4 inch (minimum)
1/4 inch
1/4 inch
surfaces.
Over 1/4 inch
1/2 of width
E ual to width
Over 1/2 to 2 inches
1/2 inch
1/2 inch
Over 2 inches
As recommended by sealant
manufacturer.
D. Install joint backing to achieve desired joint width -to -depth ratio. Roll the material into the
joint to avoid lengthwise stretching. Do not twist or braid rod stock.
E. Install bond breaker where joint backing is not used to prevent three -sided adhesion.
F. Apply primer where required and where recommended by sealant manufacturer for sealant
adhesion.
G. Install sealants within recommended application temperature ranges. Consult manufacturer
when sealant cannot be applied within these temperature ranges.
H. Install sealants immediately after joint preparation.
I. Install sealants free of air pockets, foreign embedded matter, ridges, and sags.
J. Produce uniform, cross sectional shapes and depths relative to joint width that allow
optimum sealant movement capability.
K. Tool joints concave. Use dry tooling method.
L. Cure sealants in compliance with their manufacturer's instructions to obtain high early bond
strength, internal cohesive strength, and durability. Do not disturb seals until completely
cured.
3.4 CLEANING AND REPAIRING
A. Immediately clean work under provisions of Division 01.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
07 92 00
Joint Sealants
Page 9
B. Clean adjacent soiled surfaces. Use a cleaning agent as recommended in writing by the
sealant manufacturer, remove any masking tape immediately after tooling joints, leaving
finished work in neat and clean condition.
C. Repair or replace defaced or disfigured caused by work of this Section.
3.5 PROTECTION OF FINISHED WORK
A. Protect finished installation under provisions of Division 01.
B. Protect sealant until cured.
C. Do not paint sealants until sealant is fully cured.
D. Do not paint silicone sealant.
E. Protect joint sealants from contact with contaminating substances and from damage. Cut
out, remove and replace contaminated or damaged sealants, immediately, so that they are
without contamination or damage at time of Project Completion.
END OF SECTION
Agreement No. 6038
Lionakis No. 020036 0841 13
November 24, 2020 Aluminum Framed Entrances and Storefronts
Page 1
SECTION 08 41 13
ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Aluminum storefront system,
B. Aluminum and glass doors.
C. Accessories.
D. Vision glass.
E. Perimeter sealant.
1.2 RELATED SECTIONS
A. Section 07 92 00 — Joint Sealants.
B. Section 08 71 00 — Door Hardware,.
C. Section 08 81 00 — Glass Glazing.
1.3 REFERENCES
A. The publications listed below form a part of this Section to the extent referenced. The
publications are referred to in the text by the basic designation only. Refer to Division 01 for
definitions, acronyms, and abbreviations.
B. Standards, manuals, and codes refer to the latest edition of such standards, manuals, and
codes in effect as of the date of issue of this Project Manual, unless indicated otherwise in
CBC Chapter 35 and CFC Chapter 80.
C. Referenced Standards:
1. AA — Designation System for Aluminum Finishes.
2. AAMA SFM-1 —Aluminum Store Front and Entrance Manual.
3. AAMA 2605 — Voluntary Specification, Performance Requirements and Test
Procedures for Superior Performing Organic Coatings on
Aluminum Extrusions and Panels.
4. ASTM A36/A36M — Standard Specification for Carbon Structural Steel.
5. ASTM B209/B209M —Standard Specification for Aluminum and Aluminum -Alloy Sheet
and Plate.
6. ASTM B221/B221 M — Standard Specification for Aluminum and Aluminum -Alloy
Extruded Bars, Rods, Wire, Profiles, and Tubes.
7. ASTM E283 — Standard Test Method for Determining Rate of Air Leakage
Through Exterior Windows, Curtain Walls, and Doors Under
Specified Pressure Differences Across the Specimen.
Agreement No. 6038
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Aluminum Framed Entrances and Storefronts
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Lionakis No. 020036
November 24, 2020
8. ASTM E331 — Standard Test Method for Water Penetration of Exterior Windows,
Skylights, Doors, and Curtain Walls, by Uniform Static Air
Pressure Difference.
9. NFRC 100 — Procedure for Determining Fenestration Product U-Factors.
10. NFRC 200 — Procedure for Determining Fenestration Product Solar Heat Gain
Coefficient and Visible Transmittance at Normal Incidence.
11. NFRC 400 — Procedure for Determining Fenestration Product Air Leakage.
1.4 SUBMITTALS
A. Submit under provisions of Division 01.
B. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances,
affected related Work, expansion and contraction joint location and details, and anchor type,
size, and spacing.
C. Product Data: Provide component dimensions, describe components within assembly,
including anchorage, fasteners, and glass.
D. Submit two samples, 12 inches by 12 inches minimum in size, illustrating pre -finished
aluminum surface, EPDM or neoprene gasketing, and glass and glazing materials.
E. Provide windload and deadload charts to verify that the system meets all design loads and
meets the minimum pounds per square foot required at the location of the project.
1.5 SYSTEM DESCRIPTION
A. Aluminum storefront system includes shop fabricated, factory pre -finished tubular aluminum
sections and doors, glass, related flashings, anchorage, and attachment devices.
1.6 PERFORMANCE REQUIREMENTS
A. Air leakage of window system shall not exceed 0.06 cubic feet per minute per square foot of
window area at a pressure differential of 6.2 pounds per square foot when tested according
to NFRC 400 or ASTM E283.
B. Water resistance of window system shall show no leakage at a minimum static air pressure
differential of 8.0 pounds per square foot when tested according to ASTM E331.
C. Air leakage of each single entrance door shall not exceed 0.3 cubic feet per minute per
square foot of door area at a pressure differential of 1.57 pounds per square foot when
tested according to NFRC 400 or ASTM E283.
D. Air leakage of each set of double entrance doors shall not exceed 1.0 cubic feet per minute
per square foot of door area at a pressure differential of 1.57 pounds per square foot when
tested according to NFRC 400 or ASTM E283.
1.7 REGULATORY REQUIREMENTS
A. Window systems and exterior doors shall be certified under provisions of the 2019 California
Energy Code (CEC), Section 110.6.
1. A fenestration product's U-factor shall be rated in accordance with NFRC 100, using the
specific glazing, window system, and door assemblies to be installed on the project.
Agreement No. 6038
Lionakis No. 020036 0841 13
November 24, 2020 Aluminum Framed Entrances and Storefronts
Page 3
a. If there is less than 10,000 square feet of site -built fenestration on the project, the
default U-factor may be calculated as set forth in Reference Nonresidential Appendix
NA6.
2. A fenestration product's Solar Heat Gain Coefficient (SHGC) shall be rated in
accordance with NFRC 200, using the specific glazing, window system, and door
assemblies to be installed on the project.
a. If there is less than 10,000 square feet of site -built fenestration on the project, the
default SHGC may be calculated as set forth in Reference Nonresidential Appendix
NA6.
3. Provide label certificate for each type of window and door product indicating compliance
of the assembly with the U-factors listed in Table 110.E-A, SHGC values listed in Table
110.E-B, and air leakage requirements specified in this Section. Field -fabricated
fenestration and exterior doors may only be installed when documentation indicating
compliance with the above has been provided.
4. A Certificate of Acceptance certifying that the fenestration product meets the acceptance
requirements of 2019 CEC Section 110.6 shall be completed, signed, and submitted to
the enforcement agency.
1.8 QUALITY ASSURANCE
A. Perform Work in accordance with AAMA SFM-1.
B. These requirements establish standards of design and quality for material, construction and
workmanship. When substitute products of equal quality are to be submitted, Contractor
shall submit for consideration supporting technical literature, samples, drawings and
performance data so these items may be evaluated.
C. The approved manufacturer's recommended installation procedures will become the basis
for inspecting or rejecting actual installation procedures used on the work.
D. Single Source Responsibility: Provide storefront system, doors, and accessories produced
as standard products of one single manufacturer.
1.9 QUALIFICATIONS
A. Manufacturer and Installer: Company specializing in manufacturing aluminum glazing
systems.
1.10 DELIVERY, STORAGE AND HANDLING
A. Deliver, store, protect and handle products to site under provisions of Division 01.
B. Protect pre -finished aluminum surfaces with strippable coating. Do not use adhesive papers
or sprayed coatings that bond when exposed to sunlight or weather.
1.11 WARRANTIES
A. Storefront System and Doors:
Provide written warranty in form acceptable to Owner jointly signed by manufacturer,
installer and Contractor warranting work to be watertight„ free from defective materials,
defective workmanship, glass breakage due to defective design, and agreeing to replace
components which fail within one year from date of Project Completion.
Agreement No. 6038
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Aluminum Framed Entrances and Storefronts
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Lionakis No. 020036
November 24, 2020
2. Warranty shall cover following:
a. Complete watertight and airtight system installation within specified tolerances.
b. System is structurally sound and free from distortion.
B. Finish:
1. Finished coating system specified in this Section, as applied over aluminum extrusions,
shall be warrantied for a period of ten years from date of Project Completion.
2. Warranty shall cover the following:
a. Finish will not peel, crack, flake or blister.
b. Finish will not chalk in excess of number eight rating, as determined by the
procedure identified in ASTM D4214 specification test.
c. Finish will not fade or change color more than five Hunter Delta E units as
determined by ASTM D2244. Surfaces to be measured shall be cleaned of any
external deposits and/or chalk.
d. Finish will not lose gloss more than fifty percent of original gloss when measured in
accordance with ASTM D523. Measurement shall be made using a glossmeter set at
a sixty degree geometry.
PART2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturers:
1. Kawneer North America, Norcross, GA; 770-449-5555, www.kawneer.com. Products:
a. Trifab VG 451 UT storefront, center set.
b. Series AA 425 Medium Stile thermal doors.
2. Oldcastle Building Envelope, Santa Monica, CA; 866-653-2278, ,oldca§tiebe.com.
3. Arcadia Incorporated, Vernon, CA; 323-269-7300, .arcadiainc.com.
4. EFCO Corporation, Monett, MO; 800-221-4169. www.efcocorp.com. \
B. Substitutions: Under provisions of Division 01.
2.2 MATERIALS
A. Extruded Aluminum: ASTM B221; 6063 alloy, T6 temper. Wall thickness shall provide
structural strength to meet specified performance requirements.
B. Sheet Aluminum: ASTM B209.
C. Fasteners: Stainless steel.
D. Perimeter Anchors: Stainless steel.
Agreement No. 6038
Lionakis No. 020036 0841 13
November 24, 2020 Aluminum Framed Entrances and Storefronts
Page 5
2.3 DOORS
A. Doors: Corner construction shall consist of mechanical clip fastening, SIGMA deep
penetration and minimum 1-1/8 inch long fillet welds. Glazing stops shall be snap -in type
with EPDM flashing gaskets. 2-1/4 inch door depth with 1/8 inch wall thickness and medium
stiles and top rails; bottom rail shall be 10 inches high.
1. Hardware: As specified in Section 08 71 00. Hardware shall be installed at the factory
prior to shipment.
2. Thresholds: Thresholds shall be one piece thresholds in a bed of mastic. Threshold shall
set no higher than 1 /2 inch from the lowest floor surface. When complete, threshold shall
be accessible.
B. Weather-strip: Door manufacturer's standard felt insert strip designed into door system
along perimeter door edges.
2.4 ACCESSORIES
A. Flashings and Closures: 0.050 inch thick aluminum, finish to match window wall system
finish where exposed.
2.5 GLASS AND GLAZING MATERIALS
A. Glass and Glazing Materials:
1. Storefront System and Doors: 1 inch insulated glass units as specified in Section
0881 00.
B. Glazing gaskets and seals used for aluminum work shall be an integrated glazing system
designed by the aluminum work manufacturer to produce a watertight assembly, and shall
be physically and chemically compatible with each other and with adjacent materials.
1. Neoprene and EPDM materials shall not come in contact with silicone sealant materials.
2. Gaskets shall be designed, when in final compression form, to be compressed a
minimum of 25 percent and a maximum of 40 percent, and to exert a pressure of
between four pounds and ten pounds pressure per linear inch.
3. All side light and transom glass shall be set with the same type and size of glazing
gasket material.
C. Contractor shall provide and set lead blocking for all window systems installed. Each glass
panel supplied shall display a factory mark certifying each glass panel is manufactured of
tempered glass. Plate glass and laminated glass will not be acceptable.
2.6 SEALANT MATERIALS
A. Sealant and Backing Materials: As specified in Section 07 92 00.
2.7 FABRICATION
A. Fabricate components with minimum clearances and shim spacing around perimeter of
assembly, yet enabling installation and dynamic movement of perimeter seal.
B. Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof.
Sealant will not be allowed at exposed joints.
C. Prepare components to receive anchor devices. Fabricate anchors.
Agreement No. 6038
0841 13 Lionakis No. 020036
Aluminum Framed Entrances and Storefronts November 24, 2020
Page 6
D. Arrange fasteners and attachments to conceal from view.
E. Prepare components with internal reinforcement of 1/4 inch thick galvanized steel mounting
backing plates for door hardware and hinge hardware as per ASTM A36.
F. Exposed work shall be carefully matched to produce continuity of line, design and finish.
Joints in exposed work, unless otherwise shown or required for thermal movement, shall be
accurately fitted, rigidly secured with hairline contacts and sealed watertight.
G. Removable members such as glass stops shall be extruded and securely engaged into
adjacent components as indicated by product manufacturer.
H. Face clearances between glass and stop shall comply with code requirements and glass
manufacturer's recommendations.
I. All fasteners shall be of sufficient strength to support both horizontal wind load and vertical
dead load, with a Factor of Safety of 1.5. They shall be spaced and be sized to develop the
maximum strength of the members they secure or support. Washers, where required, shall
be of the same material as the fastener. Unless otherwise shown or approved, fastening
systems shall be concealed.
J. Install internal steel stiffeners within the window wall system as required to meet the
windload/deflection requirements at the location of this project.
K. Sealants, gaskets, setting blacks, tapes and separators, where used, shall be physically and
chemically compatible with each other and with adjacent materials. Items shall be installed
so that they will not become dislodged during or after assembly of units.
2.8 SPECIAL REQUIREMENTS
A. Dissimilar Materials Protection: Use chromate gasketing to separate aluminum surfaces in
contact with other metals, plaster or concrete, or heavy coat of alkali resistant bituminous
paint. Aluminum need not be separated from stainless steel or galvanized steel.
2.9 FINISH
A. All aluminum extrusions shall have a high performance fluorocarbon organic coating as
follows:
1. Comply with requirements of AAMA 2605.
2. Surfaces shall be cleaned and given conversion coating pre-treatment prior to
application of 0.3 mil dry film thickness of epoxy or acrylic primer following
recommendations of finish coat manufacturer.
3. Finish coat of 70 percent minimum fluorocarbon resin fused to primed surfaces at
temperature recommended by manufacturer, 1.0 mil minimum dry film thickness.
4. Acceptable Coatings: Trinar by Akzo Coatings, Inc.; Nubelar by Glidden Company;
Fluoroceram by Morton International, Inc.; Duranar by PPG Industries Inc.; and Fluropon
by Valspar Corporation.
5. Provide finish in a four coat system.
6. Color: Manufacturer's standard white.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
PART 3 EXECUTION
3.1 EXAMINATION
0841 13
Aluminum Framed Entrances and Storefronts
Page 7
A. Verify dimensions, tolerances and method of attachment with other work.
B. Verify wall openings and adjoining air and vapor seal materials are ready to receive work of
this Section.
3.2 INSTALLATION
A. Install window wall system and doors in accordance with manufacturer's instructions and
AAMA SFM-1. Manufacturer shall provide installation instructions and installer shall comply
with these instructions.
B. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional
tolerances, aligning with adjacent work.
C. Attach to structure to permit sufficient adjustment to accommodate construction tolerances
and other irregularities.
D. Provide alignment attachments and shims to permanently fasten system to building
structure.
E. Frames shall be anchored to structure with concealed fasteners appropriate for use with
type of adjacent construction. Fasteners shall securely fasten frames to wall construction
involved. Fasteners shall provide stiffness and rigidity to keep frames square, in accurate
position without twisting, buckling or warping, Fasteners to framing substrate shall be the
following minimums; greater as required by the window wall manufacturer or as conditions
warrant:
1. Concrete: 1/4 inch diameter stainless steel wedge anchors at 24 inches on center with 1-
1/2 inch minimum embedment into substrate and. 2 inches minimum edge distance to
face of substrate.
F. Install perimeter metal flashings.
G. Install perimeter sealant to method required to achieve performance criteria and installation
criteria described in Section 07 92 00.
H. Set thresholds in bed of mastic and secure with mechanical fasteners, minimum three per
threshold.
I. Refer to Section 08 71 00 for hardware installation requirements.
J. Install glass in accordance with Section 08 81 00, to glazing method required to achieve
performance criteria.
3.3 TOLERANCES
A. Maximum Variation from Plumb: 0.06 inch every 3 feet non -cumulative or 0.06 inch per 10
feet, whichever is less.
B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch.
Agreement No. 6038
0841 13 Lionakis No. 020036
Aluminum Framed Entrances and Storefronts November 24, 2020
Page 8
3.4 CLEARANCES
A. Top and sides of door shall have a minimum of 1/16 inch to a maximum of 1/8 inch
clearance.
B. Bottom of door and threshold shall have a minimum of 1/8 inch to a maximum of 1/4 inch
clearance.
C. All doorframes shall be measured with the minimum clearance of exact size or a maximum
of 1/4 inch overall clearance to fit sides of opening to 1/8 inch at top of opening.
D. All installation clearances for door frame and door shall be strictly adhered to. No other
minimum or maximum clearances will be acceptable and will prove cause for total
replacement of the opening at the sole expense to Contractor.
E. Mortise hardware shall fit flush with finished trim moldings and applied directly to recessed
sidewalls of the door and or frame system. Cutouts in door or frame moldings shall require
separate screw applied tabs or straps on which to mount concealed hardware per
manufacturer's templates as detailed on Drawings. Where shims and spaces are required
for finished appearance, they shall provide full and solid bearing for the hardware.
3.5 ADJUSTING
A. Adjust work under provisions of Division 01.
B. Adjust operating hardware for smooth operation.
3.6 CLEANING
A. Clean work under provisions of Division 01.
B. Remove protective material from pre -finished aluminum surfaces.
C. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean
wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean.
D. Remove excess sealant by method acceptable to sealant manufacturer.
3.7 PROTECTION OF FINISHED WORK
A. Protect finished Work under provisions of Division 01.
B. Protect finished Work from damage.
END OF SECTION
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
SECTION 08 71 00
DOOR HARDWARE
PART 1 GENERAL
1.1 SECTION INCLUDES
A. BHMA finish door hardware for aluminum doors.
0871 00
Door Hardware
Page 1
B. Accessories including but not limited to door stops, kickplates, and push/pull plates.
C. Weatherstripping, seals, and thresholds.
1.2 PRODUCTS SUPPLIED BUT NOT INSTALLED UNDER THIS SECTION
A. Hardware templates for doors and frames.
1.3 RELATED SECTIONS
A. Section 07 92 00 — Joint Sealants.
B. Section 08 41 13 —Aluminum Framed Entrances and Storefronts.
1.4 REFERENCES
A. Conform to the following Referenced Standards and Requirements:
1. CBC — 2019 California Building Code.
2. ADA —Americans with Disabilities Act - 2010 Standards for Accessible Design.
3. NFPA 101 —Life Safety Code.
4. ANSI A156 Series —Builders Hardware Manufacturers Association (BHMA) Standards
Set.
1.5 QUALITY ASSURANCE
A. Supplier Qualifications and Documentation:
1. Hardware Supplier Qualifications: Firm specializing in the supply and servicing of
institutional and commercial door hardware; accredited by manufacturers; and having a
minimum of three years documented experience. Hardware supplier to furnish list of at
least ten past, finished projects. Include date competed, project location, and references.
B. Manufacturer of Submitted Devices - Qualifications and Documentation:
1. Manufacturer Qualifications: Manufacturer specializing in manufacturing institutional and
commercial door hardware with a minimum five years with the following documented
experience. Furnish list of at least ten past, finished projects. Include date competed,
project location, and references. Past project contact information will determine if
Builders Hardware is acceptable.
Agreement No. 6038
0871 00 Lionakis No. 020036
Door Hardware November 24, 2020
Page 2
C. Installer of Submitted Devices - Qualifications and Documentation:
Installer of assembly shall be trained in the trade of hanging commercial doors on
commercial frames with commercial hardware. Supplier and Installer of door assemblies
shall be authorized representative of manufacturers and have minimum of five years
successful experience in detailing, supplying, and installing door assemblies specified on
projects of similar size, complexity, and type to this Project. Provide written
documentation to show closers will be installed by an individual with successful
experience installing closers to meet 5-pound opening force for non -rated door
complexity.
1.6 SUBMITTALS
A. The hardware groups/sets specified in Section 08 71 00 - Part 3 are intended to establish
type and design standard when used together with the requirements of this Section„
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections. Examine Contract Documents and
furnish proper hardware for door openings. Refer to specifications for clarification and
detailed requirements and provide products and services in specifications even if not written
in hardware groups/sets in Section 08 71 00 - Part 3.
B. For each opening submit coordinated (means and methods) requirements in accordance
with Division 01 and a detailed door, frame and hardware schedule. See pre -hardware and
hardware scheduling requirements below. Submittals that do not meet means and methods,
including missing related doors/frames submittal/shop drawings, will be returned for
correction before checking.
C. Pre -Hardware Scheduling Tasks:
1. Coordinate work of this Section with other directly affected Sections and scope.
2. Provide required Division 08, means and method type work in accordance with Contract
Documents at no additional cost to project, including Division 01 and language below.
This Section supplier shall be provided with full documents, not just Section 08 71 00
Part 3 hardware group/sets as that process does not meet Contract requirements.
3. Means and method type work includes, but is not limited to, coordination with plans and
other specifications, templating, Section 08 7100, and other Division 08 Section
engineering and coordination. Starting submittal work or labor before means and
method type work is completed does not constitute change orders.
4. Provide RFIs (request for information) for clarification items before submittals. This
Section is not to be a stand-alone submittal but requires multiple Sections and Drawings
coordination before submittals will be reviewed.
a. Coordinate length and sizes for hardware devices before submittals, Verify the door
hardware is compatible for use with the doors and door/frames.
5. Coordinate with door/frame internal reinforcement for door hardware. In particular,
coordinate door preparation in accordance with applicable regulatory and trade
standards specified.
6. Coordinate keying requirements with all openings with one Vendor. For keying scope,
even if different Section door/frame/gate scope packages are submitted with different
hardware schedule submittals, only one Section 08 71 00 supplier is to oversee,
coordinate, submit, furnish, and install keying. Coordinate per Section 08 71 00.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
D. Hardware Schedule:
0871 00
Door Hardware
Page 3
1. Submit required vendor qualification letters and documentation (see above "QUALITY
ASSURANCE").
2. Non -design team coordination and requirements:
a. Submittals for coordinated door/frame/hardware items, shall be submitted at the
same time for review of total opening requirements. Do not submit Section 08 71 00
scope without coordinated door and frame packages and above RFI/clarification
process tasks completed. Submittals that do not include related doors/frames will be
returned for correction before checking.
b. Section submittals and/or shop drawings to be reviewed and have comments by non -
design team (Contractor) before sending to design team. If submittals do not meet
Contract requirements, return to hardware vendor for re -submittal. In many cases,
unacceptable submittals are passed though without non -design team (Contractor)
comments (coordinate per Contract).
3. Submit hard copies of hardware schedule (number of copies per Division 01) as well as
submit editable, PDF files via electronic email of ftp site process in Vertical Format as
illustrated by the Sequence of Format for the Hardware Schedule as published by the
Door and Hardware Institute. Horizontal -type schedules will be returned for correction
before reviewing.
a. Shop drawings / hardware schedule shall clearly indicate each hardware group
specified and manufacturer of each item proposed as well as each door number that
the hardware is assigned to.
0
/ertical schedule format aM . _ .......
Heading Number 1 (Door Schedule or Architectural Assigned Hardware
Grout/Set number from Part 3_= HW... # )wwwwwwwmm
1
1 Single Doorr #1 -Exterior
Corridor
o
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from -101
Device p
Quantity
t escr� _tion
Device # (include IT Finish Manu
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Hinges.........
g
x fasten .. ...........
1 Lockset
1 I/C Cylinders
Rim or Mortise x
appropriate cam x
blocking rings as required
(rim or mortise type and
quantity as required by
locking device
.. _ c �........ _.m.........
1 Permanent Core
20-740
4. Illustrations from manufacturer's catalogs and product data:
a. Provide cut sheets and product data with vertical format hardware submittal (same
timeframe) as well as door and frame information to be reviewed as one submittal
package. Manufacturer's hard copy as well as PDF catalog cut sheets and product
data shall not be submitted before editable, PDF files vertical format hardware
submittal. See above Sequence of Format requirement. Catalog cut sheets and
product data sent as submittals before the typed -out nomenclature of hardware part
Agreement No. 6038
0871 00 Lionakis No. 020036
Door Hardware November 24, 2020
Page 4
numbers (vertical format hardware submittal) will be returned without review.
5. Provide hardware schedule and hardware templates to door and frame manufacturer.
Provide two templates to those manufacturers who are not currently registered template
book holders.
E. Vendor meetings or coordination prior to purchasing materials:
1. Convene coordination meeting between all opening vendors and installers at least two
weeks prior to purchasing doors, frames, door hardware, and electrical devices required
for complete systems. Attendance includes but is not limited to hardware supplier and/or
installer, door supplier and/or installer, frame supplier and/or installer, auto operator
vendor and/or installer and electrical. If hardware changes are required due to these
meetings, communicate changes to design team before ordering materials.
F. Templates:
1. Provide listing of manufacturer's template numbers for each item of hardware in
hardware schedule.
2. Submit templates and "Reviewed Hardware Schedule" to door and frame supplier and
others as applicable to enable proper and accurate sizing and locations of cutouts and
reinforcing.
G. Installation Instructions:
1. Provide manufacturer's written installation and adjustment instructions for finish
hardware.
2. Send installation instructions to site with hardware.
H. Contract Closeout Submittals: Include specific requirements indicated below.
1. Operating and maintenance manuals: Submit three sets containing the following:
a. Complete information in care, maintenance, and adjustment, data on repair and
replacement parts, and information on preservation of finishes.
b. Catalog pages for each product.
c. Name, address, and phone number of local representative for each manufacturer.
d. Parts list for each product.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Comply with requirements of Division 01.
B. Deliver products in manufacturer's original containers, dry and undamaged, with seals and
labels intact.
C. Storage% Store materials in a cool and dry location, elevated from the ground and protected
from the elements, and secured from theft or pilferage.
1.8 WARRANTY
A. Comply with provisions of Division 01.
1.9 MAINTENANCE
A. Provide special wrenches and tools applicable to each special hardware component.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
0871 00
Door Hardware
Page 5
B. Provide maintenance tools and accessories supplied by hardware manufacturer.
PART 2 PRODUCTS
2.1 FINISHES
A. Typical BHMA finish designation references:
1. Typical BHMA finish designation references:
a. BHMA 626 — Satin chromium plated brass or bronze.
b. BHMA 628 — Satin or dull aluminum, clear anodized (uncoated).
c. BHMA 630 — Satin stainless steel.
2. Closers:
a. BHMA 689 — Sprayed aluminum paint finish (back of house where specified).
2.2 HARDWARE TEMPLATE
A. Make templates for hardware to be applied to metal doors or pre -finished doors.
B. Hinge templates shall conform to ANSI A156.7.
C. Promptly furnish template information or templates to door and frame manufacturers.
D. Coordinate hardware items to prevent interference with each other.
2.3 SCREWS, BOLTS, AND FASTENING DEVICES
A. Exposed head oval phillips type screws in countersunk holes unless otherwise specified.
Use screws, bolts, washers, grommets, nuts, and other fastening devices of appropriate
length, type, head, metal, and finish as necessary for proper match and application of
hardware.
B. Threshold anchors shall be Flat Sleeve Anchors cadmium plated expansion anchor screw in
one unit.
2.4 SUBSTITUTIONS
A. Products referenced by specific brand names and model numbers have been identified by
Owner to match other products in use either completed or in the course of completion. No
substitutions permitted per Public Contract Code Section 3400.
1. Otherwise refer to Division 01 for substitutions.
2.5 HANGING HARDWARE
A. Acceptable Aluminum Continuous Hinges:
1. Where hardware groups/sets have different information, refer to the following for
clarifications. Provide hardware groups/sets devices along with added devices as
indicated on Drawings and the following detailed requirements for each type of device.
Agreement No. 6038
0871 00
Door Hardware
Page 6
Lionakis No. 020036
November 24, 2020
2. Provide aluminum continuous hinges with lifetime warranty. Provide corrosive resistant
plastic -resin thermoplastic hinge bearing. Provide hinges that will always swing 180
degrees throughout project. See note below, continuous hinges that cannot swing 180
will not be acceptable. Basis of design is Select hinges, but the manufacturers listed
below will be reviewed in submittal as equal manufacturers if providing documentation
for corrosive resistant plastic -resin, lifetime warranty and specified device performance
requirements.
a. Ives Manufacturing by Allegion.
b. Hager Roton Manufacturing.
c. Pemko Manufacturing.
3. Provide widths sufficient to clear trim projection when door swings 180 degrees. Confirm
hinge sizing with frame details. All doors shall swing 180 degrees if opening will allow.
Provide wide throw hinges where required.
2.6 SECURING DEVICES (LATCHING SYSTEMS)
A. Deadlatches: ANSI A156.2, Grade 1.
1. Acceptable Manufacturer:
a. Adams Rite Manufacturing, Inc.
2. Provide armored faceplate to match door profile.
2.7 KEY SYSTEMS (CYLINDERS, CORES, AND KEYS)
A. Where hardware groups/sets have different information, refer to the following for clarification.
Provide hardware groups/sets devices along with added devices as indicated on drawings
and detailed requirements for each type of device. Keying specifications below override
hardware set/group nomenclature.
B. For all locking or dogging devices, provide complete cylinder system and coordination
whether or not specified in Section 08 71 00, Part 3 hardware sets as required by locking
device.
1. Different locking devices require a set of different requirements including, but not limited
to, appropriate cams for mortise -type cylinders„ appropriate tail pieces and size for rim -
type cylinders, blocking rings as required for locking and cylinder devices to not rattle
and meet manufacturers" warranties, as well as cylinders that are to be coordinated with
construction cores/cylinders and final pinned cores/cylinders shipped to Owner by
Registered Mail per below to meet system requirements.
2. Scope is means and method type work by a certified locksmith and/or DHI individual to
engineer rim or mortise cylinders and blocking rings or tail -piece components as
required for submitted locking devices. Since there could be as many as 500 options for
rim or mortise cylinders with the locking devices and different manufactures that may be
submitted, this means/methods-type work is required (similar to templating doors and
frames to accept hardware). Coordinate as required.
C. Key Systems (Cylinders, Cores, and Keys):
1. Manufacturer: Schlage Lock Co.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
0871 00
Door Hardware
Page 7
2. For all locking or dogging devices, provide complete keying system whether or not
specified in Section 08 71 00, Part 3 hardware sets including lock cores, mortise
cylinders, and rim cylinders keyed as directed by Owner in submittal process. Key
System shall be:
a. Schlage Lock Co. Restricted Keyway.
3. Keyway: Provide as instructed by Owner during submittal process.
D. Keying Requirements:
1. Provide keyed, construction cores and keys during the construction period.
a. Provide full sized cylinders or brass construction cores and brass keys at all interior
and exterior doors. Plastic cores are not permitted.
b. Construction control and operating keys and core shall not be part of the Owner's
permanent keying system or furnished in the same keyway or key section as the
Owner's permanent keying system. Permanent cores and keys prepared according
to the accepted keying schedule shall be furnished to the Owner.
2. Keying Meeting and Programming Schedule:
a. Do not provide keying matrix in original hardware submittals. After hardware has
been submitted and reviewed in accordance with Division 01 and Section 08 71 00
requirements, arrange a keying matrix/programming meeting with Owner
Representative and various hardware suppliers/vendors representing both the
cylinders/keying system and different, reviewed submittals (design team not
required).
1) Copies of the reviewed door and frame submittals shall be brought to the meeting
with card reader and keyed doors highlighted for review.
2) Follow procedures for keying meeting and programming schedule as outlined by
the Door Hardware Institute. DHI procedures are based on Door Hardware
Institute core class entitled Masterkeying class #AHC200.
b. Keying meeting to produce a programming schedule/matrix based on the following:
1) Furnish keys in the following quantities (total quantity of keys part of bid package):
a) 3 each Change keys each lock, core or cylinder.
b) 5 each Permanent Extractor keys.
c) 9 each Construction masterkeys.
d) 2 each Construction Core Extractor keys.
2) Permanent keys and cores shall be stamped with the applicable key mark for
identification. The visual key control marks or codes shall not include the actual
key cuts.
3) Permanent keys shall be stamped "Do Not Duplicate".
c. Furnish typed programming meeting matrix and notes in PDF, editable electronic
format as well as mailed, hard copy to Owner Representative for final review.
d. Furnish keying and programming schedule to key/core/cylinder manufacturing
factory for production of key/core/cylinder devices.
Agreement No. 6038
0871 00
Door Hardware
Page 8
Lionakis No. 020036
November 24, 2020
e. Transmit pinned cores/cylinders as well as cut grand masterkeys, masterkeys,
change keys and other security keys to Owner Representative by Registered Mail,
return receipt requested. All permanent cores and keys shall be sent directly from the
factory to the Owner Representative for ID and verification.
1) Accompany Owner Representative to install permanent cylinders and/or cores in
permanent locking or keying housings (responsible to prepare locking systems,
installation ready for final cylinders and/or cores, free from dirt, debris or
overtightening of locking devices that my cause binding of keyed devices).
2) Provide instructions for adjustments and maintenance of hardware and hardware
finishes.
2.8 CLOSING DEVICES
A. Surface Mounted Closers:
1. Rack and Pinion Manufacturers:
a. LCN Manufacturing: 4050A Series as scheduled.
b. Norton Door Controls Manufacturing: 7500 Series.
c. Dorma Manufacturing: 8916 Series.
B. Where hardware groups/sets have different information, refer to the following for clarification.
Provide hardware groups/sets devices along with added devices as indicated on Drawings
and detailed requirements for each type of device:
1. ANSI A156.4, Grade 1; UL Listed; meets UL 10C and SFM Standard 12-7-4 for positive
pressure fire test.
2. Closers shall have multi -size spring power adjustment to permit setting of spring from 1
through 6 with additional spring power available. Provide ADA compliant setting
nomenclature during submittals as recommended by closer manufacturer.
3. Submit correct closer type as to be able to install closers on non—public side of doors
(examples include but are not limited to 1) interior side of storage/electrical type rooms;
2) not in corridors/public areas 3) stair side of stairway doors; and at exterior locations,
install closers inside of building (in conditioned spaces)).
4. Installation Plates, Brackets, and Miscellaneous Adapters:
a. Provide drop plates, brackets, or adapters for arms as required to suit details and
install as directed by manufacturer's templates.
1) Furnish and install drop plates at reverse bevel doors and at doors with 170
degrees to 180 degrees swing.
2.9 ACCESSORIES
A. Pulls: Provide pulls at specified doors/openings. Where Trimco pulls are specified, provide
request for substitution for matching pulls and/or pull manufactures.
B. Door Bottoms, and Thresholds:
1. Acceptable Manufacturers:
a. Pemko Manufacturing, Inc.
b. National Guard Products (NGP)
c. Zero International.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
0871 00
Door Hardware
Page 9
2. Thresholds shall comply with CBC 2019 and shall not exceed 1/2 inch in height.
3. Whether or not specified below in hardware sets, thresholds shall be detailed as part of
engineering/shop drawings/means and methods before submittals.
a. Thresholds that extend past door frame shall wrap frame stops. Cut around stops,
then continue into rabbits, face of frame and wall conditions if wall conditions are in
same application (see example of where threshold meet adjacent walls in snippet
below):
b. Whether or not specified below, where thresholds are larger than frames and/or
extend past frames thresholds to have beveled miter ends. 45-degree miter cut and
a closed end, welded with returns to door/frame. Example: NGP manufacturing
nomenclature RCE throughout (see example snippet below):
2.10 POWER SUPPLIES, ELECTRIFIED HARDWARE, AND WIRES
A. Door Position Switches
1. Acceptable Manufacturers:
a. #679-05-WD or #679-05-HM (as required per
door material) by Schlage manufacturing.
b. Magnasphere Corporation UL-634 listed door
contact #L2C-A-FIRE (up to 3-hour fire UL
listing required)
c. Securitron.
PART 3 EXECUTION
3.1 EXAMINATION
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A. Examine doors and frames and verify mounting locations as indicated on shop drawings.
B. Report unacceptable conditions to the Architect. Begin installation only when unacceptable
conditions have been corrected.
3.2 INSTALLATION
A. Install in accordance with manufacturer's printed instructions and accepted shop drawings.
B. Door -Floor Clearances:
1. Unless otherwise shown, provide the following door -floor clearances:
a. Maximum 3/8 inch.
C. Hardware Placement:
Unless otherwise shown or required by CBC 2019, ADA Act - 2010 Standards for
Accessible Design and/or Title 24, place hardware at the following heights:
a. Hinges: Door and frame manufacturer's standard scope per additional specifications
and plans.
b. Door Pulls and Push Bars (centerline): mounted / centered 42 inches above finished
floor or ground.
Agreement No. 6038
0871 00 Lionakis No. 020036
Door Hardware November 24, 2020
Page 10
c. Closers:
1) Shall meet opening force requirements
2) See installation below.
2. Hardware for door handles, pulls, latches, locks, and other operating devices for use on
means of egress doors shall comply with SFM Standard 12-10-2, Section 12-10-202 as
contained in CCR Title 24, Part 12.
D. Installation:
1. Except for hinges, do not install hardware until painting and finishing work is completed.
2. Pre -drill pilot holes in wood for screws. Drill and tap for surface mounted hardware on
metal.
3. Hinges: Set hinges snug and flat in mortises. Hand turn screws to flat seat — do not drive.
4. Closers:
a. To meet non -rated opening/exterior opening force requirements as well as close and
latch non -smoke non -fire rated doors:
1) Closers are to be installed as close to the hinge side of door as possible by a
trained installer per this Section, Part 1 Quality Assurance, Installer Qualifications",
installer an authorized representative of manufacturers, minimum of five years
successful experience installing closers to meet 5-pound opening force for non-
rated door complexity".
2) For non -smoke or non -fire rated doors, before installation of closers install one
mockup door for each kind of closer application. Example: parallel, regular arm,
stop arm and/or top -jamb arm application if specified. Confirm doors meet 5-
pound opening force and still close door. This will ensure proper installation for
doors to open at 5 pounds opening force before remaining non -rated opening
closers are installed. The closer the closer is installed to the hinge, the better
performance for 5 pound opening force, but still close and latch door.
b. Mount door closers for maximum swing but at non -rated doors to meet 5-pound
opening force. At all possible openings, mount door closers for maximum swing of
door before setting stops.
c. Mount door closers for maximum swing, but at non -rated doors- to meet 5-pound
opening force. Drawings may show doors open to only 90 degrees (Revit or CAD
system set up), but unless noted or specified with limiter (stop arm devices below),
all doors to open for maximum swing against adjacent 180 wall it nothing inhibits
door from doing so. Include wide -throw hinges per specs and installation for 170
degree to180 degree or maximum swing of door before installing stops.
5. Thresholds and Raindrip: Set in waterproof sealant and fasten anchors in pre -drilled
countersunk holes 18 inch on center maximum spacing and within 3 inches of each end.
Minimum three anchors per threshold.
3.3 PAINT OR FIELD FINISHES
A. Coordinate with Contact Documents including, but not limited to, Section 09 91 00 for paint
and primer requirements.
3.4 ADJUSTING
A. Adjust parts for smooth, uniform operation.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
B. Lubricate moving parts with manufacturer recommended lubricant.
0871 00
Door Hardware
Page 11
C. Replace units that cannot be adjusted and lubricated to operate freely and smoothly as
intended for the application.
D. Adjust door closer devices:
1. Adjust closer operating.
a. Doors to not exceed 5.0 pounds force.
2. Adjust closer delay and operating speeds to comply with requirements of 2019 CBC
Section 11 B-404.2.8.1 and ADA — Americans with Disabilities Act - 2010 Standards for
Accessible Design.
a. Doors closers, when provided, shall have sweep period adjusted: minimum of 5
seconds for a door/gate to close from the 90 degree position to the 12 degree
position.
3.5 CLEANING
A. Clean as recommended by manufacturer. Do not use materials or methods which may
damage finish or surrounding construction.
3.6 HARDWARE SCHEDULE
A. Manufacturers Legend:
Code Name
SE Select Manufacturing
TR Trimco Manufacturing
AD Adams Rite Manufacturing
SC Schlage Manufacturing
LC LCN Closers
PE Pemko Manufacturing
A. Hardware Columns - Example (Legend):
Qty Device Description Device # (include specification language)
1------------ __----------
Finish Manu
B. The following hardware sets are intended to establish type and standard of quality when used
together with the requirements of this Section (see above Section and related Sections
including Division 01). Examine Contract Documents and furnish proper hardware for door
openings. Refer to Door Schedule on the Drawings for Hardware Group/Set assignments for
each opening.
Blank space below and after a Group/Set is intentional to avoid, if possible,
splitting a Hardware Group/Set onto two pages
Agreement No. 6038
0871 00
Door Hardware
Page 12
Hardware Group/Set #101
Lionakis No. 020036
November 24, 2020
1
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END OF SECTION
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
SECTION 08 81 00
GLASS GLAZING
PART1 GENERAL
1.1 SECTION INCLUDES
A. Glass and glazing for windows and doors.
1.2 RELATED SECTIONS
A. Section 07 92 00 — Joint Sealants: Sealant and back-up material.
B. Section 08 41 13 — Aluminum Framed Entrances and Storefronts.
1.3 REFERENCES
0881 00
Glass Glazing
Page 1
A. The publications listed below form a part of this Section to the extent referenced. The
publications are referred to in the text by the basic designation only. Refer to Division 01 for
definitions, acronyms, and abbreviations.
B. Standards, manuals, and codes refer to the latest edition of such standards, manuals, and
codes in effect as of the date of issue of this Project Manual, unless indicated otherwise in
CBC Chapter 35 and CFC Chapter 80.
C. Referenced Standards:
1. American National Standards Institute (ANSI) —ANSI Z97.1: Standard for Safety Glazing
Materials Used in Buildings.
2. ASTM C920 — Standard Specification for Elastomeric Joint Sealants.
3. ASTM C1036 — Standard Specification for Flat Glass.
4. ASTM C1048 — Standard Specification for Heat -Treated Flat Glass — Kind HS, Kind FT
Coated and Uncoated Glass.
5. ASTM C1376 — Standard Specification for Pyrolytic and Vacuum Deposition Coatings
on Flat Glass.
6. ASTM E546 — Standard Test Method for Frost Point of Sealed Insulating Glass Units.
7. ASTM E576 —Standard Test Method for Frost Point of Sealed Insulating Glass Units
in the Vertical Position.
8. ASTM E1300 — Standard Practice for Determining Load Resistance of Glass in
Buildings.
9. ASTM E2190 —Standard Specification for Insulating Glass Unit Performance and
Evaluation.
10. Consumer Product Safety Commission (CPSC) — CPSC 16 CFR 1201: Safety Standard
for Architectural Glazing Materials.
11. GANA Glazing Manual.
12. GANA Sealant Manual.
13.IGMA North American Glazing Guidelines for Sealed Insulating Glass Units for
Commercial and Residential Use.
Agreement No. 6038
0881 00
Glass Glazing
Page 2
Lionakis No. 020036
November 24, 2020
14. NFRC 100 — Procedure for Determining Fenestration Product U-Factors.
15. NFRC 200 — Procedure for Determining Fenestration Product Solar Heat Gain
Coefficient and Visible Transmittance at Normal Incidence.
16. NFRC 300 — Standard Test Method for Determining the Solar Optical Properties of
Glazing Materials and Systems.
17. SGCC — Safety Glazing Certification Council — Certified Products Directory.
1.4 SUBMITTALS
A. Submit under provisions of Division 01.
B. Product Data on Glass Types Specified: Provide structural, physical and environmental
characteristics, size limitations, and special handling or installation requirements.
C. Product Data on Glazing Compounds: Provide chemical, functional, and environmental
characteristics, limitations, and special handling or installation requirements. Identify
available colors.
D. Submit documentation indicating that all tempered glazing to be installed on this project is
certified by the Safety Glazing Certification Council.
E. Samples:
1. Glass: Submit two samples, 12 inches x 12 inches in size, illustrating each type of
glazing.
2. Glazing Sealant: Submit 3 inch long bead of glazing sealant, color as selected by
Architect.
1.5 PERFORMANCE / DESIGN CRITERIA
A. Glass Strength: Analysis shall comply with ASTM E1300, Determining Load Resistance of
Glass in Buildings. Provide glass products in the thickness and strengths (annealed or heat
treated) required to meet or exceed the following criteria based on project loads and in-
service conditions.
1. Minimum thickness of annealed or heat -treated glass products to be selected so the
worst case probability of failure does not exceed the following:
a. Eight breaks per thousand for glass installed vertically or not fifteen degrees or more
from the vertical plane and under wind action.
b. One break per thousand for glass installed fifteen degrees or more from the vertical
plane and under action of wind and/or snow.
2. Deflection must be limited to prevent disengagement from the frame and be less than or
equal to 3/4 inch or U175.
B. Thermal and Optical Performance: Provide glass products with performance properties
specified in this Section. Performance properties shall be manufacturer's published data as
determined according to the following procedures:
1. Center of glass U-Value: NFRC 100 methodology using LBNL WINDOW 5.2 computer
program.
2. Center of glass solar heat gain coefficient: NFRC 200 methodology using LBNL-35298
WINDOW 5.2 computer program.
Agreement No. 6038
Lionakis No. 020036 0881 00
November 24, 2020 Glass Glazing
Page 3
3. Solar optical properties: NFRC 300.
1.6 QUALITY ASSURANCE
A. Perform Work in accordance with GANA Glazing Manual, IGMA North American Glazing
Guidelines for Sealed Insulating Glass Units for Commercial and Residential Use, and
GANA Sealant Manual for glazing installation methods.
B. Installer's Qualifications: The installation shall be performed only by an installation firm
normally engaged in this business. All work shall be performed by qualified mechanics that
specialize in glazing and glass installation.
C. Safety glazing shall meet the requirements of 2019 CBC Section 2406 and shall be identified
in accordance with 2019 CBC Sections 2403.1 and 2406.3, with identification etched in glass.
D. Glass installation in frames shall comply with the Minimum Glazing Requirements in CBC
Table 2403.2.1.
1.7 JOB AND ENVIRONMENTAL CONDITIONS
A. Do not install glazing when ambient temperature is less than 40 degrees F.
B. Maintain minimum ambient temperature before, during and 48 hours after installation of
glazing compounds.
1.8 FIELD MEASUREMENTS
A. Verify that field measurements are as indicated on shop Drawings.
1.9 COORDINATION
A. Coordinate Work with glazing frames, wall openings, and adjacent Work.
1.10 WARRANTY
A. Provide five year limited warranty from date of manufacture for insulating units that are
glazed in accordance with manufacturer's glazing instructions.
PART2 PRODUCTS
2.1 GENERAL
A. All glass shall be graded and meet requirements of ASTM C1036 and ASTM C1048,
Type 1, quality q3. Each light of glass delivered and installed shall have affixed thereto the
manufacturer's grade label.
B. All Low-E coated glass shall have a permanent marking affixed at the spacer identifying the
coated surface.
C. Glazing material installed in Hazardous Locations subject to human impact shall be certified
and permanently labeled as meeting applicable requirements referenced in NFPA 80 and
2019 CBC Section 2406.
1. CPSC 16 CFR 1201, Category I and 11.
Agreement No. 6038
0881 00
Glass Glazing
Page 4
2.2 GLASS TYPES
Lionakis No. 020036
November 24, 2020
A. Low-E Insulating Glass:
1. Acceptable Manufacturers:
a. Vitro Architectural Glass. Product: Solarban 70XL (2) Optigray + Clear.
b. Oldcastle Glass.
c. Viracon.
d. Guardian.
e. Substitutions: Under provisions of Division 01.
2. Material: 1 inch thick hermetically sealed assembly consisting of 1/4 inch thick Low-E
tinted glass on the outboard surface (coating on the #2 surface), 1/2 inch air space and
1/4 inch thick clear glass on the inboard surface with a linter Nighttime U-value of 0.28
or less, Solar Heat Gain Coefficient (SHGC) of 0.24 or less, and Visible Light
Transmittance of 47 percent. Glass shall be heat strengthened; tempered where
required by CBC and where indicated on Drawings.
2.3 GLAZING SEALANT
A. Glazing Sealants: ASTM C920, Type S, Grade NS, Uses "G" and "A". Dow Corning 795,
Tremco "Proglaze" or GE Silicone Sealants; Tremco "Mono" acrylic sealant or accepted
equal. All sealants shall be compatible with the type of glazing and window frame to which
they are applied.
2.4 GLAZING ACCESSORIES
A. Setting Blocks: Neoprene EPDM blocks with a Shore A durometer hardness of 85, ±5
percent, chemically compatible with sealant used.
B. Spacer Shims: Neoprene, 50-60 Shore A durometer hardness, minimum 3 inches long by
one half the height of the glazing stop by thickness to suit application.
C. Glazing Tape: 100 percent solids by weight, highly adhesive and elastic, cross -linked butyl
rubber preformed tape with a continuous integral EPDM shim; 57 Shore 00 duromieter
hardness; black color; Tremco POLYshim II Tape or accepted equal.
D. Glazing Splines: Resilient polyvinyl chloride extruded shape to suit glazing channel retaining
slot; black color.
E. Miscellaneous: Furnish all primers -sealers, setting blocks, shims, spacers, compression
seals, etc., as required for a first class workmanlike job.
2.5 FABRICATION
A. Flat Glass:
1. Comply with ASTM C1036 Standard Specification for Flat Glass, Type 1, Class 1 (clear)
or Class 2 (tinted, heat -absorbing and light reducing) and Quality q3.
2. ASTM C1048 Heat Treated Flat Glass, Kind HS or FT, Condition A (uncoated) or C
(other coated glass).
a. Heat Treated Flat Glass to be by horizontal (roller hearth) process with inherent
rollerwave distortion parallel to the bottom edge of the glass as installed.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
0881 00
Glass Glazing
Page 5
b. Maximum peak to valley rollerwave 0.003 inch in the central area and 0.008 inch
within 10.5 inches of the leading and trailing edge.
c. Maximum bow and warp 1/32 inch per lineal foot.
d. All tempered architectural safety glass shall conform to ANSI Z97.1 and CPSC 16
CFR 1201.
e. For all fully tempered glass, provide heat soak testing conforming to EN14179 which
includes a two hour dwell at 290 degrees C, ±10 degrees C.
B. Insulating Glass:
1. Comply with ASTM E2190 Standard Specification for Insulating Glass Unit Performance
and Evaluation.
a. Units shall be certified for compliance by the IGCC in accordance with the above
ASTM test method.
2. The unit overall thickness tolerance shall be -1/16 inch / +1/32 inch.
3. Comply with ASTM E546 Standard Test Method for Frost Point of Sealed Insulating
Glass Units.
4. Comply with ASTM E576 Standard Test Method for Frost Point of Sealed Insulating
Glass Units in the Vertical Position.
5. Sealed Insulating Glass Units to be double sealed with a primary seal of polyisobutylene
and a secondary seal of silicone.
a. The minimum thickness of the secondary seal shall be 1/16 inch.
b. The target width of the primary seal shall be 5/32 inch.
c. There shall be no voids or skips in the primary seal.
d. Up to a maximum of 3/32 inch of the airspacer may be visible above the primary
polyisobutylene sealant.
e. Gaps or skips between primary and secondary sealant are permitted to a maximum
width of 1/16 inch by maximum length of 2 inches with gaps separated by at least 18
inches. Continuous contact between the primary seal and the secondary seal is
desired.
6. Provide a hermetically sealed and dehydrated space. Lites shall be separated by an
aluminum spacer with three bent corners and one keyed -soldered corner or four bent
corners and one straight butyl injected zinc plated steel straight key joint.
C. Coated Vision Glass:
1. Comply with ASTM C1376 Standard for Pyrolytic and Vacuum Deposition Coatings on
Glass.
2. Coated products shall be magnetically sputtered vacuum deposition (MSVD).
3. Edge Deletion: When Low-E coatings are used within an insulating unit, coating shall be
edge deleted to completely seal the coating within the unit.
a. The edge deletion should be uniform in appearance (visually straight) and remove at
least 95 percent of the coating.
Agreement No. 6038
0881 00 Lionakis No. 020036
Glass Glazing November 24, 2020
Page 6
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify prepared openings for adequacy to receive glass.
B. Verify that openings for glazing are correctly sized and within tolerance.
C. Verify that surfaces of glazing channels or recesses are clean, free of obstructions, and
ready to receive glazing.
D. Report in writing any conditions that may be detrimental to the Work.
3.2 PREPARATION
A. Clean contact surfaces with solvent and wipe dry.
B. Seal porous glazing channels or recesses with substrate compatible primer or sealer.
C. Check that glass is free of edge damage or face imperfections.
3.3 INSTALLATION
A. General: Install glazing types at locations indicated on Drawings, according to glazing
manufacturer's recommendations and as specified herein.
B. Glass Glazing:
1. Positioning Glass: Orient pattern and draw of glass pieces in same direction. Set all
sheet glass so that any waves, etc. are horizontal.
2. Do not cut, nip or abrade tempered glass.
3. Watershed: Gunnable sealants, when applied as a cap head, shall form a bevel or
watershed away from the glass. When tape is used to the sightline, it shall form a
watershed when compressed. Do not undercut a sealant, compound, or tape below the
sightline. Tool and finish sealant as required. Used tooling solution recommended by the
sealant manufacturer.
4. Positive Contact:
a. When applying a heel bead, lap onto the glass a minimum of 3/16 inch.
b. When applying a toe bead, whether continuous or a corner seal, make certain it is
large enough to contact both the glass and sash. Install the sealant prior to glass
placement.
5. Setting blocks shall be 1/16 inch less than the full rabbet width, minimum length of 4
inches and high enough to provide the recommended minimum bite and edge clearance
for the glass. Center blocks at 1/4 points unless otherwise recommended by the glass
manufacturer.
6. Provide spacer -shims at a maximum of 24 inches on center.
7. Clearances: Observe minimum face clearances, edge clearance and glass bite as
recommended by the glass and sealant manufacturers.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
0881 00
Glass Glazing
Page 7
B. Tape Installation: Do not install glazing tapes more than one day ahead of glass
placement. Remove the paper backing from the tape only when the lite is ready to be
installed. Do not stretch the tape to make it fit. Do not overlap the ends of the tape.
Instead, butt ends together, and when corners are butted together, daub with sealant to
assure a positive seal.
9. Glazing tapes must be kept under proper compression.
10. Glazing stops shall be installed so that stop or frame does not bear directly against
glass.
3.4 CLEANING
A. Clean work under provisions of Division 01.
B. Remove glazing materials from finish surfaces.
C. Remove temporary labels after work is complete.
D. Clean glass.
3.5 PROTECTION OF FINISHED WORK
A. Protect finished Work under provisions of Division 01.
B. Replacement: At completion of building construction and prior to its acceptance, all broken,
cracked, excessively scratched, or otherwise imperfect glazing materials included under this
Section shall be replaced with new glazing materials of the type specified, as directed by the
Architect, and at no additional cost to the Owner.
END OF SECTION
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
0881 50
View Control Decorative Glazing Film
Page 1
SECTION 08 81 50
VIEW CONTROL DECORATIVE GLAZING FILM
PART1 GENERAL
1.1 SECTION INCLUDES
A. View control and decorative film applied to glass.
1.2 REFERENCES
A. The publications listed below form a part of this Section to the extent referenced. The
publications are referred to in the text by the basic designation only. Refer to Division 01 for
definitions, acronyms, and abbreviations.
B. Standards, manuals, and codes refer to the latest edition of such standards, manuals, and
codes in effect as of the date of issue of this Project Manual, unless indicated otherwise in
CBC Chapter 35 and CFC Chapter 80.
C. Referenced Standards:
1. IWFA — International Window Film Association.
1.3 SUBMITTALS
A. Submit under provisions of Division 01
B. Product Data:
1. Provide for each glazing film type. Provide physical and environmental characteristics,
size limitations, handling, and installation requirements.
C. Samples:
1. Glazing Film, Patterns, and Designs: Submit two samples, 12 inches by 12 inches in size,
illustrating each type of glazing film, pattern, and design for Architect's review and
acceptance.
1.4 QUALITY ASSURANCE
A. Manufacturer Qualifications: Glazing film manufacturer specializing in manufacture of safety
glazing films with minimum ten years successful experience.
B. Installer Qualifications: Documented experience in the application of self-adhesive window
films with at least ten applications of similar size and complexity, and approved by film
manufacturer.
C. Mock -Up: Provide a mock-up for evaluation of surface preparation techniques and application
workmanship.
1. Finish areas designated by Architect.
2. Do not proceed with remaining work until workmanship, color, and sheen are accepted by
Architect.
3. Refinish mock-up area as required to produce acceptable work.
4. Accepted mock-ups shall be comparison standard for remaining Work.
Agreement No. 6038
0881 50 Lionakis No. 020036
View Control Decorative Glazing Film November 24, 2020
Page 2
1.5 JOB AND ENVIRONMENTAL CONDITIONS
A. Do not install glazing film when ambient temperature is less than 40 degrees F.
B. Maintain minimum ambient temperature before, during and 48 hours after installation of
glazing film.
1.6 FIELD MEASUREMENTS
A. Verify that field measurements are as indicated on shop drawings.
1.7 COORDINATION
A. Coordinate Work with glazing frames, wall openings, and adjacent Work.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation.
1.9 WARRANTY
A. Special Warranty for Glazing Films: Manufacturer's standard form in which glazing film
manufacturer agrees to replace film that deteriorate within specified warranty period. Defects
include peeling, cracking, discoloration, and deterioration of film.
1. Warranty Period: Ten years from date of Project Completion.
PART2 PRODUCTS
2.1 MANUFACTURERS AND PRODUCTS
A. Acceptable Manufacturers and Products:
1. 3M Window Film, Saint Paul, MN; 866-499-8857, ,3m,.com/wiridowtilm. Product:
Blackout Film.
2. LLumar Architectural Films and Decorative Films by CPFilms Inc., Martinsville, VA; 276-
627-3000, www.cpfilms.com.
3. Decorative Films by Vista Window Films, St. Louis, MO; 800-345-6088, www.vista-
films.com.
4. Decorative Films by Solar Gard; 866-300-2674, aww.solar ard,com.
B. Substitutions: Under provisions of Division 01.
2.2 VIEW CONTROL DECORATIVE FILM
A. General: Film shall be manufacturedfrom polyethylene terepthalate (polyester) and shall be
finished to achieve the desired performance and aesthetic characteristics. Finished film shall
be self-adhesive and include a coating to reduce the effects of scratching and abrasions that
occur in normal daily activity. Film shall be applied to interior side of glass surfaces.
B. Film shall consist of (listed from outboard surface to inboard surface):
1. Removable release liner.
2. Pressure sensitive adhesive with integral ultraviolet absorbers.
3. Clear, dyed, or printed pattern layer of polyester film.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
4. Layer of metalized or sputtered polyester film.
5. Scratch resistant coating.
PART 3 EXECUTION
3.1 EXAMINATION
0881 50
View Control Decorative Glazing Film
Page 3
A. Verify that existing conditions are adequate for proper application and performance of film.
B. Verify glass is not cracked, chipped, broken, or damaged.
C. Do not begin installation until substrates have been properly prepared.
D. Report in writing any conditions that may be detrimental to Work.
3.2 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the
best result for the substrate under the project conditions.
C. Verify that glass is free of damage or face imperfections.
3.3 INSTALLATION
A. Install in accordance with manufacturer's printed instructions. Installation shall be
accomplished by a recognized professional installer of film for energy control purposes.
Completed work shall meet IWFA visual acceptance standard.
B. Decorative Film Overlay: Apply squarely aligned to glass edges, uniformly smooth, free from
wrinkles and rough edges, in patterns indicated, to the back face of clean glass, unless
otherwise indicated on Drawings.
C. Verify the direction of obscurity for directional films prior to installation.
D. Install without bubbles, ripples, drips, dirt, cuts, tears or gaps between film and frame.
3.4 CLEANING
A. Clean work under provisions of Division 01.
B. Clean installed film per manufacturer's instructions.
C. Clean newly installed film and window frames after installation.
D. Clean up cleaning solutions, run-off cleaning water and adhesive mounting solution.
3.5 PROTECTION OF FINISHED WORK
A. Protect installed products until completion of the project.
B. Where installed film could be damaged by subsequent construction provide tape warning
strips or barricades to prevent contact.
C. Touch-up, repair or replace damaged products before Project Completion.
Agreement No. 6038
0881 50
View Control Decorative Glazing Film
Page 4
Lionakis No. 020036
November 24, 2020
D. At completion of building construction and prior to its acceptance, all cracked, scratched,
damaged, or otherwise imperfect glazing film shall be replaced with new glazing film of the type
specified, as directed by Architect, and at no cost to Owner.
END OF SECTION
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
SECTION 09 30 00
TILING
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Ceramic tile.
B. Setting materials including adhesives and mortar.
C. Tile grout.
D. Sealants.
E. Crack isolation membranes:
F. Accessories.
1.2 REFERENCES
09 30 00
Tiling
Page 1
A. The publications listed below form a part of this Section to the extent referenced. The
publications are referred to in the text by the basic designation only. Refer to Division 01 for
definitions, acronyms, and abbreviations.
B. Standards, manuals, and codes refer to the latest edition of such standards, manuals, and
codes in effect as of the date of issue of this Project Manual, unless indicated otherwise in
CBC Chapter 35 and CFC Chapter 80.
C. Referenced Standards and Manuals:
1. ANSI A108.5
— Installation of Ceramic Tile with Dry -Set Portland Cement Mortar
or Latex -Portland Cement Mortar.
2. ANSI A108.6
— Installation of Ceramic Tile with Chemical Resistant, Water
Cleanable Tile -Setting and Grouting Epoxy.
3. ANSI A108.10
— Installation of Grout in Tilework.
4. ANSI A108.17
— Installation of Crack Isolation Membranes.
5. ANSI A118.3
—Chemical Resistant, Water Cleanable Tile -Setting and Grouting
Epoxy and Water Cleanable Tile Setting Epoxy Adhesive.
6. ANSI A118.4
— Latex -Portland Cement Mortar.
7. ANSI A118.12
—American National Standard Specifications for Crack Isolation
Membranes for Thin -Set Ceramic Tile and Dimension Stone
Installation.
8. ANSI A137.1
— Ceramic Tile.
9. ASTM C373
— Standard Test Method for Water Absorption, Bulk Density,
Apparent Porosity, and Apparent Specific Gravity of Fired
Whiteware Products.
10. ASTM C648
— Standard Test Method for Breaking Strength of Ceramic Tile.
11. ASTM C920
— Standard Specification for Elastomeric Joint Sealants.
Agreement No. 6038
09 30 00 Lionakis No. 020036
Tiling November 24, 2020
Page 2
12. ASTM C1027 — Standard Test Method for Determining Visible Abrasion
Resistance of Glazed Ceramic Tile.
13. MIA Design Manual.
14. TCNA Handbook for Ceramic, Glass, and Stone Tile Installation by Tile Council of North
America, Inc.
1.3 SUBMITTALS
A. General: Submit in accordance with Division 01.
B. Submit product data indicating material specifications and characteristics.
C. Submit instructions for installing membranes, adhesives, and grouts.
D. Samples: Submit two samples of each type and color of ceramic tile and trim.
E. Closeout Submittals: Cleaning and maintenance data.
1.4 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer Qualifications: Firm specializing in manufacturing products specified in this
Section with a minimum ten years' experience.
2. Installer Qualifications: Firm specializing in installing work specified in this Section
acceptable to manufacturer with experience on at least five projects of similar nature in
past three years.
B. Perform work in accordance with TCNA Handbook for Ceramic Tile Installation and ANSI
A108 Series. Provide a copy of TCNA Handbook for Ceramic Tile Installation and ANSI
A108 Series at the job site.
C. Pre -Installation Meetings:
1. Conduct pre -installation meeting in accordance with Division 01.
2. Convene pre -installation meeting prior to commencing work of this Section.
3. Coordinate work in this Section with work in related Sections.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Comply with requirements of Division 01.
B. Deliver products in manufacturer's original containers, dry and undamaged, with seals and
labels intact.
C. Storage and Protection: Store materials in a dry secure place. Protect from weather, surface
contaminants, corrosion, construction traffic, and other potential damage. Protect adhesives
from freezing or overheating in accordance with manufacturer's instructions.
1.6 ENVIRONMENTAL REQUIREMENTS
A. Perform ceramic tile work when the ambient temperature is at least 50 degrees F and rising.
Maintain temperature above 50 degrees F while the work is being performed for at least
seven days after completion of the work.
Agreement No. 6038
Lionakis No. 020036 09 30 00
November 24, 2020 Tiling
Page 3
B. Do not install adhesives in a closed, unventilated environment.
1.7 WARRANTY
A. Comply with provisions of Division 01.
B. Provide manufacturer's standard performance warranties that extend beyond a one-year
period.
1.8 MAINTENANCE
A. Extra Materials: Provide five percent extra of the total square footage of each type and color
of tile installed. Comply with provisions of Division 01.
B. Operation and Maintenance Data: Submit cleaning and maintenance data in accordance with
Division 01.
PART2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturers - Tile:
1. Daltile Corp., Dallas, TX; (800) 933-8453, www.daltile.com.
2. United States Ceramic Tile Co., East Sparta, OH; (330) 866-5531, www.usctco.com.
3. American Olean Tile Co., Dallas, TX; (888) 268-8453, www.aotile.com.
4. Crossville Inc., Crossville, TN; (931) 484-2110, .crossyilleitic.com.
5. Interceramic, Garland, TX; (800) 688-5671, ,interceramic.com.
6. Emser Tile, Los Angeles, CA; (323) 650-2000, www.emser.com.
B. Acceptable Manufacturers - Setting Materials:
1. Custom Building Products, Seal Beach, CA; (209) 518-1153,
www,custoimbuildin roducts.com.
2. Laticrete International, Inc., Bethany, CT; (800) 243-4788, .laticrete.corn.
3. Mapei Corp., Deerfield Beach, FL; (800) 426-2734, www.mapei.com.
C. Acceptable Manufacturers - Grout:
1. Custom Building Products.
2. Laticrete International, Inc.
3. Mapei Corp.
D. Acceptable Manufacturers - Sealants:
1. Custom Building Products.
2. Laticrete International, Inc.
3. Mapei Corp.
4. Color Caulk, Inc.
Agreement No. 6038
09 30 00 Lionakis No. 020036
Tiling November 24, 2020
Page 4
E. Acceptable Manufacturers - Crack Isolation Membranes:
1. Custom Building Products.
2. Laticrete International, Inc.
3. Mapei Corp.
F. Acceptable Manufacturers - Accessories:
1. Schluter -Systems L.P., Plattsburgh, NY; (800) 472-4588, www.schluter.com.
2. Custom Building Products, Seal Beach, CA; (209) 518-1153,
www.custom L ildin roducts.com.
G. Single Source Responsibility: Provide setting, grouting, membrane, and sealant materials
from a single manufacturer to ensure system compatibility and quality, and to comply with
manufacturer's warranty requirements.
H. Substitutions: Under provisions of Division 01.
2.2 CERAMIC TILE
A. General: ANSI A137.1, Standard Grade. Packaging shall be grade sealed. Seals shall be
marked to correspond with the marks on the signed master grade certificate.
B. Properties:
1. Impact resistant with a minimum breaking strength of 250 pounds for floor tiles in
accordance with ASTM C648.
2. Water absorption shall be 0.50 percent maximum in accordance with ASTM C373.
3. Tile flooring shall be stable, firm, and slip resistant per CBC Section 11 B-302.1. Floor
tiles shall have a minimum dynamic coefficient of friction of 0.42 wet in accordance with
the DCOF AcuTest.
4. Floor tiles shall be minimum Class IV — Heavy Traffic durability when tested in
accordance with ASTM C1027 for abrasion resistance as related to foot traffic.
C. Products:
1. Ceramic Floor Tiles: Daltile Corp., Industrial Park Series.
a. Nominal Size: 12 inches by 24 inches.
b. Thickness: 3/8 inch.
c. Surface Finish: Slip -resistant.
d. Color: As indicated on Drawings.
D. Special Shapes (trimmers, angles, bases, caps, stops, and returns): Same nominal size as
field tile; rounded concave and convex surfaces; same properties as field tile (moisture
absorption, surface finish, and color). Provide radius at all outside vertical and horizontal
corner tile.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
2.3 SETTING MATERIALS
09 30 00
Tiling
Page 5
A. Latex Portland Cement Mortar for Large Format Tile: Prepackaged, one -part, high
performance, latex polymer modified dry -set, thin -set mortar. Meets or exceeds ANSI
A118.4.
1. Products:
a. Custom Building Products ProLite Tile & Stone Mortar.
b. Laticrete 4-XLT.
c. Mapei Ultraflex LFT.
d. Or accepted equal.
2.4 GROUTING MATERIALS
A. Epoxy Grout: 100 percent solids epoxy grout; stainless, non -sagging, water cleanable;
conforming to ANSI A118.3.
1. Products:
a. Custom Building Products CEGLite Commercial Epoxy Grout.
b. Laticrete Spectralock Pro Premium.
c. Mapei Kerapoxy CQ.
d. Or accepted equal.
2. Colors as selected by Architect.
2.5 SEALANTS
A. Latex siliconized sealant, non -sanded, in conformance with ASTM C920, Type S, Grade NS,
Class 25, Uses NT, M and G, with a VOC content of 250 g/L or less when calculated
according to 40 CFR 59, Subpart D (EPA Method 24). Color to match grout color.
1. Products:
a. Custom Building Products 100 percent Silicone Commercial Caulk.
b. Laticrete Latasil.
c. Mapei Keracaulk.
d. Color Caulk, Inc. Latex Siliconized Sealant.
e. Or accepted equal.
2.6 MEMBRANES
A. Crack Isolation Membrane: Trowel applied or self -adhering sheet membrane; load bearing;
bonded; conforming to ANSI Al 18.12.
1. Products:
a. Custom Building Products Fracture Free.
b. Laticrete Blue 92.
c. Mapei Mapelastic 2, Crack Isolation Membrane, flexible thin, 40-mil lightweight, load -
bearing, fabric -reinforced "peel -and -stick" crack -isolation membrane.
d. Or accepted equal.
Agreement No. 6038
09 30 00
Tiling
Page 6
2.7 ACCESSORIES
Lionakis No. 020036
November 24, 2020
A. Expansion Joints: DILEX-AKWS surface joint profile with aluminum anchoring legs and 1/4
inch wide PVC movement zone manufactured by Schluter -Systems L.P., Custom Building
Products, or accepted equal. PVC color as selected by Architect from manufacturer's full
range of standard colors.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine job site conditions and verify field dimensions. Verify substrate is plumb, level, true
to line and square.
B. Substrate surface conditions shall conform to the requirements of ANSI A108 for the type of
substrate specified and for workmanship.
C. Maximum surface variation of substrate shall not exceed maximum limits as specified in
ecific TCNA Methods or as follows, whichever is more striagent.
Type Walls Floors
Latex Portland Cement Not applicable 1/8 inch in 10 feet
Mortar
D. Tile work shall not be started until roughing in for mechanical and electrical work has been
completed and tested.
E. Report unacceptable conditions to Architect. Begin installation only when unacceptable
conditions have been corrected.
3.2 INSTALLATION
A. General:
1. Install in accordance with TCNA Handbook for Ceramic Tile Installation and ANSI A108.
2. Do not interrupt tile pattern through openings.
3. Cut and fit tile tight to penetrations through tile. Form corners and bases neatly.
4. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make
joints watertight, without voids, cracks, excess mortar or excess grout.
5. Provide grout joint spacing in accordance with tile manufacturer's recommendations.
6. Install movement joints where indicated on Drawings and as specified in this Section.
7. Install accessories per manufacturer's recommendations and as detailed on Drawings.
8. Sound tile after setting. Replace hollow sounding units.
9. Allow tile to set prior to grouting: Minimum of 48 hours for thin -set methods.
R Inctn1intinn MPthnrtc — Interior Floors:
Method Substrate/Application Setting Material
TCNA Method F125 On- or above -ground concrete; Latex Portland cement
Full; ANSI A108.5, crack isolation membrane; thin mortar.
A108.6, and Al08.17. set application; epoxy grout.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
3.3 JOINTS
09 30 00
Tiling
Page 7
A. Joint Widths at Floors: Install tile on floors in the joint widths recommended by the tile
manufacturer.
B. Expansion Joints:
1. Provide expansion joints at locations shown on the Drawings or where Drawings do not
indicate location, provide in the following locations as a minimum requirement:
a. Provide and install expansion joints per TCNA EJ171.
b. At control joints and expansion joints in substrate material,
c. Where substrate material changes to separate different materials,
d. Over construction joints,
e. Where tile abuts restraining surfaces, such as perimeter walls, curbs, and columns
and at intervals of 24 to 36 feet each way in interior floor areas.
3.4 INSTALLATION - GROUT
A. Epoxy Grout: Install in accordance with manufacturer's printed instructions and ANSI A108.6.
1. Before grouting, ensure all tiles are firmly in place. Clean tile surfaces; remove paper
and glue from face of mounted tiles. Remove spacers, strings, ropes, and pegs.
2. Clean open tile joints. Remove excess setting materials present in the open grout joints.
3. Mix grout in accordance with manufacturer's instructions.
4. Apply grout firmly into open joints using a hard rubber float.
5. Remove all excess epoxy grout from the tile surface with a rubber squeegee or rubber
trowel before it loses plasticity and begins to set.
6. Immediately perform final clean up in accordance with manufacturer's instructions.
3.5 CLEANING AND PROTECTING
A. Clean as recommended by manufacturer. Do not use materials or methods which may
damage finish surface or surrounding construction.
B. Provide protective covering as recommended by tile manufacturer and as required to ensure
installed tile finish will not be damaged by work of other trades. Protect installed tile finish
surfaces from damage until Project Completion.
END OF SECTION
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
SECTION 09 91 00
PAINTING
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Surface preparation.
0991 00
Painting
Page 1
B. Painting schedules, including painting of exposed surfaces, interior and exterior, except as
otherwise specified or indicated.
1.2 REFERENCES
A. The publications listed below form a part of this Section to the extent referenced. The
publications are referred to in the text by the basic designation only. Refer to Division 01 for
definitions, acronyms, and abbreviations.
B. Standards, manuals, and codes refer to the latest edition of such standards, manuals, and
codes in effect as of the date of issue of this Project Manual, unless indicated otherwise in
CBC Chapter 35 and CFC Chapter 80.
C. Referenced Standards, Manuals and Codes:
1. ASTM D523 — Standard Test Method for Specular Gloss.
2. The Master Painters Institute, MPI Gloss and Sheen Levels.
3. The Master Painters Institute, MPI Maintenance Repainting Manual.
1.3 SUBMITTALS
A. Submit product data under provisions of Division 01.
B. Provide product data on all painting products and accessories.
C. Submit four brush -out samples 8 inches by 10 inches in size illustrating color selected for each
surface finishing product scheduled.
D. During the Contract Closeout period, provide two copies of coating maintenance manual
including, but not limited to, location of manufacturer's paint store closest to the project site,
area summary with finish schedule, area detail designating where each product, color, and
finish was used, product data sheets and material safety data sheets for each product used,
color formulations for each color used, cleaning instructions, touch-up procedures, and color
samples of each color and finish used.
1.4 QUALITY ASSURANCE
A. Product Manufacturer: Company specializing in manufacturing quality paint and finish
products with sufficient documented experience.
B. Applicator: Company specializing in commercial painting and finishing with sufficient
documented experience.
Agreement No. 6038
0991 00
Painting
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Lionakis No. 020036
November 24, 2020
C. Gloss Levels: Per Master Painters Institute (MPI) gloss standards "MPI Gloss and Sheen
Levels," measured in accordance with ASTM D523.
GLOSS AT 60 SHEEN AT 85
GLOSS DESCRIPTION DEGREES DEGREES
LEVEL ASTM D523 ASTM D523
G 1 A traditional matte finish — flat.
D. Previously Painted Surfaces Requiring Repainting: Surface preparation, priming, and paint
application shall conform to applicable requirements of MPI Maintenance Repainting Manual.
1.5 REGULATORY REQUIREMENTS
A. Conform to California Building Code for flame spread and smoke density requirements for
finishes.
B. Furnish certification that all paint coatings furnished for the location of the project comply with
the EPA clean air act for permissible levels of volatile organic content for architectural coatings
applied in California as designated by California Air Resources Board (CARB).
1.6 DELIVERY, STORAGE AND HANDLING
A. Deliver products to site in manufacturer's original unopened, labeled containers; inspect to
verify acceptance.
B. Store and protect products from abuse and contamination.
C. Container labeling is to include manufacturer's name, type of paint, brand name, brand code,
coverage, surface preparation, drying time, cleanup, color designation and instructions for
mixing and reducing.
D. Store paint materials at minimum ambient temperature of 50 degrees F and a maximum of 90
degrees F, in well -ventilated area, unless required otherwise by manufacturer's instructions.
E. Take precautionary measures to prevent fire hazards and spontaneous combustion.
1.7 ENVIRONMENTAL REQUIREMENTS
A. Provide continuous ventilation and heating facilities to maintain surface and ambient
temperatures above 50 degrees F for 24 hours before, during and 48 hours after application
of finishes, unless required otherwise by manufacturer's instructions.
B. Do not apply exterior coatings during rain or snow, or when relative humidity is above fifty
percent, unless required otherwise by manufacturer's instructions.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
0991 00
Painting
Page 3
C. Minimum Application Temperatures for Paints: 50 degrees F for interior work and exterior
work, unless required otherwise by manufacturer's instructions.
D. Provide lighting level of 80 foot candles measured mid -height at substrate surface.
1.8 EXTRA STOCK
A. Provide a new and unopened one -gallon container of each type, color, and sheen to Owner.
B. Label each container with color, in addition to the manufacturer's label.
PART 2 PRODUCTS
2.1 PAINT SYSTEMS, GENERAL
A. Material Compatibility:
1. Provide materials for use within each paint system that are compatible with one another
and substrates indicated, under conditions of service and application as demonstrated by
manufacturer, based on testing and field experience.
2. For each coat in a paint system, provide products recommended in writing by
manufacturers of topcoat for use in paint system and on substrate indicated.
2.2 SUSTAINABLE DESIGN REQUIREMENTS
A. VOC Content of Field -Applied Paints and Coatings: Provide products that comply with the
SCAQMD rule 1113 limits for VOC content.
2.3 ACCEPTABLE MANUFACTURERS — PAINT
A. Refer to Table at the end of this Section.
B. Substitutions: Under provisions of Division 01.
2.4 ACCEPTABLE MANUFACTURERS — PRIMER SEALERS
A. Refer to Table at the end of this Section.
B. Substitutions: Under provisions of Division 01.
2.5 MATERIALS
A. All paint materials shall be provided from a single manufacturer unless noted otherwise in this
Section.
B. Coatings:
1. Ready mixed. Process pigments to a soft paste consistency capable of being readily and
uniformly dispersed to a homogeneous coating.
2. Good flow and brushing properties; capable of drying or curing free of streaks or sags.
C. All field -applied interior paints shall use zero VOC colorants.
D. Accessory Materials: All other materials not specifically indicated but required to achieve the
finishes specified, of commercial quality.
Agreement No. 6038
0991 00 Lionakis No. 020036
Painting November 24, 2020
Page 4
2.6 FINISHES
A. Refer to schedule at end of Section for surface finish schedule.
B. Colors:
1. Interior: Match existing colors.
2. Exterior: As indicated on Drawings; if not indicated, as selected by Architect.
PART 3 EXECUTION
3.1 INSPECTION
A. Verify that surfaces are ready to receive work as instructed by the product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of work. Report any
condition that may potentially affect proper application.
C. Measure moisture content of surfaces using an electronic moisture meter. Do not apply
finishes unless moisture content of surfaces are below the following maximums:
1. Gypsum Wallboard: 18 percent.
2. Exterior Concrete: 10 percent.
3. Exterior Located Wood: 7 percent.
D. Beginning of application constitutes acceptance of existing surfaces.
3.2 PREPARATION
A. Remove electrical plates, hardware, light fixture trim, and fittings prior to preparing surfaces
for painting.
B. Correct minor defects and clean surfaces that affect work of this Section.
C. Seal marks that may bleed through surface finishes.
D. Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium phosphate and
bleach. Rinse with clean water and allow surface to dry.
E. Gypsum Board Surfaces: Latex fill minor defects. Spot -prime defects after repair.
F. Galvanized Surfaces: Remove passivators, oil, grease, acid residue, and surface
contamination; wash with solvent. Apply coat of etching primer, unless otherwise
recommended by finish coating system manufacturer.
G. Shop -Primed Steel Surfaces: Sand and scrape to remove loose primer and rust. Feather
edges to make touch-up patches inconspicuous. Clean surfaces as recommended by primer
manufacturer. Prime shop -primed steel items with steel primers specified in this Section.
H. Wood Items Scheduled to Receive Finish: Hand sandpaper and wipe off dust and grit prior to
priming. Seal knots, pitch streaks and sappy sections with sealer. Fill nail holes and cracks
after primer has dried; sand between coats.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
0991 00
Painting
Page 5
I. Previously Painted Surfaces: Existing conditions vary. Evaluate degree of surface
degradation. Surface preparation methods shall conform to applicable requirements of MPI
Maintenance Repainting Manual.
3.3 PROTECTION
A. Protect elements surrounding the work of this Section from damage or disfiguration.
B. Repair damage to other surfaces caused by work of this Section.
C. Furnish drop cloths, shields and protective methods to prevent spray or droppings from
disfiguring other surfaces.
D. Remove empty paint containers from site.
3.4 APPLICATION
A. Apply products in accordance with manufacturer's instructions.
1. Paint mil thicknesses shall not be less than the minimums recommended by the paint
manufacturers.
B. Do not apply finishes to surfaces that are not dry.
C. Apply each coat to uniform finish.
D. Apply each coat of paint slightly darker than preceding coat unless otherwise approved.
E. Sand lightly between coats to achieve required finish.
F. Allow applied coat to dry before next coat is applied.
G. Previously Painted Surfaces: Priming shall conform to applicable requirements of MPI
Maintenance Repainting Manual.
3.5 CLEANING
A. As Work proceeds, promptly remove paint where spilled, splashed, or spattered.
B. During progress of Work, maintain premises free of unnecessary accumulation of tools,
equipment, surplus materials and debris.
C. Collect cotton waste, cloths, and material which may constitute a fire hazard, place in closed
metal containers and remove from site daily.
3.6 PAINTING SCHEDULE — EXTERIOR SURFACES: Descriptions in schedule apply to new and
previously painted surfaces, except surface preparation and priming of previously painted
surfaces shall be in accordance with applicable requirements of MPI Maintenance Repainting
Manual.
A. Existing Aluminum Storefront and Doors to be Repainted:
1. Surface Preparation — SSPC-SP2/SP3 Hand and Power Tool Cleaning.
2. 1st coat— Tnemec Series V115 Uni-Bond DF Primer at 2.0 mils to 4.0 mils DFT.
3. 2nd coat— Tnemec Series V115 Uni-Bond DF Primer at 2.0 mils to 4.0 mils DFT
4. 3rd coat — Tnemec Series 1072V Fluoronar at 2.0 mils to 3.0 mils DFT
Agreement No. 6038
0991 00
Painting
Page 6
Lionakis No. 020036
November 24, 2020
B. Ferrous Metal:
1. 1st coat —Acrylic Flat Primer
2. 2nd and 3rd coats — 100 percent Acrylic Low Sheen
C. Ferrous Metal:
1. 1st coat —Acrylic Flat Primer
2. 2nd and 3rd coats — 100 percent Acrylic Semi -Gloss
D. Galvanized Metal (Handrail and Guardrail Assemblies only):
1. 1 st coat —Etch Prep
2. 2nd coat — Epoxy Flat Primer
3. 3rd and 4th coats — High Dispersion Pure Acrylic Polymer Semi -Gloss
E. Galvanized Metal and Aluminum (Except Handrail and Guardrail Assemblies):
1. 1 st coat — Etch Prep
2. 2nd coat —Acrylic Flat Primer
3. 3rd and 4th coats — 100 percent Acrylic Low Sheen
F. Galvanized Metal and Aluminum (Except Handrail and Guardrail Assemblies):
1. 1 st coat — Etch Prep
2. 2nd coat — Acrylic Flat Primer
3. 3rd and 4th coats — 100 percent Acrylic Semi -Gloss
G. Exposed Concrete:
1. 1st coat —Acrylic Flat Primer
2. 2nd and 3rd coats — 100 percent Acrylic Elastomeric Flat
I
11111110 •..
1. 1st coat —Acrylic Flat Primer
2. 2nd and 3rd coats — 100 percent Acrylic Satin
I. Wood:
1. 1st coat —Acrylic Flat Primer
2. 2nd and 3rd coats— 100 percent Acrylic Semi -Gloss
3.7 PAINTING SCHEDULE — INTERIOR SURFACES: Descriptions in schedule apply to new and
previously painted surfaces, except surface preparation and priming of previously painted
surfaces shall be in accordance with applicable requirements of MPI maintenance repainting
manual.
A. Gypsum Board:
1. 1st coat— PVA Flat Primer Sealer
2. 2nd and 3rd coats — Acrylic Semi -Gloss Enamel
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
B. Gypsum Board:
1. 1st coat— PVA Flat Primer Sealer
2. 2nd and 3rd coats —Acrylic Eggshell Enamel
0991 00
Painting
Page 7
MANUFACTURMR
APPLICATION TYPE MPI
Dunn PPG Paints Sherwin Williams Kelly Moore/Devoe
Benjamin
Gloss
Edwards/US
Moore
Level
Coatings
PRIMERS
Exterior Ferrous Metal
Acrylic
G1
BRPR00-1
4020
B66W01310
5725
HPO4
Exterior Galvanized Metal and Aluminum (Except
Acrylic
G1
ULGM00
4020
B66WO1310
5725
HPO4
Handrail and Guardrail Assemblies)
Exterior Galvanized Metal (Handrail and
Epoxy
G1
ULGM00
98-46
B58 646-100
PPG 98-46
Corotech
Guardrail Assemblies Only)
V155
Exterior Wood
Acrylic
G1
EZPR00
6001
B42W8041
255
027
Exterior Concrete
Acrylic
G1
ESPR00
6001
LX02WU050
247
608
Zero VOC Interior Gypsum Board
Acrylic
G1
VNSL00
9-900
B28 2600
971/973
N53
Interior Gypsum Board
PVA
G1
VNSL00
1030
B28 2600
971
N534
FINISHES`
Exterior Ferrous Metal and Galvanized Metal,
loo percent
G2
EVSH40-2
2402V
A75W51 Solo
1245
447
Aluminum, and Wood (Except Handrail and
Acrylic
Guardrail Assemblies).
ExteriorFerrous Metal and Galvanized Metal,
100 percent
G5
SSHL50
2406V
A76W51 Solo
1250
448
Aluminum, and Wood (Except Handrail and
Acrylic
Guardrail Assemblies
Exterior Galvanized Metal (Handrail and
High
G5
ASHL50
4216
B66W0600
2888 Dura Poxy
Corotech
Guardrail Assemblies Only)
Dispersion
HP
V500
Pure Acrylic,
Exterior Concrete
Acrylic
G1
EDLX10
2260
A5W451
1128
359
Elastomeric
Exterior Wood
100 percent
G4
SSHL40
2402V
A-89-110011
1247
455
Acrylic
Zero VOC Interior Gypsum Eard
100 percent
G3
SWLL30
9-300
B09WO1051
1610
537
Acrylic
Zero VOC Interior Gypsum Board
100 percent
G5
SWLL50
9-500
B10W01051
1650
539
Ac lic
Interior Gypsum Board
100 percent
G3
SWLL30
1402N
B2dW01960
1610
537
Acrylic
Interior Gypsum Board
100 percent
G5
SWLL50
6-8510
A76W53 Solo
1650
539
Acrylic
MISCELLANEOUS
Exterior Heavy Duty Cleaner
Water -Based
N/A
Krud Kutter 88 Devprep 88 Corotech
Gloss -Off V600
Exterior Galvanized Metal Etch Prep,
N/A
N/A
Krud Kutter Metal Clean and Etch, Dissco Eco-Prime 100, or Jasco Prep & Prime
END OF SECTION
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
SECTION 10 14 00
SIGNAGE
PART1 GENERAL
1.1 SECTION INCLUDES
A. Exterior Signages:
1. Accessibility Signage.
1.2 RELATED SECTIONS
A. Section 08 41 13 — Aluminum -Framed Entrances and Storefronts.
B. Section 08 81 00 — Glass Glazing.
1.3 REFERENCES
101400
Signage
Page 1
A. The publications listed below form a part of this Section to the extent referenced. The
publications are referred to in the text by the basic designation only. Refer to Division 01 for
definitions, acronyms, and abbreviations.
B. Standards, manuals, and codes refer to the latest edition of such standards, manuals, and
codes in effect as of the date of issue of this Project Manual, unless indicated otherwise in
CBC Chapter 35 and CFC Chapter 80.
C. Referenced Standards:
1. ADA —Americans with Disabilities Act - 2010 Standards for Accessible
Design.
2. ASTM E84 —Standard Test Method for Surface Burning Characteristics of
Building Materials.
3. 2019 California Building Code (CBC).
4. UL Building Materials Directory.
1.4 SUBMITTALS
A. General: Submit in accordance with Division 01.
B. Product Data: Submit manufacturer's descriptive literature and product specification for each
product.
C. Samples: Submit sign colors, finishes, designs, and sizes as specified in this Section and as
shown on the Drawings for review.
1.5 QUALITY ASSURANCE
A. Manufacturer Qualifications: Firm specializing in manufacturing products specified in this
Section with a minimum five years' experience.
Agreement No. 6038
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Signage
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Lionakis No. 020036
November 24, 2020
B. Regulatory Requirements:
1. Accessibility Signage, General: Provide signage in accordance with California Code of
Regulations, Title 24, Part 2, Chapter 11 B, Sections 11 B-216 and 11 B-703, 2019
California Building Code.
a. Finish, Color, and Contrast: Characters, pictograms, symbols and their backgrounds
shall have a non -glare finish. Characters shall contrast with their background with
either light characters on a dark background or dark characters on a light
background.
b. Pictograms: Comply with CBC Section 11 B-703.6.
1) Pictogram Field: Pictograms shall have a field height of six inches minimum.
c. Symbols of Accessibility: Symbols of accessibility shall comply with CBC Section
11 B-703.7.
2. Accessibility Signage:
a. Accessible Signage: CBC Chapter 11 B, "Accessibility to Public Buildings, Public
Accommodations, Commercial Buildings and Public Housing."
1) Detailed Requirements for Accessible Signage: CBC Chapter 11 B, Division 7,
Section 11 B-703, "Signs".
a) Sign Mounting Heights and Locations: CBC Sections 11 B-703.4, 11 B-
703.5.6, and 11 B-703.7.2.6.
b) Symbols of Accessibility: CBC Section 11 B-703.7, "Symbols of Accessibility".
c) International Symbol of Accessibility: CBC Section 11 B-703.7.2.1,
"International Symbol of Accessibility".
d) Entrance Signs: CBC Section 11 B-216.6, "Entrances".
b. Field Inspection: Signs and identification shall be field inspected after installation and
approved by the enforcing agency, in accordance with CBC Section 11 B-703.1.1,
"Plan Review and Inspection".
C. Coordinate work in this Section with work in related Sections.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Comply with requirements of Division 01.
B. Deliver products in manufacturer's original containers, dry and undamaged, with seals and
labels intact.
C. Storage and Protection: Store materials in a dry secure place. Protect from weather, surface
contaminants, corrosion, construction traffic, and other potential damage.
PART2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturers:
1. WeidnerCA, Sacramento, CA; phone: 916-452-8000, URL: .weidnerca.com.
2. ASI-Modulex, Dallas, TX; phone: 800-274-7732, URL: www.asisign.com.
3. In Pro Corporation, Muskego, WI; phone: 800-222-5556, URL: www.inprocorp.com.
Agreement No. 6038
Lionakis No. 020036 10 14 00
November 24, 2020 Signage
Page 3
4. Mohawk Sign Systems, Inc., Schenectady, NY; phone: 518-842-5303, URL:
www.mohawksign.com.
5. APCO, Atlanta, GA; phone: 404-688-9000, URL: www.apcosians.com.
6. Diverse ID, Tampa, FL; phone: 877-446-2374, URL: www.diverseid.corn.
B. Substitutions: Under provisions of Division 01.
2.2 MATERIALS
A. Acrylic Plastic: Non -glare finish acrylic with integral color as manufactured by Romark,
Rohm and Haas, CYRO Industries Acrylite FF, or accepted equal. Thickness shall be 1/8
inch minimum, unless noted otherwise. Colors as selected by Architect from manufacturer's
full range of colors.
B. Silk Screen Ink: Nazdar 9700 Series All Purpose Screen Ink as manufactured by Nazdar Ink
Technologies or accepted equal. Colors as selected by Architect.
2.3 EXTERIOR SIGNAGE
A. Accessible Signage: Provide the following signages in accordance with 2010 ADA
Standards for Accessible Design and 2019 CBC where indicated on the Drawings.
1. Building Entrance: Provide a 6-inch square International Symbol of Accessibility plaque
for public entrances where indicated on the Drawings.
a. Minimum 1/8 inch thick, non -glare finish acrylic with integral color and inlaid copy.
2.4 FABRICATION
A. Acrylic signs shall have inlaid acrylic copy/characters and Braille symbols as described in
this Section.
B. Exposed work surfaces shall have a smooth finish.
PART 3 EXECUTION
3.1 INSTALLATION
A. Install signs level and plumb.
B. Exterior Accessible Building Entrance Signs:
1. Glass Mounted Signs: Apply acrylic sign to exterior glass surfaces using double faced
adhesive foam tape strips. Install same size, thickness, and color acrylic blank backer on
opposite side of exterior sign using double faced adhesive foam tape strips.
3.2 ADJUST AND CLEAN
A. Clean and Touch-up: Remove all packing and protection blemishes and thoroughly clean
and polish all finish surfaces. Restore any marred or abraded surfaces to their original
condition by touching up in accordance with the manufacturer's recommendations. Touch-up
shall not be obvious.
B. Defective Work: Remove and replace all defective work that cannot be properly repaired,
cleaned or touched -up, as directed by the Architect, with no additional cost to the Owner.
Agreement No. 6038
10 14 00
Signage
Page 4
Lionakis No. 020036
November 24, 2020
C. Protect installed work during the construction period to prevent abuse and damage„
3.3 CLEAN-UP
A. Upon completion of the work of this Section, remove all surplus materials, rubbish and
debris from the premises.
END OF SECTION
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
SECTION 12 24 13
ROLLER WINDOW SHADES
PART1 GENERAL
1.1 SECTION INCLUDES
A. Manually Operated Roller Window Shades.
B. Shade Fabric.
1.2 REFERENCES
12 24 13
Roller Window Shades
Page 1
A. The publications listed below form a part of this Section to the extent referenced. The
publications are referred to in the text by the basic designation only. Refer to Division 01 for
definitions, acronyms, and abbreviations.
B. Standards, manuals, and codes refer to the latest edition of such standards, manuals, and
codes in effect as of the date of issue of this Project Manual, unless indicated otherwise in
CBC Chapter 35 and CFC Chapter 80.
C. Referenced Standards:
1. ASTM G21 — Standard Practice for Determining Resistance of Synthetic Polymeric
Materials to Fungi.
2. NFPA 701 —Standard Methods of Fire Tests for Flame Propogation of Textiles and
Films.
3. NFPA 703 — Standard for Fire -Retardant Treated Wood and Fire -Retardant Coatings
for Building Materials.
1.3 SUBMITTALS
A. General: Submit in accordance with Division 01,
B. Product Data: Submit manufacturer's descriptive literature and product specification for each
product.
1. Preparation instructions and recommendations.
2. Styles, material descriptions, dimensions of individual components, profiles, features,
finishes, and operating instructions.
3. Storage and handling requirements and recommendations.
C. Shop Drawings:
1. Provide plans, elevations, sections, product details, installation details, operational
clearances, and relationship to adjacent work.
2. Provide window treatment schedule for all roller shades. Use same room designations
as indicated on Drawings and include opening sizes and key to typical mounting details.
D. Samples:
1. Submit complete roller shade assembly showing component parts.
2. Selection of metal component finishes.
Agreement No. 6038
12 24 13 Lionakis No. 020036
Roller Window Shades November 24, 2020
Page 2
3. Selection of shade fabric colors, weaves, and types.
E. Manufacturer's Operation and Maintenance Instructions: Methods for maintaining roller
shades, precautions regarding cleaning materials and methods, and instructions for
operating hardware and controls.
1.4 QUALITY ASSURANCE
A. Qualifications
1. Manufacturer Qualifications: Obtain roller shades through one source from a single
manufacturer with a minimum of ten years' experience in manufacturing products
comparable to those specified in this Section.
2. Supplier Qualifications: The manufacturer or its subsidiary or licensed agent approved to
supply products of this Section and honor any claims against the product presented in
accordance with the warranty.
3. Installer Qualifications: Firm specializing in installing work specified in this Section
acceptable to manufacturer with documented experience on at least five projects of
similar nature in past three years.
B. Fabric Anti -Microbial Characteristics: No Growth per ASTM G21 results for fungi ATCC 9642,
ATCC 9644, and ATCC 9645.
C. Field Samples: Provide large size sample of selected fabric for final verification of color,
weave, and density.
D. Pre -Installation Meetings:
Conduct pre -installation meeting in accordance with provisions of Division 01.
2. Convene pre -installation meeting one week prior to commencing work of this Section.
3. Coordinate work in this Section with work in related Sections.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Comply with requirements of Division 01.
B. Deliver products when all concrete, masonry, plaster, painting, and other wet work has been
completed and dried.
C. Deliver products in manufacturer's original containers, dry and undamaged, with seals and
labels intact.
D. Deliver shades in factory -labeled packages, marked with manufacturer and product name,
fire -test -response characteristics, and location of installation using same room designations
indicated on Drawings.
E. Store materials in a dry secure place. Protect from weather, surface contaminants,
corrosion, construction traffic, and other potential damage.
1.6 PROJECT CONDITIONS
A. Maintain ambient temperature between 60 degrees F and 85 degrees F and relative
humidity between twenty percent and fifty percent 24 hours before installation and maintain
until Owner's final acceptance.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
12 24 13
Roller Window Shades
Page 3
B. Condition products at designated work areas 24 hours before installation..
1.7 WARRANTY
A. Comply with provisions of Division 01.
B. Warrant installed units to be free from defects in material and workmanship as follows:
1. Manual Roller Shade Hardware at Window Shades, and Chain: Manufacturer's standard
non -depreciating twenty-five year limited warranty.
2. Standard Shadecloth: Manufacturer's standard twenty-five year warranty.
3. Roller Shade Installation: One year.
C. In the event a warranted product or component fails, facilitate materials replacement at no
cost to the Owner under the provisions of Division 01.
1.8 MAINTENANCE
A. Operations and Maintenance Data:
1. Comply with requirements of Division 01.
2. Include operation and cleaning information.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturers:
1. MechoSystems, Inc., Long Island City, NY; phone: 925.605.9068, URL:
http://www.mechosystems.com.
2. Lutron Shading Solutions by Vimco, a division of Lutron Electronics Co., Inc.,
Coopersburg, PA; phone: 800.523.9466, URL: http./Iwww.lutron.com.
3. Nysan Shading Systems, Calgary, AB Canada, phone: 403.204.8675, URL:
http://www.nvsan.com.
4. Draper, Inc., Spiceland, IN; phone: 800-238-7999, URL: htt :// .dra erinc,com,
B. Substitutions: Under provisions of Division 01.
2.2 MANUALLY OPERATED WINDOW SHADES
A. Manufacturers and Products:
1. MechoSystems, Inc. Product: Mecho/5x.
2. Lutron Electronics Co., Inc. Product: Manual Shade Systems.
3. Nysan Shading Systems. Product: Manual Chain Operated Shades.
4. Draper, Inc. Product: Manual FlexShade Systems.
5. Substitutions: Under provisions of Division 01.
B. Roller Tube:
1. Extruded aluminum alloy roller tube.
2. Diameter: Sufficient diameter and thickness to prevent excessive deflection.
Agreement No. 6038
12 24 13 Lionakis No. 020036
Roller Window Shades November 24, 2020
Page 4
C. Manual Operated Chain Drive Hardware and Brackets:
1. Provide brackets for mounting conditions indicated on Drawings.
2. Provide for universal, regular and offset drive capability which enables the drive chain to
always fall in front of the fabric plane.
3. Provide hardware capable for installation of a removable fascia, for both regular and/or
reverse roll, which shall be installed without exposed fastening devices of any kind.
4. Provide shade hardware system that allows for removable regular and/or reverse roll
fascias to be mounted continuously across two or more shade bands without requiring
exposed fasteners of any kind.
5. Provide shade hardware system that allows for operation of multiple shade bands (multi -
banded shades) by a single chain operator, subject to manufacturer's design criteria.
Connectors shall be offset to assure alignment from the first to the last shade band.
6. Provide shade hardware system that allows multi -banded, manually -operated shades to
be capable of smooth operation when the axis is offset a maximum of 6 degrees on each
side of the plane perpendicular to the radial line of the curve, for a 12 degrees total
offset.
7. Provide positive mechanical engagement of the drive mechanism to the shade roller
tube. Friction -fit connectors for the drive mechanism connection to the shade roller tube
are not acceptable.
8. Provide shade hardware constructed of minimum 16 gauge, 0.060 inch thick plated steel
or heavier as required to support 150 percent of the full weight of each shade.
D. Drive Bracket / Brake Assembly:
1. Drive bracket shall be fully integrated with all roller shade accessories, including, but not
limited to: fascia, center supports, and connectors for multi -banded shades.
2. Drive sprocket and brake assembly shall rotate and be supported on a welded 5/16-inch
steel pin.
3. The brake shall be an over -running wrapped spring clutch design which disengages
during the raising and lowering of a shade. The brake shall withstand a minimum pull
force of 50 pounds in the stopped position.
4. The braking mechanism shall employ an oil -impregnated hub on to which the brake
system is mounted. The oil impregnated hub design includes a wrapped spring clutch
assembly that ensures a smooth, non -jerky operation in raising and lowering the shades.
The assembly shall be permanently lubricated requiring no maintenance. Products that
require externally applied lubrication and/or are not permanently lubricated are not
acceptable.
5. The entire assembly shall be fully mounted on the steel support bracket, and fully
independent of the shade tube assembly, which may be removed and reinstalled without
effecting the roller shade limit adjustments.
E. Chain: No. 10 stainless steel chain rated to 100 pound minimum breaking strength with
connector and upper and lower ball stops. Provide wall mounted pulley wheel at bottom of
chain to keep chain tracking straight and in -line during operation. Provide locking chain clips
at each chain.
Agreement No. 6038
Lionakis No. 020036 12 24 13
November 24, 2020 Roller Window Shades
Page 5
2.3 SHADE FABRIC
A. Manufacturers and Products:
1. MechoShade, Product: ThermoVeil 1300 (2 x 2 basketweave).
2. Lutron Electronics Co., Inc., Product: Polyester Basketweave.
3. Nysan, Product: Superweave.
4. Draper, Inc., Product: SheerWeave Ecolibrium.
5. Substitutions: Under provisions of Division 01.
B. Visually transparent non -raveling shade fabric.
C. Characteristics:
1. Meet or exceed requirements of NFPA 701 and Title 19 CCR Division 1, Chapter 8,
2. Content: 75 percent PVC and 25 percent polyester.
3. Openness Factor: 5 percent
4. UV Blockage: Maximum allowable Tv value of 0.10.
5. Washable and colorfast.
6. Bacteria and mildew resistant. No growth result as per ASTM G21 test.
7. Color: Silver Birch.
2.4 SHADE BANDS
A. Shade Bands: Construction of shade band includes the fabric, the enclosed hem weight,
shade roller tube, and the attachment of the shade band to the roller tube. Sewn hems and
open hem pockets shall not be acceptable.
1. Concealed Hembar: Shall be continuous extruded aluminum for entire width of shade
band and with the following characteristics:
a. Hembar shall be heat sealed on all sides.
b. Open ends shall not be accepted.
2. Shade Band and Shade Roller Attachment:
a. Use extruded aluminum shade roller tube of a diameter and wall thickness required
to support shade fabric without excessive deflection.
b. Provide for positive mechanical attachment of shade band to roller tube; shade band
shall be made removable / replaceable with a "snap -on" snap -off' Spline mounting,
without having to remove shade roller from shade brackets or insert shadeband from
the side.
c. Mounting Spline shall not require use of adhesives, adhesive tapes, staples, and/or
rivets. Any method of attaching shade band to roller tube that requires the use of:
adhesive, adhesive tapes, staples, and/or rivets, does not meet the performance
requirements of this Section and will not be accepted.
2.5 ACCESSORIES
A. Fascia:
1. Continuous removable extruded aluminum fascia that attaches to shade mounting
brackets without the use of adhesives, magnetic strips, or exposed fasteners.
Agreement No. 6038
12 24 13
Roller Window Shades
Page 6
Lionakis No. 020036
November 24, 2020
2. Fascia shall be able to be installed across two or more shade bands in one piece.
3. Fascia shall fully conceal brackets, shade roller, and fabric on the tube.
4. Provide bracket / fascia end caps where mounting conditions expose outside of roller
shade brackets.
5. Fascia shall include a channel for application of flexible material (shlegel) to closing off
any light leakage between the fascia and a window frame, mullion, ceiling and/or any
other horizontal surface.
6. Fascia shall attach directly to the roller shade bracket without the need to install
additional mounting hardware. Exposed fasteners shall not be allowed.
7. Fascia shall positively lock in a top -down installation method to help prevent
8. Notching of fascia for manual chain will not be acceptable.
2.6 FINISH
A. Extruded Aluminum (panels, fascias, covers, bars, and channels):
1. Standard baked enamel paint finish. Colors selected by Architect from manufacturer's
standard colors.
B. Shade Fabric: Type and color as selected by the Architect from samples submitted.
2.7 FABRICATION
A. Take accurate field measurements to verify required dimensions prior to fabrication.
B. Fabricate fabric to hang flat without buckling or distortion. Fabricate with heat -sealed
trimmed edges to hang straight without curling or reveling.
C. Fabricate unguided fabric to roll true and straight without shifting sideways more than 1/8
inch in either direction for every eight feet of shade height due to warp distortion or weave
design.
D. Fabricate with bottom hem weights as needed or exposed hem bar with light seal as
applicable.
E. Railroading of solar fabrics will not be allowed, except by permission of the Architect during
submittal phase.
F. Provide battens in standard shades as required to assure proper tracking and uniform rolling
of fabric.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine substrate conditions and dimensions. Verify if substrate is ready and acceptable to
receive window shade system.
B. Confirm that blocking for roller shades is installed plumb, level, and fitted to window mullion
as per Contract Documents and in accordance with industry standard tolerances. The
horizontal surface of the shade pocket shall not be out -of -level more than 1/16 inch over 20
linear feet.
Agreement No. 6038
Lionakis No. 020036
November 24, 2020
12 24 13
Roller Window Shades
Page 7
C. Report unacceptable conditions to the Architect. Begin installation only when unacceptable
conditions have been corrected.
3.2 INSTALLATION
A. Install in accordance with manufacturer's printed instructions and accepted shop drawings.
B. Install roller shades level, plumb, square, and true according to manufacturer's written
instructions, and located so shade band is not closer than 2 inches to interior face of glass.
Allow proper clearances for window operation hardware.
C. Adjust, align and balance roller shades to operate smoothly, easily, safely, and free from
binding or malfunction throughout entire operational range.
D. Installation Tolerances:
1. Maximum variation of gap at window opening perimeter: 1/4 inch per 8 feet of shade
height.
2. Maximum offset from level: 1 /16 inch per 20 feet of shade width.
3.3 ADJUSTING
A. Adjust parts for smooth, uniform operation.
B. Adjust shade assembly and fabric to hang flat without buckling and distortion.
C. Replace any units or components, which do not hang properly or operate smoothly at no
additional cost to Owner.
3.4 CLEANING
A. Clean exposed surfaces, including metal and fabric using non-abrasive materials and
methods as recommended by manufacturer.
B. Do not use materials or methods, which may damage finish or surrounding construction.
C. Remove and replace work which cannot be satisfactorily cleaned at no additional cost to
Owner.
END OF SECTION
Agreement No. 6038
Agreement No. 6038
Appendix
City Hall Window Cut Sheets
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A ree en No.6038
JULY, 2020 Trifab0 451 UT Framing 'ystem
EC 97911-234 FEATURES
Featgrems
• Trifab0 451 UT is 4-1 /2" (114.3) deep with a 2" (50.8) sightline
• Center Plane glass applications
• Flush glazed from either the inside or outside
• Screw Spline fabrication
• Screw Spline Pre -Glazed option
• Dual IsoLock® lanced and debridged thermal break
• Infill options up to 1-1/8" (28.6) thickness
• High performance sill flashing
• Permanodi& anodized finishes in seven choices
• Painted finishes in standard and custom choices
012tioinal F�eat!jrea
• Acoustical rating per AAMA 1801 and ASTM E 1425
• Project specific U-factors (See Thermal Charts)
• Integrates with Versoleil® SunShade Outrigger System and Horizontal Single Blade System
Product A lams
• Storefront, Ribbon Window, Punched Openings or Pre -Glazed
1
• Single -span
• Integrated entrance framing allowing Kawneer standard entrances or other specialty entrances
to be incorporated
• Kawneer windows, GLASSvent® UT windows are easily incorporated
For specific product applications, 020036 200727 win kawneer
consult your Kawneer representative.
ADMC060EN
KAWNEER
AN ARCONIC COMPANY
Agreement No. 6038
4 Trifab° 451 UT Framing System JULY, 2020
BASIC FRAMING DETAILS (CENTER - Inside Glazed - Stops Down) EC 97911-234
Additional information and CAD details are available at www.kawneer.com
ELEVATION IS NUMBER KEYED TO DETAILS
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Additional information and CAD details are available at www.kawneer.com
Trifab® VG 461T CENTER DOOR FRAMING SHOWN.
OTHER FRAMING OPTIONS AVAILABLE.
CONSULT YOUR KAWNEER REPRESENTATIVE.
ELEVATION IS NUMBER KEYED
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KAWNEER
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Agreement No. 6038
Product Data Sheet
Solar Control Low-E Glass
Aesthetic Description
Solarban'° 70XL glass is a solar control, low-e glass that brilliantly
combines the clear appearance of transparent, color -neutral
glass with an exceptional combination of solar control and visible
light transmittance (VLT).
The world's first triple -silver, magnetic sputter vacuum deposition
(MSVD) coating, Solarban'° 70XL glass expands the design
possibilities for buildings in two important ways. First, Solarban`°
70XL glass enables architects to incorporate vast areas of vision
glass into their designs without a corresponding increase in
cooling equipment capacity.
Second, architects can specify a clear aesthetic while achieving
solar control performance that was once attainable only through
the use of tinted glass and a solar control, low-e coating in an
insulating glass unit (IGU).
Performance Options
When coupled with conventional clear glass in a one -inch IGU,
Solarban`70XL glass achieves a Visible Light Transmittance (VLT
of 64 percent and a Solar Heat Gain Coefficient (SHGC) of 0.27
to produce a Light to Solar Gain (LSG) ratio of 2.37, making it
one of the industry's highest -performing glasses.
The clear aesthetic of Solarban" 70XL glass also makes
the product exceptionally versatile, offering architects an
extensive array of performance and appearance options. For
instance, for projects that require advanced solar control
performance, Solarban" 70XL glass can be coated on the second
(#2) surface of nearly all of Vitro Architectural Glass' (formerly
PPG glass) wide range of tinted glasses to produce SHGCs of as
low as 0.19 and LSG ratios ranging from 1.68 to 2.15.
For more color and reflectivity choices, Solarban'° 70XL glass
may be specified on the third (#3) surface of an IGU behind a
tinted lite or in combination with SolarcooP reflective or Vistacool"
subtly reflective color -enhanced glasses.
The Cirque
Location: Dallas. TX I Product: Solarban`' 70XL Glass I Architect of Record:
PageSoutherland Page I Design Architect: Gromatzky Dupree & Associates I Glass
Fabricator: Truhte Glass and Aluminum Solutions I Glazing Contractor: Haley -Greer
LEED and Sustainable Building
The center -of -glass insulating performance of Solarban' 70XL
glass enables most glazing designs to meet the most stringent
regional and local energy standards when used as part of a well -
designed and constructed glazing system. In addition, Solarban'
70XL glass can contribute to achieving credit under LEED v4
(and earlier versions) in the categories of Energy and
Atmosphere (EA), Materials and Resources (MR), Indoor
Environmental Quality (IEQ) and Innovation in Design (IN) as
detailed below.
— —
Category
Feeture
HOC:
_
0,19 to 027
Helps projects achieve Minimum Energy Performance and ASHH1 A 550%Advanced Energy
Design Guide (AEDG) energy efficiency
targets in LEED 0.
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U-Value: 0.26 (Summer)
Exceptional solar control performance enables bulldings to use less energy and control long-term energy coats.
0.2e (winter)
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Can be sourced regionally throughout North America through .�
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Vitro Architectural Glass
Agreement No. 6038
Solarban"-' 70XL Glass
Fabrication and Availability
Solarban70XL glass is available exclusively through the Vitro
Certified"" Network. Vitro Certified- Fabricators can meet tight
construction deadlines and accelerate the delivery of
replacement glass before, during and after construction.
Solarban' 70XL glass is manufactured using the sputter -coating
process and is available for annealed, heat -strengthened and
tempered applications.
Additional Resources
Solarban'" 70XL glass is Cradle to Cradle Certified". For more
information or to obtain samples of any Vitro Glass product, call
1-855-VTRO-GLS (887-6457) or visit vitrogiazings.com.
Vitro Architectural Glass is the first U.S. float glass manufacturer
to have its products recognized by the Cradle to Cradle
Certified- program, and offers more C2C-certified architectural
glasses than any other float glass manufacturer.
`Solarban' 70XL glass for annealed applications is applied to 51arpnrre' grass, neat tremea appucanons wni require caner cmdr Ur ordrNrr„d yIdII —. ,.,a, ,,e r,
All performance data calculated using LBNL Window 7.3 software, except European U-value, which is calculated using WinDat version 3,0.1 software. For detailed information on the methodologies
used to calculate the aesthetic and performance values in this table, please visit vitroglazings,com or request our Architectural Glass Catalog.
For more information about SolarbanO low-e glass and other Cradle to Cradle Certified —architectural
glasses by Vitro Glass, visit vitrogiazings.com, or call 1-855-VTRO-GLS (887-6457).
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Agreement No. 6038
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Sets the standard for quality and performance
Mecho/5 is the only complete hardware -and
shadecloth system with a twenty-five year Limited
Warranty including 100% replacement and no
depreciation over the life of the warranty.
crmfle a ude
When installed with EcoVeil° shadecloth, the Mecho/5
system is the only Cradle to Cradle BronzeTm certified
window -shading system in the U.S.
For multi -banded applications, Mecho's adjustable
shade coupler is included to speed the installation
process and ensure precise, even and
consistent shade heights and eliminate
hembar misalignment.
Features
Patented technology allows for a smooth and
consistent experience
Mecho/5 durability is built for commercial
applications
Single or double -shade bracket options
Smooth and quiet operation
Works with large shades and multibanding
without motorization, saving time and money
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INNOVATIVE DESIGN.
TRUSTED PERFORMANCE.
c 2020 MechoShade Systems, LLC. All rights reserved.
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An oil -impregnated, self-lubricating,
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Fast, easy installation
Field-tested and performance -proven
reliability from hundreds of thousands
of installations
(718) 729-2020
mechoshade.com
M18037..32_Mecho/5
FLOOR
INDUSTRIAL TM
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Inspired by terrazzo and concrete, Industrial Park -'asserts itself with solid colors punctuated by
randomly placed colored flakes of varying dimension for optimum visual appeal. Industrial Park -
is one of Daltile's growing list of series to feature StepWise" technology. This patent -pending
process combines superior slip resistance with exceptional cleanability making Industrial Park
a great choice for commercial applications including ramps. StepWise" technology and beauty
converge delivering solid design and useful function to any space.
COMMERCIAL SOPHISTICATION,
POST -CONSUMER
RECYCLED MATERIALS
Terrazzo and concrete look with flakes for a
PRE -CONSUMER
fresh new commercial style Y
RECYCLED MATERIALS
Modular sizes and complementary colors
En MADE IN THE U.S.A.
enhance design options
01 REVEAL IMAGING'
STEPWISE' TECHNOLOGY
Provides a superior slip resistance in
STEPWISE -
commercial and mixed use applications
All or select items within this series
Exceptional cleanability for easy
meet the requirements for these
maintenance when compared to other slip
qualifications For more product
resistance surfaces
information, visit daltile com
Agreement No. 6038
FLOOR
COLORBODY'" PORCELAIN with STEPWISE"TECHNOLOGY
FLOOR TILE
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Agreement No. 6038
FLOOR
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COLORBODY'" PORCELAIN with STEPWISE'"TECHNOLOGY
SIZES
Thickness Sq. Ft. Pieces per
per Carton Carton
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FLOOR APPLICATIONS
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Suitable for exterior applications in freezing and non-freezing climates when proper
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INSTALLATION
Grout Joint Recommendation Shade Variation
3/16" (overlap should not exceed 33% when
installing tile with a length 15" oi greater
in a staggered brick -joint pattern When irli I WTI -
multiple sizes are Installed in a modular rot),
pattern, please specify same size caliber at
time of order)
ASTM# Result
Water Absorption
C373 < 0 5%
Breaking Strength
C648 > 2/5 [Ids
Scratch Hardness
MOFIS 80
Chernicat Resistance
C 65 0 Resistant
Abrasion Resistance
(IP06, IP�,
C1027 N/4 A- (I P08, ' ;`'9)
T he AS I M C 102/ 99
procedure does not make provisions for
the apparent difference
in abrasion values between light and dark
colored glazed tiles
For additional Information,
visit daltic, corr)/informaLic)ri/TestRc)sults
Special consideration must be given when installing tiles greater ',' an 15
inches Please refer to dalti[e.COITI/Large I-iieE for mold rforrylat,�:, r,
Special care should be taken when grouting with Clark pigmented
colors A groat release is recommended to prevent finel.y powdered
pigments from tooging in the pores of the surface Use of a latex
modified thin set is recommended for installation
Since there are variations in att fired ceramic products, tile and
trim supplied for your particular installation may riot match these
samples Final, color selection should be rnade ',", ry- actual tiles and
trim and not from the samples or color reprodu ,,ons ManufactUred
in accordance with ANSI A13/1 standards
Water, (-)it, grease, etc create slippery conditions Floor applications
vvil:h exposure to these conditions require extra caution in product
selection
For additional Information refer to "Factors to Consider" at
daltile com/Factors
7834 C F. Hawn Freeway,
Dallas, Texas 75217 1 1.800933TILE
To view the complete collection of
IMAGINE WHAT'S POSSIBLE
Daitile' products and information,
visit our website at dalti[e,com. c 2017 Daitile (1/17)
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Agreement No. 6038
Appe
ndix ix
Limited Bulk Sampling of Suspect Asbestos -Containing and Lead -Containing
Materials, dated October 15, 2019, prepared by Gale Jordan Associates, Inc.
Agreement No. 6038
gj,a
gale jordan associates, inc.
LIMITED BULK SAMPLING OF SUSPECT
ASBESTOS -CONTAINING AND LEAD -CONTAINING
MATERIALS
El Segundo City Hall
350 Main Street
El Segundo, California
City of El Segundo
350 Main Street
El Segundo, CA 90245
October 15, 2019
CI19069
3858 Carson Street, Suite 200, "Torrance, CA 90503 1 la®environ ental.co 1 310 3 6- 377
Agreement No. 6038
Christopher K. Gale
President
Cal/OSHA Certified Asbestos Consultant
No. 92-0207, Expiration Date: 8/18/20
Agreement No. 6038
TABLE OF CONTENTS
1.0 Scope of Work
2.0 Investigative Methods
3.0 Results of Investigation
4.0 Recommendations
5.0 Confidentiality and Limitations
APPENDICES
A. Bulk Sampling Summary — Asbestos
B. Bulk Sampling Summary - Lead
C. Laboratory Report — Asbestos
D. Laboratory Report — Lead
E. Sample Location Diagram
Agreement No. 6038
1.0 SCOPE OF WORK
gale/jordan associates, inc. (gja) was retained by the City of El Segundo to conduct
limited asbestos and lead sampling at the El Segundo City Hall, located at 350 Main
Street, El Segundo, California.
James Spencer, Cal/OSHA Certified Asbestos Consultant No. 92-0577, conducted the
bulk sampling on October 15, 2019. He is also accredited by EPA/AHERA (Asbestos
Hazard Emergency Response Act) for "Building Inspection for Asbestos. Christopher
Gale, Cal/OSHA Certified Asbestos Consultant No. 92-0207, reviewed the project.
2.0 INVESTIGATIVE METHODS
2.1 Asbestos
A minimum of three samples of each suspect asbestos -containing material (ACM) were
collected and analyzed for asbestos content. This sampling protocol satisfies the
guidelines of Cal/OSHA and the South Coast Air Quality Management District for the
materials sampled. The sampling was limited to the materials designated by the client
and no destructive sampling was conducted; therefore, other asbestos -containing
materials may be present.
Analysis was performed by SGS/Forensic Analytical Laboratories, Inc., Rancho
Dominguez, California, NVLAP No. 101459-1, using Polarized Light Microscopy with
Dispersion Staining (PLM/DS) in accordance with the Environmental Protection Agency
(EPA), "Method for the Determination of Asbestos in Bulk Building Materials" (EPA
600/R-93-116). Percentage estimates of each material component are based on the
analyst's best judgment following examination with a stereoscope and PLM/DS analysis.
The window putty was additionally analyzed using 1000 Point Count to further determine
its asbestos content.
Please see the laboratory documentation, Appendix C.
2.2 Lead
Samples of two types of paint, suspect lead -containing materials, were collected. The
purpose of the survey was to ascertain the potential for worker exposure to lead dust, per
CCR Title 8, Section 1532.1 (Cal/OSHA Lead Standard).
The samples were analyzed by SGS/Forensic Analytical Laboratories, Rancho
Dominguez, California using Flame Atomic Absorption Spectroscopy in accordance with
EPA Method 3050B/7420. See the laboratory documentation, Appendix D.
Agreement No. 6038
3.0 RESULTS OF INVESTIGATION
3.1 Asbestos
Samples were collected of window putty, drywall/joint compound, cove base and mastic.
The following materials
proved to contain asbestos:
SAMPLING AREA
ESTIMATED
ANALYTICAL
MATERIAL
350 Main Street
QUANTITY
RESULTS
Exterior window
10.17% Chrysotile
Window putty
(Planning, Finance &
800 SF
by 1000 Point
North offices)
Count
12" x 12" vinyl floor
Planning lobby
800 SF
2% Chrysotile in
tile w/ mastic
(throughout under carpet)
black mastic
12" x 12" vinyl floor
North hallway
400 SF
2% Chrysotile in
tile w/ mastic
black mastic
All the asbestos materials are considered to be non -friable; they were in good condition at
the time of the bulk sampling.
The window putty proved to contain 0.17% asbestos. California law describes an
Asbestos Containing Construction Material (ACCM) as a material containing greater than
one tenth of one percent (>0.1%) asbestos. OSHA requires that engineering controls and
personal protective equipment be utilized when disturbing materials containing any
asbestos, to protect the workers and the environment from asbestos exposure. Both Fed
and Cal/OSHA define an Asbestos Containing Material (ACM) as one containing greater
than 1% (>1.0%) asbestos. The window putty is considered to be an ACCM; it may be
disposed of as non -hazardous waste
The drywall/joint compound and covebase mastic materials proved to be non -detected for
asbestos content. Please see the bulk sampling summary, Appendix A.
Agreement No. 6038
3.2 Lead
Samples of paint were collected from a window and a metal window shutter. The
samples were analyzed for lead content.
The brown paint found on the exterior of the window proved to have a lead content at a
level of 7,400 parts per million (ppm). The paint on the metal shutter proved to be 380
ppm
The Cal/OSHA Lead in Construction Standard considers any amount of lead in paint to
be of concern during renovation and demolition activities; however, Cal/OSHA considers
lead content below 0.06% (600 ppm) to not produce an exposure concern for workers
during renovation/demolition activities (Title 8 CCR 1532.1).
The Consumer Safety Product Commission considers paint with a lead content over 600
ppm is considered to be "lead -based paint".
For disposal purposes, the California Department of Toxic Substances Control has
determined that materials with a TTLC (Total Threshold Limit Concentration) below 50
parts per million (ppm) or 0.005 percent by weight (wt%) are not hazardous.
Please see the bulk sampling summary, Appendix B.
4.0 RECOMMENDATIONS
4.1 Asbestos
When work is performed in the vicinity of an asbestos -containing material, the workers
must be informed that the material contains asbestos. Removal of an asbestos -containing
material must be performed by a licensed (Contractor's State License Board) and
registered (Cal/OSHA) asbestos abatement contractor under the supervision of a
Cal/OSHA Certified Asbestos Consultant.
All ACM (friable and non -friable) have the potential to release asbestos fibers into the air
if they are disturbed or damaged. Building activities or events that could cause these
materials to release asbestos fibers include, but are not limited to: maintenance activities,
renovation work, water leaks, breakage or damage of the materials and disturbance
activities (i.e., cutting or sanding).
Agreement No. 6038
4.2 Lead
Respiratory protection is required during the removal of the lead -based paint until air
monitoring results indicate worker exposure is below the Federal OSHA Action Level of
30 ug/m3. Alternatively, a previous negative initial exposure assessment (meeting the
OSHA requirements of 8CCR 1532 for the same type of project done within the previous
year with the same work crew) may be provided prior to the removal of these materials.
Cal/OSHA considers lead content below 0.06% (600 ppm) to not produce an exposure
concern for workers during renovation/demolition activities (Title 8 CCR 1532.1).
Detectable materials, above 50 ppm, require additional analysis of the waste stream, such
as a California Wet -Test, for disposal purposes. The additional testing should be
performed prior to disposal to determine disposal options.
5.0 CONFIDENTIALITY AND LIMITATIONS
This report is prepared for the express use and benefit of The City of El Segundo and its
agents and employees. The information in this report or portions thereof may be required
to be included in notifications to employees, contractors or other visitors to the
building(s). The Owner or its agents shall not use this report as a specification or work
plan for any of the work suggested or recommended in the report.
This report is based upon conditions and practices observed at the property and
information made available to gja. This report does not propose to identify all hazards or
unsafe practices, or to indicate that other hazards or unsafe practices do not exist at the
premises. Additional suspect but un-sampled materials could be located between walls,
in voids, or in other inaccessible areas; caution should be exercised regarding these areas.
gja cannot warrant that these buildings do not contain asbestos and/or lead in locations
other than those noted in this report.
gja will not discuss or disclose any information about our services to any third party
without the Client's written consent unless otherwise required by law or by judicial or
administrative order.
gja's assessment of the risk of exposure to asbestos and lead followed generally accepted
protocols and is based on conditions at the time of the survey. gja is not responsible for
changes in conditions or accepted protocols subsequent to our site visit.
Agreement No. 6038
BULK SAMPLING SUMMARY - ASBESTOS
ND indicates "non -detected" for asbestos
SAMPLE
SAMPLING AREA
ANALYTICAL
NUMBERS
MATERIAL
350 Main Street
RESULTS
CI19069
Exterior window
0.17% Chrysotile
1-3
Window putty
(Planning, Finance &
(ACCM)*
North offices)
4-6
Drywall/joint
Planning lobby (4 ft.
ND
compound
partition wall)
7-9
Cove base
Planning lobby (4 ft.
ND
partition wall)
12 x 12 vinyl floor
Planning lobby
2/o Chrysotile in
10-12
tile w/ mastic
(throughout under carpet)
black mastic
13-15
12" x 12" vinyl floor
North hallway
2% Chrysotile in
tile w/ mastic
black mastic
*ACCM — asbestos -containing construction material
Agreement No. 6038
r M104,116
SAMPLE
ANALYTICAL
ANALYTICAL
NUMBERS
MATERIAL
SAMPLING AREA
RESULTS
RESULTS
CI19069
350 Main Street
Wt*
ppm*
LBP
1
Brown paint
Exterior window,
0.74
7,400
Planning Office
2
Brown paint
Shutter - Exterior
0.038
380
window, Finance Office
*wt% - percentage by weight; ppm — parts per million. BLD — Below level of detection.
Agreement No. 6038
Agreement No. 6038
,III ,SIC,
Final Report
B �IATGRFIIIIIS
Bulk
Asbestos Analysis
(EPA Method 40CFR, Part 763, Appendix E to Subpart E and EPA 600/R-93-116,
Visual Area Estimation)
NVLAP Lab Code: 101459-1
Gale/Jordan Associates
Client ID: 5105
Joanie Keiser
Report Number: B294454
3858 Carson Street
Date Received: 10/15/19
Suite 200
Date Analyzed: 10/18/19
Torrance, CA 90503
Date Printed: 10/18/19
First Reported: 10/18/19
Job ID/Site: CI19069; El Segundo City Hall, 350 Main Street, El Segundo, CA
SGSFL Job ID: 5105
Total Samples Submitted: 15
Date(s) Collected: 10/15/2019
Total Samples Analyzed: 13
Asbestos Percent in Asbestos
Percent in Asbestos Percent in
Sample ID Lab Number Type Layer Type
Layer Type Layer
I 51282220
Layer: Grey Putty
Chrysotile Trace
Layer: Paint
ND
Total Composite Values of Fibrous Components:
Asbestos (Trace)
Cellulose (Trace)
2 51282221
Layer: Grey Putty
Chrysotile Trace
Layer: Paint
ND
Total Composite Values of Fibrous Components:
Asbestos (Trace)
Cellulose (Trace)
3 51282222
Layer: Grey Putty
Chrysotile Trace
Layer: Paint
ND
Total Composite Values of Fibrous Components:
Asbestos (Trace)
Cellulose (Trace)
4 51282223
Layer: White Skimcoat/Joint Compound
ND
Layer: Paint
ND
Total Composite Values of Fibrous Components:
Asbestos (ND)
Cellulose (Trace)
5 51282224
Layer: White Drywall
ND
Layer: White Skimcoat/Joint Compound
ND
Layer: Paint
ND
Total Composite Values of Fibrous Components:
Asbestos (ND)
Cellulose (10 %)
6 51282225
Layer: White Drywall
ND
Layer: Drywall Tape
ND
Layer: White Skimcoat/Joint Compound
ND
Layer: Paint
ND
Total Composite Values of Fibrous Components:
Asbestos (ND)
Cellulose (3 %)
1 of 3
2959 Pacific Commerce Drive, Rancho Dominguez, CA 90221 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-8684
Agreement No. 6038
Report Number: B294454
Client Name: Gale/Jordan Associates
Date Printed: 10/18/19
Asbestos
Percent in
Asbestos Percent in Asbestos Percent in
Sample ID Lab Number Type
Layer
Type Layer Type Layer
7 51282226
Layer: Brown Non -Fibrous Material
ND
Layer: White Mastic
ND
Total Composite Values of Fibrous Components:
Asbestos (ND)
Cellulose (Trace)
8 51282227
Layer: Brown Non -Fibrous Material
ND
Layer: White Mastic
ND
Total Composite Values of Fibrous Components:
Asbestos (ND)
Cellulose (Trace)
9 51282228
Layer: Brown Non -Fibrous Material
ND
Total Composite Values of Fibrous Components:
Asbestos (ND)
Cellulose (Trace)
10 51282229
Layer: Yellow Mastic ND
Layer: Grey Tile ND
Layer: Tan/Black Mastic Chrysotile 2 %
Total Composite Values of Fibrous Components: Asbestos (Trace)
Cellulose (Trace)
11 51282230
Comment: Sample not analyzed due to prior positive result in series.
12 51282231
Layer: Clear Non -Fibrous Material
ND
Layer: Grey Tile
ND
Layer: Clear Mastic
ND
Total Composite Values of Fibrous Components: Asbestos (ND)
Cellulose (Trace)
13 51282232
Layer: Clear Non -Fibrous Material
ND
Layer: Grey Tile
ND
Layer: Grey Non -Fibrous Material
ND
Layer: Clear Mastic
ND
Layer: Black Mastic Chrysotile
2 %
Total Composite Values of Fibrous Components: Asbestos (Trace)
Cellulose (Trace)
14 51282233
Comment: Sample not analyzed due to prior positive result in series.
2 of 3
2959 Pacific Commerce Drive, Rancho Dominguez, CA 90221 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-8684
Agreement No. 6038
Report Number: B294454
Client Name: Gale/Jordan Associates Date Printed: 10/18/19
Asbestos Percent in Asbestos Percent in Asbestos Percent in
Sample ID Lab Number Type Layer Type Layer Type Layer
15 51282234
Layer: Clear Non -Fibrous Material
Layer: Grey Tile
Layer: Grey Non -Fibrous Material
Layer: Clear Mastic
Layer: Black Mastic
Total Composite Values of Fibrous Components
Cellulose (Trace)
ND
ND
ND
ND
Chrysotile 2%
Asbestos (Trace)
Tiffani Ludd, Laboratory Supervisor, Rancho Dominguez Laboratory
Note: Limit of Quantification ('LOQ') = I %. 'Trace' denotes the presence of asbestos below the LOQ. 'ND' = 'None Detected'.
Analy ricat tesul is and reports are generated by SGS rovens ic Laboratories (SGS F 1.) at the req nest of and for the oxc I usive use o f the pe mon or criti ty (cl it ni ) nained on such repom
Results, rep" or copies of some will not Iv released by SOSFL to any third party %vuliout prior written request from client 'This report applies only to the sample(() tested,.
S upporti ng laboratory documentation is available upon request - I'll is report must not he reproduced except j n fall, untcss approved by SGSF L The client is solely responsible for the
Lisa and interpretation of test results and report,., requested ftorn SGSFL, SGSFl_ is not able to assess the degree of hazard resulting front materials analyecd. SGS Forensic
Laboratories reserves the right to dispose of all samples after a period of thirty (30) days, accord ing to all state and federal guidelines, unless tu he r%v ise spear red , All samples were
received in acceptable condition unless otherwise noted.
3 of 3
2959 Pacific Commerce Drive, Rancho Dominguez, CA 90221 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-8684
Agreement No. 6038
RE IC Final Report
LABORATORIES
Bulk Asbestos Material Analysis
(EPA Method 600/R-93/116, Point Count Analysis)
Gale/Jordan Associates
Joanie Keiser
3858 Carson Street
Suite 200
Torrance, CA 90503
Client ID:
Report Number:
Date Received:
Date Analyzed:
Date Printed:
5105
N012385
10/15/19
10/24/19
10/24/19
Job ID/Site: CI19069; El Segundo City Hall, 350 Main Street, El Segundo, CA SGSFL Job ID: 5105
Total Samples Submitted:
PLM Report Number: B294454 Total Samples Analyzed:
......................
Sample Preparation and Analysis:
Each sample was prepared using the gravimetric technique. A representative subsample was weighed, ashed for eight hours, and reweighed to
determine the proportion of the organic component. The ashed residue was ground in concentrated hydrochloric acid, dried and reweighed to
determine the acid -soluble component weight percentage. The residual material was analyzed for asbestos using polarized light microscopy.
Asbestos quantitation was performed using the semi -quantitative Point Count method following the general guidelines in EPA Method
600/R-93/116. The analytical sensitivity for the method is calculated as the asbestos concentration that results from one point counted in the
analysis adjusted using the residual weight of the sample. The limit of detection for this method has not been determined.
Sample ID Lab Number Sample Description
51282220 Grey Putty
Point Count Results:
Number of asbestos points counted: 67 Organic weight percentage: 7.81
Number of non -empty points: 1000 Acid -soluble weight percentage 89.64
Percent asbestos in layer: 0.17 Residual weight percentage: 2.55
Analytical sensitivity (%): 0.003
Asbestos type(s) detected: Chrysotile
Comment:
' `,
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6
,......
Tiffani Ludd LaboratorySupervisor, Rancho Dominguez Laboratory
Analytical results and reports are generated by SOTS Forensic Laboratories (SGSFL) at the request of and for the exclusive use of the person or entity (client) named on such report.
Results, reports or copies of some will not be released by SCSFI,, to any third party without ,prior written request from client. This report appliesonly to Oic sample(s) tested,
supporting laboratory documentation is available upon request, This reportmust not be reproduced except in full, unless approved by SGSFLThe client is solely respurmsiblcforthe
use and interpretation of nest results and reports requested from SGSFL, SOSPL is not able to assess the degree of herd resulting, from ma�tuials analyzed SGS Forensic
Laboratories reserves the right to disposeof all samples after a period of thirty (30) days, accord'ingto all state and federal guidelines„ unless oiliery ise specified, All samples rv^e,re
received in acceptable condition unless otherwise noted.
1 of 1
2959 Pacific Commerce Drive, Rancho Dominguez, CA 90221 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-86
Agreement No. 603
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Agreement No. 6038
Final Report
. . ...... SG$ -
III Illy,
Metals Analysis of Paints
(AIHA-LAP, LLC Accreditation, Lab ID 4101 29)
Gale/Jordan Associates
Client ID: 5105
Joanie Keiser
Report Number: M217411
3858 Carson Street
Date Received: 10/16/19
Suite 200
Date Analyzed: 10/21/19
Torrance, CA 90503
Date Printed: 10/21/19
First Reported: 10/21/19
Job ID / Site: CI19069; El Segundo City Hall
SGSFL Job ID: 5105
Date(s) Collected: 10/15/19
Total Samples Submitted: 2
Total Samples Analyzed: 2
Result
Reporting Method
Sample Number Lab Number
Analyte Result Units
Limit* Reference
1 LM177382
Pb 0.74 wt%
0.03 EPA 305013/7000B
2 LM177383
Pb 0.038 wt%
0.009 EPA 305013/700013
* The Reporting Limit represents the lowest amount of analyte that the laboratory can confidently detect in the sample, and is not a
regulatory level. The Units for the Reporting Limit are the same as the Units for the Final Results.
Beatriz Hinojosa, Laborfory tpervi gat Rancho Dominguez Laboratory
Analytical results and reports are generated by SGS Forensic Laboratofics at the request of and for Ore exclusive use or the person or entity (client) named on such repon,
Results, reports or copies of"satne will not be released by SGS Forensic Laboratories totiny third party without priorwritten request from client. This report applies only to,
the sample(s) tested Supporting laboratory documentation is available upon request. This report must not be reproduced except in furll, unless approved by Sc:')S Forensic
Laboratories. The client is solely responsible for the use and interpretation of test results and reports requested from SGS Forensic Laboratories. SGS Forensic Laboratories
is not able to assess the degree of hazard resulting from materials analyzed. SGS Forensic Laboratories reserves the right to dispose of all samples after a period of thirty (30)
days, according to all state and'fiederal guidelines,, unless otherwise specified. Any modifications that have been made to tel"crenced test methods are documented in SGS
rorensie Laboratories' Standard Operating Procedures Manual. Su nnple results have not been blank corrected Quality control and swnple receipt condition Aerc acceptable
unless otherwise noted.
1 of 1
2959 Pacific Commerce Drive, Rancho Dominguez, CA 90221 / Telephone: (310) 763-2374 (888) 813-9417 / Fax: (310) 763-8684
Agreement No. 6038
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Agreement No. 6038
Agreement No. 6038
= Bulk Suspect Asbestos Sample - Identified by Sample Number 0
Bulk Suspect Lead Sample - Identified by Sample Number
ea l /ft it l uin se l f , linc.
3858 Carson Street, Suite 200 This Drawing is not
Torrance, CA 90503 El Segundo City Hall to Scale
350 Main Street
(310) 316-4377 El segundo, California
(310) 316-4558 Sample Locations
C119069 Are Approximate
October 2019
Agreement No. 6038
January 27, 2021
ADDENDUM NO. 1
to
THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS
for
CITY HALL WINDOW REPLACEMENT PROJECT
PROJECT NO.: PW 21-04
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, February 2, 2021, at 11:00 am.
2. Sheet G-002 from Appendix B of the bid package is being replaced with the
attached G-002. Notable changes are that Page 2 of 5, Column 06, Fenestration is
revised to say "YES", which results in Column 08, Compliance Results, revised
to say "COMPLIES".
3. Due to COVID measures in place at the time of the pre -bid job walk on January
12, 2021, potential bidders were unable to enter the City Hall building. An
exhibit has been prepared and attached to this addendum that provides
photographs as representative conditions for the interior window locations.
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:
Print Company Name:
Page 1 of 1
Date:
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
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Agreement No. 6038
PW 21-04 — City Hall Window Replacement Project
Window Pictures from Interior
Page 1 of 13
Agreement No. 6038
PW 21-04 — City Hall Window Replacement Project
Window Pictures from Interior
Page 2 of 13
Agreement No. 6038
PW 21-04 — City Hall Window Replacement Project
Window Pictures from Interior
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Agreement No. 6038
PW 21-04 — City Hall Window Replacement Project
Window Pictures from Interior
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Agreement No. 6038
PW 21-04—City Hall Window Replacement Project
Window Pictures from Interior
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Agreement No. 6038
PW 21-04 — City Hall Window Replacement Project
Window Pictures from Interior
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Agreement No. 6038
PW 21-04—City Hall Window Replacement Project
Window Pictures from Interior
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Agreement No. 6038
PW 21-04 — City Hall Window Replacement Project
Window Pictures from Interior
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Agreement No. 6038
PW 21-04 — City Hall Window Replacement Project
Window Pictures from Interior
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Agreement No. 6038
PW 21-04 — City Hall Window Replacement Project
Window Pictures from Interior
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Agreement No. 6038
PW 21-04 — City Hall Window Replacement Project
Window Pictures from Interior
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Agreement No. 6038
PW 21-04 — City Hall Window Replacement Project
Window Pictures from Interior
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Agreement No. 6038
PW 21-04 —City Hall Window Replacement Project
Window Pictures from Interior
Page 13 of 13