DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
DESIGNATION OF SUBCONTRACTORS
Bid # ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
with NA. Add addt. sheets if needed.
Subcontractor DIR Registration No.* Dollar Value of Work Cal - Stripe 1000001100 $ 198,309
Location and Place of Business
Colton, cA
80 9e 34 SIT * 1: 6-12 Striping & Striping Remors
Phone ( )
685387 1/31/2024 909-884-7170
Subcontractor DIR Registration No.* Dollar Value of Work Pavement Rehab Co. 1000064823 $ 888,000
Location and Place of Business
Costa Mesa, CA
Bid chedule tom No 55, 6 Mob (Portion), Trafficcontrol (Portuna), Asphalf ALT I 1: 1(porhan 2(porten, 5 Rosts, Adjust Unlines
ALT #Z: 1 daises No. 2 (portion) 5,910 Phone ( )
105/374 3/31/2023 (714) 238-1444
ALT#3: 1 postecontractor 2 porto, 5, 6 DIR Registration No.* Dollar Value of Work Al #4, portion, 2 portion, 5, 6, 8,9
ocation and Place of Busine
ALl A 5: Iporto
Bid Schedule Item No's: Description of Work
License No. Phone (
NOTE: A BIDDER or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 of the Labor Code. It is not a violation of this section for an unregistered BIDDER to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the BIDDER is registered to perform public work pursuant to Section 1725.5 of the Labor Code at the time the contract is awarded. *Pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720) of the California Labor Code.
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
DESIGNATION OF SUBCONTRACTORS
Bid # ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
with NA. Add addt. sheets if needed.
Subcontractor DIR Registration No.* Dollar Value of Work Rubberied Grikfiller Sealant Inc. 1000010726 #216,125
Location and Place of Business
Fullerton, CA
Description of Work
152: 4, 072544, Crack Sealing
Alizens No 4 41t.5: #4 Exp. Date: Phone ()
998877 11/30/2022 (714) 843-5192
Subcontractor DIR Registration No. * Dollar Value of Work Location and Place of Business
Bid Schedule Item No's: Description of Work
License No. Exp. Date: / / Phone ()
Subcontractor DIR Registration No.* Dollar Value of Work Location and Place of Business
Bid Schedule Item No's: Description of Work
License No. Exp. Date: / / Phone ()
NOTE: A BIDDER or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5 of the Labor Code. It is not a violation of this section for an unregistered BIDDER to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the BIDDER is registered to perform public work pursuant to Section 1725.5 of the Labor Code at the time the contract is awarded. *Pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720) of the California Labor Code.
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
Bid #ENG-21-22-MO144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
This bidder Pavement Coatings Co., proposed subcontractor _ Company: Pavement codies co. f
By:
Title: James Wu Vice President
Date; 2/9/2022
The above certification is required by the Equal Employment Opportunity of the Secretary of Labor (41 CFR 60-1.7(b)(1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause as set forth in 41 CFR 60-1.5, (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, the Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime CONTRACTORS/BIDDER and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1) prevents the award of contracts and subcontracts unless such BIDDER submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
IRAN CONTRACTING ACT CERTIFICATION
(Public Contract Code Sections 2200 et seq.)
Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project MO144SS
City Project No. M0144SS
City of Santa Clarita, California
As required by California Public Contract Code section 2204, Proposer certifies that the option checked below relating to Proposer's status in regard to the Iran Contracting Act of 2010 (Public Contract Code sections 2200 et seq.) is true and correct:
Proposer is not:
(i) identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code section 2203; or (i)) a financial institution that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran.
Los Angeles County has exempted Proposer from the requirements of the Iran Contracting Act of 2010 after making a public finding that, absent the exemption, Los Angeles County will be unable to obtain the goods and/or services to be provided pursuant to the Contract.
The amount of the Contract payable to Proposer for the Project is less than $1,000,000.
CERTIFICATION
1, the official named below, CERTIFY UNDER PENALTY OF PERJURY, that I am duly authorized to legally bind the Proposer to the above selected option. This certification is made under the laws of the State of California.
Contractor
Pavement Coatings Co. Sanke
Firm
2/9/2022 James Wu- Vice President
Date Name/Title
Note: In accordance with Public Contract Code section 2205, false certification of this form shall be reported to the California Attorney General and may result in civil penalties equal to the greater of $250.000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three
END OF DOCUMENT
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
NON-COLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and Public Contract Code Section 7106) Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
To the CITY OF SANTA CLARITA:
In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106, the Bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THE "BIDDER'S CERTIFICATION" SHALL
ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH FORM A PART OF THE PROPOSAL. BIDDERS ARE CAUTIONED THAT MAKING A FALSE CERTIFICATION MAY SUBJECT THE CERTIFIER TO CRIMINAL PROSECUTION.
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
NON-COLLUSION AFFIDAVIT
Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. MO144SS
City of Santa Clarita, California
IO BE EXECUTED BY EACH BIDDER OF A PRINCIPAL CONTRACT
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
James Wu being first duly sworn deposes and says that he/she is the Vice President (sole owner, a partner, president, , etc.) of Pavement Coatings Co. the party making the foregoing bid; that such bid is not made in the interest of or behalf of any undisclosed person, partnership, company, association, organization or corporation, that such bid is genuine and not collusive or sham, that said BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, or that anyone shall refrain from bidding, that said BIDDER has not in any manner, directly or indirectly sought by agreements, communication or conference with anyone to fix the bid price of said BIDDER or of any other BIDDER, or to fix the overhead, profit, or cost element of such bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the Contract or anyone interested in the proposed Contract; that all statements contained in such bid are true, and further, that said BIDDER has not, directly or indirectly, submitted its bid price, or any breakdown thereof, or the contents thereof, or divulged information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company, association, organization, bid depository, or to any member or CITY thereof, or to any other individual information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company association, organization, bid depository, or to any member or CITY thereof, or to any other individual, except to such person or persons as have a partnership or other financial interest with said BIDDER in his general business.
Bidder:
Signature
Title James Wu-Vice President.
This document must be notarized prior to submittal.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of Riverside
On_ 2/9/2022 before me, _ Corbin Tyler Pierce, Notary Public Date Here Insert Name and Title of the Officer
personally appeared James Wu
Name($) of Signers)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(ś) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(iés), and that by his/her/their signature() on the instrument the person(d). 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.
CORBIN TYLER PIERCE WITNESS my hand and official seal.
Notary Public - California
Riverside County
Commission # 2342474
Signature
My Comm. Expires Jan 19, 2025
Signature of Notary Public
Place Notary Seal Above
- OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: _ Non-Collusion Document Date: 2/9/2022 Number of Pages: _ Signers) Other Than Named Above:
Capacity(ies) Claimed by Signers)
Signer's Name: Signer's Name:
] Corporate Officer - Title(s): Corporate Officer - Title(s):
] Partner - • Limited [_ General Partner - | ] Limited • General | Individual i Attorney in Fact Individual Attorney in Fact ] Trustee , Guardian or Conservator Trustee • Guardian or Conservator • Other: Other:
Signer Is Representing: Signer Is Representing:
©2014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
NOTICE TO BIDDERS REGARDING CONTRACTUAL REQUIREMENTS
Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
SUMMARY OF INDEMNITY AND INSURANCE REQUIREMENTS
1. These are the Indemnity and Insurance Requirements for Contractors providing services or supplies to City of Santa Clarita (City). By agreeing to perform the work or submitting a proposal, you verify that you comply with and agree to be bound by these requirements. If any additional Contract documents are executed, the actual Indemnity language and Insurance Requirements may include additional provisions as deemed appropriate by City's Risk Manager.
2. You should check with your Insurance advisors to verify compliance and determine if additional coverage or limits may be needed to adequately insure your obligations under this agreement. These are the minimum required and do not in any way represent or imply that such coverage is sufficient to adequately cover the Contractor's liability under this agreement. The full coverage and limits afforded under Contractor's policies of Insurance shall be available to Buyer and these Insurance Requirements shall not in any way act to reduce coverage that is broader or includes higher limits than those required.
The Insurance obligations under this agreement shall be: 1—all the Insurance coverage and limits carried by or available to the Contractor; or 2-the minimum Insurance requirements shown in this agreement, whichever is greater. Any insurance proceeds in excess of the specified minimum limits and coverage required, which are applicable to a given loss, shall be available to City.
3. Contractor shall furnish the City with original Certificates of Insurance including all required amendatory endorsements and a copy of the Declarations and Endorsement Page of the CL policy listing all policy endorsements to City before work begins. City reserves the right to require full-certified copies of all Insurance coverage and endorsements.
I. INDEMNIFICATION:
City and its respective elected and appointed boards, officials, officers, agents, employees, and volunteers (individually and collectively, "Indemnitees") shall have no liability to CONTRACTOR or any other person for, and CONTRACTOR shall indemnify, defend, protect, and hold harmless Indemnitees from and against, any and all liabilities, claims, actions, causes of action, proceedings, suits, damages, judgments, liens, levies, costs, and expenses of whatever nature, including reasonable attorney's fees and disbursements (collectively, "Claims"), which Indemnitees may suffer or incur or to which Indemnitees may become subject by reason of or arising out of any injury to or death of any person(s), damage to property, loss of use of property, economic loss, or otherwise occurring as a result of or allegedly caused by the CONTRACTOR'S performance of or failure to perform any services under this Agreement, or by the negligent or willful acts or omissions of CONTRACTOR, its agents, officers, directors, or employees, committed in performing any of the services under this Agreement.
If any action or proceeding is brought against Indemnitees by reason of any of the matters against which CONTRACTOR has agreed to indemnify Indemnitees as provided above, CONTRACTOR, upon notice from City, shall defend Indemnitees at its expense by counsel acceptable to City, such acceptance not to be unreasonably withheld. Indemnitees need not have first paid for any of the matters to which Indemnitees are entitled to indemnification in order to be so indemnified. The limits of the insurance required to be DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC maintained by CONTRACTOR in this Agreement shall not limit the liability of CONTRACTOR hereunder. The provisions of this section shall survive the expiration or earlier termination of this agreement.
The provisions of this section do not apply to Claims occurring as a result of the City's active negligence or acts of omission.
II. INSURANCE
CONTRACTOR shall maintain and submit certificates of all applicable insurance including, but not limited to, the following and as otherwise required by law. The terms of the insurance policy or policies issued to provide the above insurance coverage shall provide that said insurance may not be amended or canceled by the carrier, for non-payment of premiums or otherwise, without thirty (30) days prior written notice of amendment or cancellation to the CITY. In the event the said insurance is canceled, the CONTRACTOR shall, prior to the cancellation date, submit to the City Clerk new evidence of insurance in the amounts established.
Liability Insurance
During the entire term of this Agreement, the CONTRACTOR agrees to procure and maintain General Liability insurance at its sole expense to protect against loss from liability imposed by law for damages on account of bodily injury, including death therefrom, suffered or alleged to be suffered by any person or persons whomsoever, resulting directly or indirectly from any act or activities, errors or omissions, of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction, and also to protect against loss from liability imposed by law for damages to any property of any person caused directly or indirectly by or from acts or activities of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction. Such public liability and property damage insurance shall also provide for and protect the CITY against incurring any legal cost in defending claims for alleged loss. Such General, Public and Professional liability and property damage insurance shall be maintained in full force and effect throughout the term of the Agreement and any extension thereof in the amount indicated above or the following minimum limits:
Commercial General Liability Insurance, including coverage for Premises and Operations, Contractual Liability, Personal Injury Liability, Products/Completed Operations Liability, and Independent Contractors' Liability (if applicable), in an amount of not less than two million dollars ($2,000,000.00) per occurrence, four million dollars ($4,000,000.00) annual aggregate, written on an occurrence form.
Products/Completed Operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the CONTRACTOR for covered claims arising out of the actions of independent contractors. If the CONTRACTOR is using subcontractors, the policy must include work performed "by or on behalf" of the CONTRACTOR. Policy shall contain no language that would invalidate or remove the CONTRACTOR'S duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the CONTRACTOR.
Worker's Compensation Insurance
The CONTRACTOR shall procure and maintain, at its sole expense, Worker's Compensation Insurance in the amount of $1,000,000 per occurrence or in such amount as will fully comply with the laws of the State of California and which shall indemnify, insure and provide legal defense for both the CONTRACTOR and DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC the CITY against any loss, claim or damage arising from any injuries or occupational diseases happening to any worker employed by the CONTRACTOR in the course of carrying out the work within the Agreement. Such insurance shall also contain a waiver of subrogation naming the City of Santa Clarita.
Automotive Insurance
The CONTRACTOR shall procure and maintain, at its sole expense, throughout the term of this Agreement, and any extension thereof, public liability and property damage insurance coverage for automotive equipment with coverage limits of not less than $1,000,000 combined single limit for each accident. All such insurance shall be primary insurance and shall name the City of Santa Clarita as an additional insured.
Builder's Risk
Upon commencement of construction and with approval of CITY, CONTRACTOR shall obtain and maintain Builder's Risk Insurance for the entire duration of the Project until only the CITY has an insurable interest.
The Builder's Risk coverage shall include the coverages as specified below:
The named insureds shall be CONTRACTOR and CITY, including its officers, officials, employees, and agents. All subcontractors (excluding those solely responsible for design work) of any tier and suppliers shall be included as additional insureds as their interests may appear. CONTRACTOR shall not be required to maintain property insurance for any portion of the Project following transfer of control thereof to CITY.
The policy shall contain a provision that all proceeds from the Builder's Risk Policy shall be made payable to the CITY. The CITY will act as a fiduciary for all other interests in the Project.
Policy shall be provided for replacement value on an "all risk" basis for the completed value of the project.
There shall be no coinsurance penalty or provisional limit provision in any such policy. Policy must include:
(1) coverage for any ensuing loss from faulty workmanship, nonconforming work, omission or deficiency in design or specifications; (2) coverage against machinery accidents and operational testing; (3) coverage for removal of debris, and insuring the buildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the Project; (4) Ordinance or law coverage for contingent rebuilding, demolition, and increased costs of construction; (5) transit coverage (unless insured by the supplier or receiving contractor), with sub-limits sufficient to insure the full replacement value of any key equipment item; (6) ocean marine cargo coverage insuring any Project materials or supplies, if applicable; (7) coverage with sub-limits sufficient to insure the full replacement value of any property or equipment stored either on or off the site or any staging area. Such insurance shall be on a form acceptable to CITY to ensure adequacy of terms and sub-limits and shall be submitted to the CITY prior to commencement of construction.
Fire and Extended Coverage Insurance (Services involving real property only) CONTRACTOR agrees to procure and maintain, at its sole expense, during the term of this Agreement, and any extension thereof, a policy of fire, extended coverage and vandalism insurance.
Pollution Liability and/or Asbestos Pollution Liability and/or Errors & Omissions Contractors Pollution Liability and/or Asbestos Pollution Liability and/or Errors & Omissions with limit no less than $2,000,000 per claim or occurrence and $2,000,000 aggregate per policy period of one year.
Coverage must be included for bodily injury and property damage, including coverage for loss of use DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC and/or diminution in property value, and for clean-up costs arising out of, pertaining to, or in any way related to the actual or alleged discharge, dispersal, seepage, migration, release or escape of contaminants or pollutants, arising out of or pertaining to the services provided by CONTRACTOR under this Agreement, including the transportation of hazardous materials or contaminants.
Professional Liability (if Design-Build)
Professional Liability Insurance, insuring against professional errors and omissions arising from CONTRACTOR'S work on the Project, in an amount not less than [$2,000,000] combined single limit for each occurrence. If CONTRACTOR cannot provide an occurrence policy, CONTRACTOR shall provide insurance covering claims made as a result of performance of work on this Project and shall maintain such insurance in effect for not less than three years following final completion of the Project.
Waiver of Subrogation
All insurance coverage maintained or procured pursuant to this Agreement shall be endorsed to waive subrogation against the CITY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow CONTRACTOR or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. CONTRACTOR hereby waives its own right of recovery against the CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants.
Separation of Insureds
A severability of interests provision must apply for all additional insureds ensuring that CONTRACTOR'S insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer's limits of liability. The policy(ies) shall not contain any cross-liability exclusions.
Pass Through Clause
CONTRACTOR agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by CONTRACTOR, provide the same minimum insurance coverage and endorsements required of CONTRACTOR. CONTRACTOR agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. CONTRACTOR agrees that upon request, all Agreements with consultants, subcontractors, and others engaged in the project will be submitted to the CITY for review.
Self-Insured Retentions
Any self-insured retentions must be declared to and approved by the CITY. The CITY reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by the CITY.
Primary and Additional Insured
All of such insurance shall be primary and shall name the City of Santa Clarita as additional insured. A Certificate of Insurance and an additional insured endorsement (for general and automobile liability), evidencing the above insurance coverage with a company acceptable to the City's Risk Manager shall be submitted to the CITY prior to execution of this Agreement on behalf of the CITY.
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC Requirements
Should CONTRACTOR, for any reason, fail to obtain and maintain the insurance required by this Agreement, CITY may obtain coverage at CONTRACTOR'S expense and deduct the cost of such insurance from payments due to CONTRACTOR under this Agreement or terminate. In the alternative, should CONTRACTOR fail to meet any of the insurance requirements under this Agreement, CITY may cancel the Agreement immediately with no penalty.
Should CONTRACTOR'S insurance required by this Agreement be canceled at any point prior to expiration of the policy, CONTRACTOR must notify CITY within 24 hours of receipt of notice of cancelation.
Furthermore, CONTRACTOR must obtain replacement coverage that meets all contractual requirements within 10 days of the prior insurer's issuance of notice of cancelation. CONTRACTOR must ensure that there is no lapse in coverage.
If the operation under this Agreement results in an increased or decreased risk in the opinion of the City's Risk Manager, then the CONTRACTOR agrees that the minimum limits herein above designated shall be changed accordingly upon request by the City's Risk Manager.
The CONTRACTOR agrees that provisions of this paragraph as to maintenance of insurance shall not be construed as limiting in any way the extent to which the CONTRACTOR may be held responsible for the payment of damages to persons or property resulting from the CONTRACTOR'S activities or the activities of any person or persons for which the CONTRACTOR is otherwise responsible.
I have read and understand the above requirements and agree to be bound by them for any work performed for the City.
alke
Authorized Signature: Date: 2/9/2022
Printed Name:/James Wu-Vice President
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
PROPOSAL FORM
Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. MO144SS
City of Santa Clarita, California
TO THE CITY OF SANTA CLARITA, AS CITY:
In accordance with CITY's NOTICE INVITING 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 therefore, 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. If this proposal is accepted for award, BIDDER agrees to enter into a contract with CITY 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 CITY 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 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 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 price(s) bid include all appurtenant expenses, taxes, royalties, and fees for the project's duration. In 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's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the CITY and this bid and the acceptance hereof may, at the CITY's option, be considered null and void.
Company Name: Pavement Coatings Co.
Company Address: 10240 San Sevaine Way
Jurupa Valley, CA 91752
Phone: 714-826-3011
Email: [email protected]
By: James Wu
Print Name
Title: Vice President
h
Signature: Fath
Date: 218/2022
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
REFERENCES
Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
1. City of Irvine- 1 Civic Center Plaza Irvine, CA 92623-9575 Name and Address of Owner / Agency
Anthony Caraveo-949-724-6000
Name and Telephone Number of Person Familiar with Project 6,957,756 Slurry Seal 10/8/2020
Contract Amount Type of Work Date Completed
County of San Diego - 5560 Overland Ave. Suite 270 San Diego, CA 92123-1204 Name and Address of Owner / Agency
Sam Tradous - 858-505-6367
Name and Telephone Number of Person Familiar with Project 3,736,432 Slurry Seal and Chip Seal 1/21/2020
Contract Amount Type of Work Date Completed
County of Riverside- 4080 Lemon St., 8th Floor Riverside, CA 92501 Name and Address of Owner / Agency
Hector Davilla - 951-955-6740
Name and Telephone Number of Person Familiar with Project 2,022,613 Slurry Seal, Micro-Surfacing, Chip Seal 6/30/2019 Contract Amount Type of Work Date Completed
The following are the names, addresses, and telephone numbers of all brokers and sureties from whom bidder intends to procure insurance bonds: Adamson and McGoldrick- 1150 E. Orangethorpe Ave. Placentia, CA 92870/ 714-257-9833 The Ohio Casualty Insurance Co.- 790 The City Drive South, Suite 200, Orange, CA 92868 / 714-634-3311 Addendum No. 1
February 10, 2022
Addendum No. 1
BID # ENG-21-22-M0144SS
City Project No. M0144SS
21-22 Annual Slurry Seal Project MO144SS
This addendum must be acknowledged via BidNet and should be included with the bid response.
The purpose of this addendum is to address the following for this bid:
I. UPDATED AWARD LANGUAGE FOR BID SCHEDULES
1. This project will be awarded based on base bid plus all alternates.
II. ADDITIONAL BID SUMMARY
1. Please see the attached updated bid schedules for the Base Bid, Alt 2 - C27, Alt 3 - N9, and Alt 4 - N11.
2. Please see the attached Bid Schedule Summary to be included with the bid response.
III. UPDATED SPECIAL PROVISIONS
1. Please see the updated Section G - Special Provisions.
IV. UPDATED PLANS
1. Please see the updated plan sheets.
Approved:
2/10/2022
Damon Letz
City Engineer
BID # ENG-21-22-M0144SS
Addendum No. 1
February 10, 2022
END OF ADDENDUM
his addenaum must be acknow edged via BidNet and should be included with the response. 2/14/2022
James Wu- Vice President Date
Pavement Coatings Co.
Company Name
BID # ENG-21-22-M0144SS
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SPECIAL PROVISIONS - TECHNICAL
(Standard Specification for Public Works Construction)
SECTION F1 - GENERAL CONSTRUCTION INFORMATION
F1-1 LOCATION AND SCOPE OF WORK
The work to be performed consists of the CONTRACTOR furnishing all materials, equipment, tools, labor, and incidentals necessary for the construction of the proposed project, complete in place in accordance with the contract drawings and specifications and subject to the terms and conditions of the Agreement.
The work to be performed includes, but is not limited to furnishing all materials, equipment, tools, labor, and incidentals as required by the plans, specifications, and contract documents for the reconstruction or repair of city streets at various locations throughout the City of Santa Clarita.
See project plans and details for more detailed description of the location of the various sites. The work includes:
Saw-cutting; excavation, removal and disposal of the AC roadway section; cold milling and disposal of AC pavement; replacement and compaction of subsurface material; setup and maintenance of traffic control system; placement of AC pavement material; crack sealing, placement of fiberized slurry seal and micro-surfacing materials; placement of double seal coat; replacement of traffic striping and markings; and clean up of the project area.
CONTRACTOR shall provide safe and adequate pedestrian access at all times. Vehicular movement at and around all construction sites shall be provided and maintained at all times.
Approved barriers and signs (traffic flagging personnel, if necessary, shall be furnished and utilized by the CONTRACTOR to ensure safety and public access to businesses at all times.
F1-2 NOTIFICATIONS
The CONTRACTOR shall notify the AGENCY not less than (2) working days prior to start of work.
The CONTRACTOR shall also call Underground Service Alert at (800) 227-2600 as required.
The General Contractor is in charge of notifications including any and all subcontractor's work.
If the closing or opening (either partial or full) of a street or alley within the City of Santa Clarita is approved by the Engineer, the CONTRACTOR shall notify the following City Departments at least twenty-four (24) hours prior to the schedule closing or opening.
City of Santa Clarita Public Works Inspection (661) 255-4948 Los Angeles County Sanitation Department (818) 458-5100 Los Angeles County Sheriff Department (Santa Clarita) (661) 255-1121 Los Angeles County Fire Department (Santa Clarita) (661) 286-8821 U.S. Post Office, Santa Clarita (661) 254-3270
City of Santa Clarita Transit Division (Grace Ferguson) (661) 295-6308 F 1
The Contractor must notify the City's Landscape Maintenance Districts (LMD) for valve shutoff 72 hours in advance, otherwise Contractor shall pay for emergency shut off.
Valves to be shut off in phases approved by LMD.
F1-3 EMERGENCY INFORMATION
The names, addresses, and telephone numbers of the CONTRACTOR and SUBCONTRACTORS shall be filed with the City and the County Sheriff's Department on the day of the pre-construction meeting.
F1-4 UTILITY COMPANY INFORMATION
For utilities of AT&T, please contact Bryan Montgomery at 661-267-7525 for coordination.
For utilities of Charter Communications, please contact Tim Monson (Construction Coordinator) at 661-810-6016 for coordination.
For utilities of Sanitation Districts of Los Angeles County, please contact Superintendent of Maintenance at 661-257-4809 a minimum of three (3) working days prior to the start of any work involving Sanitation Districts of Los Angeles County's facilities for coordination. Additional requirements from the Sanitation Districts can be obtained from the City.
For utilities of Santa Clarita Water Divisions (SCWD), please contact Josh Gilliam at 661-259- 3610 x235 a minimum of five (5) working days prior to the start of any work involving SCWD's facilities for coordination. SCWD's inspector to be on site during work. Valve slip cans and lids as needed can be picked up from SCWD's Warehouse. Materials provided by the contractor, if necessary, must be approved by SCWD before any adjustments and/or removals of existing SCWD property(s) are made.
For utilities of Southern California Gas Company (So Cal), please contact David Ferguson at 661- 524-1128 for coordination. So Cal's inspector to be on site during work.
For utilities of So Cal Edison (SCE), SCE will adjust their own facilities once paving is complete.
Please contact Evan Bryan at 805-575-6319 for coordination.
F1-5 PROTECTION OF OAK TREES
Oak trees greater than one inch (1) in diameter are protected by City ordinances.
CONTRACTOR shall protect all oak trees within the project limits. An orange construction fence shall be placed 5 feet from the drip line of all oak trees within the project area for the duration of the project. CONTRACTOR shall maintain the fence so that no work is permitted within 5 feet of the drip line of any oak tree. Any damage to protected oak trees during the construction period is the responsibility of the CONTRACTOR and may result in fines to the CONTRACTOR.
If no bid item is included in the bid schedule, Protection of Oak Trees shall be included in the various items of work and no additional compensation will be allow therefore.
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F1-6 RECYCLING PLAN
Within 7 days of award of Contract, the CONTRACTOR shall submit a Construction and Demolition Materials Management Plan (C&DMMP) in accordance with Chapter 15.46, Construction and Demolition Materials Management, of the City of Santa Clarita Municipal Code.
This plan shall outline the quantity of inert material (including dirt, rock, brick, sand, and gravel) and construction material that may be recycled or reused and the possible recycling methods.
The C&DMMP must be approved by the Environmental Services Division prior to construction. A sample C&DMMP is provided in Exhibit A.
When preparing the C&DMMP, the CONTRACTOR must name the hauler or haulers that the CONTRACTOR plans on using for the project. The CONTRACTOR must use a hauler that currently has a franchise agreement with the City of Santa Clarita (see Exhibit A for a list of franchised haulers). CONTRACTORS are urged to contact the Environmental Services Division at (661) 286-4098 if there are any questions prior to the submission of the C&DMMP. If the CONTRACTOR selects to self-haul, the CONTRACTOR must name the facility where the material is going to be hauled on the C&DMMP.
In accordance with Chapter 15.46, Construction and Demolition Materials Management of the City of Santa Clarita Municipal Code, at least fifty percent (50%) of all Construction and Demolition Materials and Inert Wastes from construction, demolition, grading, and renovation projects shall be diverted from landfills. At least 50% of the construction and demolition materials on this project must be recycled. All weight tickets and estimates of materials shall be given to the city's project inspector.
All surplus material shall become the property of the CONTRACTOR and shall be disposed of at the CONTRACTOR'S expense. All materials removed from the work area to be disposed off site unless otherwise specified. CONTRACTOR shall dispose of all debris in full compliance with all government regulations having jurisdiction.
All vegetation, trash, demolished structures and pavement materials shall be removed in clearing and site maintenance operations and shall become the property of the CONTRACTOR and shall be disposed of outside the site of the work and at the expense of the CONTRACTOR.
The CONTRACTOR shall keep the project site clean and free from rubbish and debris at all times, as well as any adjacent areas, which are affected by the construction operations.
F1-7 ORDER OF THE WORK
CONTRACTOR is responsible for coordinating with the City's CIP Project Manager, Ramiro, at (661) 857-7211.
All tree root removals and PCC repairs on a particular street must be constructed and accepted by the Agency prior to the construction of the street overlay. CONTRACTOR is responsible for coordinating with the contractors who are awarded City Project No. M0144 - Annual Overlay Projects.
At no time shall a milled pavement surface be opened to traffic. Milled pavement surfaces shall be paved back with the asphalt concrete base or leveling course immediately after milling and base repairs (digouts) have been completed.
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F1-8 PROSECUTION OF WORK
Once started, the contractor shall continuously work on the project until completion. Other than for inclement weather, work shall not be discontinued unless notification is provided to the City at least 72 hours in advance. Such notification of work suspension shall include the exact date when work will be suspended and the date when work will resume. Failure to notify the City of work suspension will subject the contractor to a $900/per working day inspection charge for each day work is suspended without the required notification.
No work suspension due to material and/or equipment issues will be allowed. All work suspension not approved by the City's Project Manager will subject the contractor to a $5,000/per working day charge.
At any time during construction, the slurry seal application may only be treated at one location. Contractor shall finish the slurry seal treatment completely in one work area before moving to the next work area.
A Project Manager with qualifications for the scope of work will need to be on site during the duration of construction. Contractor cannot assign a field personnel to be the Project Manager with no experience. The General Contractor's Representative, the non-working foreman, shall be on site, and on call, at all times and in coordination with subcontractors. The Project Manager, and all working foreman and non-working foreman shall attend the mandatory kick-off meeting.
The contractor is responsible for having a qualified representative for each subcontractor attend all meetings.
Failure to follow the above requirements will result in, but not limited to, a liquidated damage of $1,000 per day per incident unless otherwise specified.
Failure to have a prime contractor on site for subcontractor's work will result in a liquidated damage of $1,000 per day per subcontractor per work area.
The City can at any time request a more experienced or qualified foreman and/or operator when work performance is not being met for a certain skill.
All liquidated damages occurring on arterials will be increased to $5,000.
F1-9 STORM WATER POLLUTION PREVENTION - BMP PLAN
The Contractor shall prepare and submit in accordance with Section 7-8.6 of the Standard Specifications a BMP Plan in conformance with the requirements of the Waste Discharge Requirements for Municipal Separate Storm Sewer System (MS4) Discharges within the Coastal Watersheds of Los Angeles County, except those Discharges Originating from the City of Long Beach MS4 (Order No. R4-2012-0175, NDES No. CAS004001), including section V1.0 .8.i.v., Table 16 (below), are the minimum required BMPs for roadway paving or repair. These 12 BMPs shall be implemented, as applicable, for the proposed activities.
No. Table 16 BMP Description CASQA BMP No.
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1. Restrict paving and repaving activity to exclude periods of rainfall EC-1, Scheduling or predicted rainfall unless required by emergency conditions.
NS-3, Paving & Grinding Operations
2. Install gravel bags and filter fabric or other equivalent inlet SE-10, Drain Inlet Protection protection at all susceptible storm drain inlets and at manholes to prevent spills of paving products and tack coat. SE-6, Gravel-bag Berms NS-3, Paving & Grinding Operations
3. Prevent the discharge of release agents including soybean oil, NS-3, Paving & Grinding Operations other oils, or diesel to the storm water drainage system or receiving WM-2, Material Use
WM-4, Spill Prevention & Control
4. Minimize non storm water runoff from water use for the roller and NS-1, Water Conservation for evaporative cooling of the asphalt.
NS-3, Paving & Grinding Operations
5. Clean equipment over absorbent pads, drip pans, plastic sheeting NS-3, Paving & Grinding Operations or other material to capture all spillage and dispose of properly.
NS-8, Vehicle & Equipment Cleaning
WM-4, Spill Prevention & Control
6. Collect liquid waste in a container, with a secure lid, for transport NS-3, Paving & Grinding Operations to a maintenance facility to be reused, recycled or disposed of properly. WM-6, Hazardous Waste Management
7. Collect solid waste by vacuuming or sweeping and securing in an NS-3, Paving & Grinding Operations appropriate container for transport to a maintenance facility to be reused, recycled or disposed of properly. SE-7, Street Sweeping & Vacuuming
8. Cover the "cold-mix" asphalt (i.e., pre-mixed aggregate and NS-3, Paving & Grinding Operations asphalt binder) with protective sheeting during a rainstorm.
WM-3, Stockpile Management
9. Corerad skith tarp before haul-off to a storage site, and do not NS-3, Paving & Grinding Operations WE-1, Wind Erosion Control
10. Minimize airborne dust by using water spray or other approved NS-3, Paving & Grinding Operations dust suppressant during grinding.
WE-1, Wind Erosion Control
1. Asphalt gripings moleras or sedime in or alar simia late NS-3, Paving & Grinding Operations drainage system or receiving waters. WM-1, Material Delivery & Storage WM-3, Stockpile Management
12. Protect stockpiles with a cover or sediment barriers during a rain. NS-3, Paving & Grinding Operations F 5
WM-3, Stockpile Management
The BMP Plan is to be implemented prior to the start of work. See Section 7-8.6 Water Pollution Control/Storm Water Pollution Prevention in Section E-Special Provisions for additional information.
Temporary AC is subject to raveling. When temporary AC is being used, a street sweeper shall be scheduled to remove all debris caused by the raveling. The sweeper shall operate continuously until the raveling has stopped or the temporary AC has been removed.
All flow lines shall be left unimpeded and no material, including AC cold mix, waste AC, road base, or soil, shall be placed in the flow line.
Disturbance to non-stabilized surfaces at staging and storage areas shall be minimized. These areas will only be large enough to run an efficient and safe operation. They shall be surrounded with temporary construction fence if no fence or barrier is present.
Should sand be used on fresh AC surfaces, the excess sand shall be removed by either sweeper, broom, or vacuum. Washing sand away is not permitted.
Upon completion of the project ALL disturbed-soil areas, including the construction staging area, shall be stabilized with materials providing soil stabilization for a minimum of one year. These materials shall be approved by the ENGINEER. Stabilization items are required to be implemented prior to the project acceptance by the City's Project Manager. No BMPs may contain plastic.
Failure to comply with any required environmental standards will subject the Contractor to liquidated damages in the amount of $1,000 per day per deficiency.
The LUMP SUM price paid for "STORM WATER POLLUTION CONTROL PROGRAM" shall include but not be limited to all costs associated with installation, maintaining, removal of BMPs and record keeping and reporting as required by the latest regulations. Payment will be made as follows:
a. Fifty percent (50%) of the total amount bid for Implement BMP Plan and Maintain BMPs will be paid with the first progress payment after at least five percent (5%) of the original Contract Amount for other items of work has been performed.
When at least ten percent (10%) of the original Contract Amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Implement BMP Plan and Maintain BMPs paid to seventy-five percent (75%) of the total amount bid for Implement BMP Plan and Maintain BMPs.
C. When at least twenty percent (20%) of the original Contract Amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Implement BMP Plan and Maintain BMPs paid to ninety percent (90%) of the total amount bid for Implement BMP Plan and Maintain BMPs.
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d. Upon substantial completion, one-hundred percent (100%) of the remaining ontract price paid for Implement BMP Plan and Maintain BMPs will be ncluded in the estimate for payment
e. The City's Project Manager will retain an amount equal to 25 percent of the estimated value of the contract work performed during estimate periods in which the CONTRACTOR fails to conform to the provisions in this section "Water Pollution Control" as determined by the City's Environmental Specialist. • The City's Environmental Specialist shall inspect the work areas weekly, or as required, and the deficient item list will be issued if correction(s) is/are needed. Corrections shall be made within 3 working days. Once the deficient item is corrected and approved by the City's Environmental Specialist, the withheld money will be released to the Contractor.
SECTION F2 - CONSTRUCTION MATERIALS AND METHODS
F2-1 MOBILIZATION, BONDS & INSURANCE
The LUMP SUM price paid for "MOBILIZATION, BONDS & INSURANCE" shall include all costs associated with insurance, bonds, required permits and fees, shop drawings, moving onto the job (mobilization), moving off the job (demobilization), preparation of project schedule, project phasing, supervision, coordination of concurrent work with other CONTRACTORS, meetings, and "as-built" plans required to perform the Work indicated in the plans and specifications.
The price for mobilization shall not exceed 3% of the total bid items exclusive of the cost for Mobilization.
Payment will be made as follows:
a. Fifty percent (50%) of the total amount bid for Mobilization will be paid with the first progress payment after at least five percent (5%) of the original Contract Amount for other items of work has been performed b. When at least ten percent (10%) of the original Contract Amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization paid to seventy-five percent (75%) of the total amount bid for Mobilization.
When at least twenty percent (20%) of the original Contract Amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization paid to ninety percent (90%) of the total amount bid for Mobilization. . Upon substantial completion. one-hundred percent (100%) of the remainin ontract price naid for Mobilization will be included in the estimate fo payment.
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F2-2 TRAFFIC CONTROL
F2-2.1 SCOPE
Work to be performed under this Section covers all labor, materials, tools, equipment, transportation and incidentals necessary to maintain and control all pedestrian and vehicular traffic through the construction site. In addition, this work shall include all work as outlined in Section 7-10 of these Contract Documents.
All such work shall conform to the applicable provisions of the Standard Specifications and these Special Provisions.
The criteria for controlling traffic movements in the work areas are contained in the latest Work Area Traffic Control Handbook, published under the authority of the Watch Committee of Public Works Standards, Inc. The manual prescribes MINIMUM standards for the application of uniform traffic control devices such as traffic cones, barricades, regulatory signs, warning signs and guide signs. The CONTRACTOR shall have at the worksite a copy of The California Manual on Uniform Traffic Control Devices (CA MUTD), latest Edition and shall comply with its provisions.
At no time shall any roadway that is to be repaired as part of this project be closed to traffic, pedestrian or vehicular, unless approved by the City. If the closing or opening either partial or full) of a street within the City of Santa Clarita is approved by the Engineer, the CONTRACTOR shall notify the City Public Works Inspector assigned to the project and local authorities at least 24 hours prior to the schedule closing or opening.
The CONTRACTOR shall provide and maintain traffic control devices at all times in accordance with the Standard Specifications, these project Special Provisions, and as directed by the City Engineer.
At no time is any business or residence to be without access unless otherwise approved.
Traffic striping shall be replaced in between treatments and upon the finished surface at the original location before being opened to traffic, unless shown otherwise on the improvement plan.
Pavement arrows, messages, and limit lines shall be installed per City standards.
Temporary traffic markers shall be spaced at a maximum of 24' apart.
All traffic signs shall be reflectorized and shall conform to the City of Santa Clarita's specifications.
Installation shall conform to Caltrans standard plans and CA MUTCD.
F2-2.2 TRAFFIC CONTROL PLAN
Two Weeks prior to starting any construction work, the CONTRACTOR shall submit to the Engineer for his review, a detailed traffic maintenance and control plan for the various affected project sites or streets. The traffic control plans shall be in accordance to Section E 7-10.1.1, Engineering Traffic Control Plan, of this project manual. No work may commence in any area until the Traffic Control Plan has been approved by the City Traffic Engineer. Failure to provide the City with the required traffic maintenance and control plans at the specified time will subject the Contractor to liquidated damages in the amount of $1,000 per day the submittal of the traffic maintenance and controls plans is delayed.
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Soft closures shall be avoided at all costs; however, if a soft closure is required, and approved by the City, the Contractor shall submit a revised TCP for approval.
Road detours shall be the sole responsibility of the Contractor for all work including those of the subcontractors.
Crew assigned for traffic control may only be on traffic control duty and cannot perform other types of work. For work on arterials, contractor shall provide a 3rd party company for traffic control support at no additional cost if the City's Project Manager deems the requirements are not being met.
F2-2.3 CONSTRUCTION SIGNING
Construction signing shall consist of furnishing, installing, maintaining, and removing construction temporary guide markers, barricades. Construction signing shall meet the requirements set forth in The CA Manual on Uniform Traffic Control Devices (MUTD), latest Edition, and these Special Provisions.
Flagmen will be required to direct traffic during construction. In addition, after bituminous materials are applied, pilot cars may be required, as directed by the Engineer, to control traffic to a speed below 20 mph to ensure traffic safety.
F2-2.4 TRAFFIC MAINTENANCE
The CONTRACTOR shall be responsible for handling vehicular and pedestrian traffic in accordance with Subsection 7-10 of the Standard Specifications and these Special Provisions.
Vehicular traffic must be maintained at all times to all businesses and residences, except as noted below.
CONTRACTOR shall provide a knowledgeable, full time, on site, individual, whose sole task is controlling AC delivery truck traffic. This person shall ensure that trucks do not enter the work area until the proper time of loading and off load is required by the paving and grinding crew. Further, this person will report the presence of any tracked material from the work area to the Owners Representative and the Project Manager for immediate clean up by the CONTRACTOR.
For towing vehicles parked at no parking zones, contact the City's Parking Enforcement Supervisor, Justin Hillemann at 661-255-4351
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The CONTRACTOR shall coordinate working hours
with City Project Manager. Working lane widths
shall be approved by the City. This location shall be
done at night and an engineered traffic control
detour plan shall be submitted by the Contractor and
approved by the City prior to beginning any work.
Night work hours shall be from 8:00 PM to 4:30 AM.
CONTRACTOR shall only grind and place
temporary striping that can be completed and open
to traffic by 4:30 AM. No exposed milled surfaces
Valley Center Drive from can be open to traffic at any time. Contractor to Soledad Canyon Road to provide staging area proposed location for Golden Valley Road equipment for City's approval. Deviations will only be allowed as approved by the City. Provide flagmen
continuously at affected intersections as well as
beginning and end of restricted traffic control area.
All flagmen and foreman shall be in radio contact
with each other to coordinate work and provide a
safe work zone.
The CONTRACTOR shall notify HOAs, businesses,
hospitals, and senior facilities 72 hours prior to any
lane closures. At least 8 CMS will be required during
lane closures.
Special Instructions for Night Work
Contractor shall not be responsible for inspection costs for non-standard time/day work as approved by the Engineer. Days of night work shall be Monday through Friday. No work will occur between 4:30 AM Saturday morning and 8:30 PM Monday evening, with the exception of grinding and jackhammering operations without prior approval from the Project Manager. Extended hours for grinding work may be allowed if approved by the City Traffic Engineer.
Night time grind and jackhammer hours are from 7:00 PM to 11:00 PM.
Equipment shall have two backup alerts, one for day work and one for night work, and must meet all local, state, and federal safety regulations.
Special Instructions for School Zones
CONTRACTOR shall complete work with school zones prior to the start of the school year.
This includes any work within 1,000 feet of a school, roadways leading directly to a school, or street having a school.
CONTRACTOR shall notify school district and coordinate work as to maximize safety and minimize inconvenience. This includes any work within 1,000 feet of a school, roadways leading directly to a school, or street having a school. If at all possible, such work shall be scheduled after school is released for summer session. Work in school zones shall be prohibited from 7:00 a.m. to 9:00 a.m. and from 2:00 p.m. to 4:00 p.m. on weekdays when school is in session. Work is also prohibited in school zones during the first week of school.
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The CONTRACTOR shall coordinate with the following School Districts at least forty-eight (48) hours prior to the schedule closing or opening of streets.
Hart District (661) 259-0033
Newhall School District (661) 291-4000
Saugus Union School District (661) 294-5300
Sulphur Springs Union School District 661) 252-5133
Special Instructions for Traffic Loop Detectors
Prior to beginning the work, CONTRACTOR shall disarm loop detectors and set signals to automatic timing mode. This work shall be coordinated through City Personnel. Actual work may be performed by City or other agency personnel. CONTRACTOR shall be responsible for disarming traffic loop detectors and setting signals to automatic timing for those signals whether performed by City of other agency personnel, or by CONTRACTOR'S personnel.
Special Instructions for Bus Route
The CONTRACTOR shall notify Santa Clarita Transit at least forty-eight (48) hours prior to the schedule closing or opening of streets. The City will subject the Contractor to liquidated damages in the amount of $1,200 per day for each missed notification.
Special Instructions for Staging and Haul Route
All haul routes and staging areas for the work shall be submitted to the City for approval.
The CONTRACTOR shall be responsible for developing specific detailed traffic control plans for these circumstances as required in Section F2-2.2 above.
The CONTRACTOR shall notify the Engineer of his intention to begin work at least three (3) working days before starting any work at each street location. The CONTRACTOR shall cooperate with the Engineer relative to handling traffic through the areas and shall make his own arrangements relative to keeping the working area clear of parked vehicles and to clear access to driveways. Contact the City's Parking Enforcement for towing vehicles.
At intersections, if a cross street needs to be temporarily closed when work is in progress through the intersection, and the anticipated traffic delay is more than five minutes, a detour sign shall be installed on the cross street and shall include the installation of advance signing displaying the anticipated delay time. The signing shall be reviewed by the Engineer.
CONTRACTOR'S equipment and personal vehicles of the CONTRACTOR'S employees shall not be parked on the traveled way nor on any street where traffic is restricted at any time. If construction equipment is parked in the parking lanes overnight, barricades and other suitable warning devices shall be required.
F2-2.5 PORTABLE DELINEATORS
Portable delineators shall be either cones or tubular markers.
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Delineators to be used at night or in low light conditions shall be reflectorized. The minimum height of either cones or tubular markers shall be 37 inches above the road surface.
All portable delineators shall comply with the current version of the Caltrans Traffic Manual.
The portable delineators shall be spaced as necessary for proper delineation; however, in no case shall the spacing between portable delineators exceed 50 feet on tangents or 25 feet on curves.
F2-2.6 CHANGEABLE MESSAGE SIGNS (CMS)
Contractor shall, for the duration of the contract, supply 6 CMS to be placed at locations at the direction of the Engineer. The locations of the CMS shall be shown on the Traffic Control Plan.
CMS shall be installed a minimum of 7 days prior to beginning of any work as part of this contract.
Contractor to provide 2 extra, on standby, CMS for use during schedule changes. Messages on the CMS shall be corrected for any error as soon as noted and must be done prior to the end of the day the error was noted.
F2-2.7 RESTRICTIONS ON CLOSURE OF TRAFFIC LANES
The streets shall be open for use by public traffic on Saturday, Sunday, and any day designated by the City as a legal holiday, after 3 p.m. on Friday, after 3 p.m. on the day preceding a designated legal holiday, and when construction operations are not actively in progress on working days. During daily construction operations, there may be certain a.m. and p.m. peak traffic hours that may require the CONTRACTOR to alter and/or modify his construction schedule to complete the work so as to have the least impact the public convenience if determined by the engineer.
The General Contractor shall ensure that no one drives into road closures.
F2-2.8 PAYMENT
The payment for "TRAFFIC CONTROL" will be made on a LUMP SUM basis.
The contract lump sum price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in maintaining and controlling traffic, complete in place, including changeable message signs, as specified in the Standard Specifications and these Special Provisions.
Payment will be made as follows:
Fifty percent (50%) of the total amount bid for Maintaining and Controlling Traffic will be paid with the first progress payment after at least five percent (5%) of the original Contract Amount for other items of work has been performed.
b. When at least ten percent (10%) of the original Contract Amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Maintaining and Controlling Traffic paid to seventy-five percent (75%) of the total amount bid for Maintaining and Controlling Traffic.
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c. When at least twenty percent (20%) of the original Contract Amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Maintaining and Controlling Traffic paid to ninety percent (90%) of the total amount bid for Maintaining and Controlling Traffic.
d. Upon substantial completion, one-hundred percent (100%) of the remaining contract price paid for Maintaining and Controlling Traffic will be included in the estimate for payment.
F2-3 ROADWAY PREPARATION
F2-3.1 SCOPE
Roadway Preparation shall conform to Section 300-1 of the Standard Specifications, and as modified by the following Special Provisions and the plans.
The work under this section consists of preparing the roadway prior to the resurfacing or reconstruction. Such work shall include controlling nuisance water, sweeping, watering, removal of all raised pavement markers, removing thermoplastic pavement markers, removing rubber speed bumps and storing them at a safe location agreeable to the City until replacement, and removing loose and broken asphalt concrete pavement and foreign material, including existing weed growth as specified in these Special Provisions and as required by the Engineer. The Storm Water Pollution Control Program is to be implemented prior to the start of work. Any roadway area that contains existing weed growth shall be treated with an E.P.A. approved herbicide composed of glyphosate and oryzaline, combined and applied according to label directions.
Contractor shall pothole for shallow utilities that may be in conflict with work. Contractor shall submit results to the City at least 2 weeks prior to start of any excavation work to provide sufficient time to resolve any issue that may be encountered.
F2-3.2 MEASUREMENT AND PAYMENT
Payment for Roadway Preparation shall be included in the prices bid for other items of work and no additional compensation will be allowed therefore unless noted on Plans and bid proposal as accordance with the Standard Specifications and these Special Provisions.
F2-4 CRACK SEAL
F2-4.1 GENERAL
This work shall consist of mechanically routing cracks, cleaning, applying sterilent, and filling the racks with rubber asphalt joint seal as specified in these special provisions, and as directed b he Enaneer. All cracks 1/8 of an inch wide or wider shall be seale F 13
F2-4.2 MATERIALS
The crack sealant shall be a mixture of paving asphalt and ground rubber and shall conform to ASTM D 5078, Type II. The crack seal product shall conform to the following requirements:
Test Specification Limit
Cone Penetration 77°F(25°C)(ASTM D5329) 35-55
Resilience (ASTM D5329) 40% min.
Softening Point (ASTM D36) 200°F(93°C) min.
Ductility 77°F(25°C)(ASTM D5113) 30 cm min.
Flexibility (ASTM D3111 Modified) Pass at 20°F(-7°C)
Flow 140°F(60°C)(ASTM D5329) 3mm max.
Brookfield Viscosity 400°F(204°C)(ASTM D2669) 100 Poise max.
Asphalt Compatibility (ASTM D5329) Pass
Bitumen Content (ASTM D4) 60% min.
Tensile Adhesion (ASTM D5329) 500% min.
Safe Heating Temperature 400°F(204°C)
Recommended Pour Temperature 380°F(193°C)
F2-4.3 CONSTRUCTION
During all construction operations, the CONTRACTOR shall protect cracks cleaned for sealing from intrusions of solid foreign materials into the groove or into the sealant.
Immediately prior to applying the sealant, the cracks shall be mechanically routed and then cleaned with high pressure air jets to remove all residue and foreign material. Cracks wider than 1/4 inch do not need to be routed prior to crack filling. Any weed growth shall be physically removed. Any areas indicating weed growth shall be treated with a soil sterilent. Water jets will not be allowed. Crack surfaces shall be surface dry at the time the sealant is applied. The CONTRACTOR shall submit a product information sheet on the sterilent to be used.
Crack seal materials shall be placed in conformance with the manufacturer's recommendations.
Crack seal materials shall not be placed when the surface temperature is below 50 degrees Fahrenheit.
The finished crack seal shall be bonded to the crack such that there is no separation or opening between the sealant and the crack edge and there shall be no cracks, separation or other opening in the sealant.
The CONTRACTOR shall remove crack seal material that is not placed within the conformance of these provisions, clean cracks as specified herein and then reseal the cracks at his expense.
F2-4.4 MEASUREMENT AND PAYMENT
The measurement and payment for crack filling shall be included in the contract unit price for Fiberized Slurry Seal.
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F2-5 DIGOUTS OR REMOVE & REPLACE
F2-5.1 GENERAL
The work of Digouts or Remove & Replace consists of removing the existing asphalt concrete and base if necessary to the specified depth by cold planing.
F2-5.2 MATERIALS
Asphalt concrete for Digouts or Remove & Replace shall be C2 and conform to Section F2-7.
Asphalt concrete binder shall be PG 64-10 unless specified on the plans or approved by the engineer.
F2-5.3 CONSTRUCTION
The Engineer shall mark the locations of each digout. The asphalt concrete shall be removed to a uniform depth as specified. The edges of the removal area shall be sawcut or vertical grind. Any removed material shall be removed from the site.
After completion of the full-width milling operations, the asphalt concrete within the marked digout/base repair areas shall be removed to a uniform depth as specified. The edges of the removal area shall be saw cut or vertical grind. Any removed material shall be removed from the site. Materials, within 3 inches, underneath the specified removal depth that are displaced during the milling operations shall be replaced and compacted with asphalt concrete as specified in Subsection 302-5 of the Standard Specifications and these Special Provisions.
If base rock is exposed, the surface shall be compacted and proof-rolled in the presence of the Engineer or designated representative. The pavement area shall be cleaned and tack coated in accordance with Section F2-6. Asphalt concrete shall be placed and compacted as specified in Subsection 302-5 of the Standard Specifications.
On areas where the underlying material appears to be wet or soft, or where it deflects under wheel loads, the CONTRACTOR shall employ excavation and grading techniques which do not worsen the subgrade condition.
Prior to placing asphalt concrete, the area shall be proof-rolled with a loaded construction vehicle, preferably a ten cubic yard dump truck or equivalent. The compacted surface shall not visibly yield or deflect. Soft, yielding, unstable, or unsuitable areas shall be removed and replaced with base rock or asphalt concrete. If the areas were caused or significantly worsened by the CONTRACTOR's operations, these areas shall be replaced at the CONTRACTOR's expense.
In the event that the underlying material is soft, yielding, unstable, or unsuitable, it shall be excavated to the depth of 0.5 feet below the depth required above and disposed of in accordance with these Special Provisions. The limits of removal shall be designated by the Engineer. The resulting space shall be filled with a single lift of asphalt concrete.
Unsuitable material is defined as material the Engineer determines to be:
1. Of such unstable nature as to be incapable of being compacted to specified density using ordinary methods at optimum moisture content, or F 15
2. Too wet to be properly compacted and circumstances prevent in-place drying prior to incorporation into the work, or
3. Otherwise unsuitable for the planned use.
Remove only what can be replaced during the same work period. For digout or remove & replace areas, temporary striping must be placed back prior to opening to traffic.
The Contractor shall provide full time quality control during paving operations as outlined in the Caltrans 2010 Standard Specifications (Unrevised) for the Standard construction process.
F2-5.4 MEASUREMENT AND PAYMENT
Payment for "4" REMOVE AND REPLACE", complete in place, will be made at the contract unit price bid per SQUARE FOOT for the respective items. Such payment shall be considered full compensation for furnishing all labor, material, asphalt concrete, tack coat, temporary striping, tools, and equipment necessary to complete the work including the removal and proper disposal the Standard Specifications and these Special Provisions.
Sawcut shall be incidental to the work.
Section 3-2.2.2 "Increases of More Than 25 Percent" and Section 3-2.2.3 "Decreases of More Than 25 Percent" shall not apply to the bid items related to removing and replacing pavement or digouts.
Measurement and Payment for "OVER-EXCAVATION (REVOCABLE ITEM)" shall be on a unit cost basis as indicated in the bid schedule. The unit costs shall include full compensation for removal of unsuitable subgrade and placement and compaction of six (6") inches of asphalt concrete (AC). Payment for this item shall only be made on an allowance basis and only for the work completed. The Contract shall have no claim to that portion of the allowance which is not necessary for the project.
F2-6 ASPHALT TACK COAT
F2-6.1 SCOPE
Work to be performed under this Section covers all labor, materials, tools, equipment and incidentals necessary to furnish and apply, complete in place tack coat in conjunction the asphalt concrete overlay and other asphalt paving work. All such work shall conform to the applicable provisions of the Standard Specifications, and these Special Provisions.
F2-6.2 MATERIALS
The tack coat shall be High Performance Seal (No-Track). A certificate of compliance shall be submitted prior to construction.
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F2-6.3 CONSTRUCTION
The tack coat shall not be applied until the preparation of the existing surface has been completed, and then only so far in advance of placing the asphalt concrete overlay as permitted by the Engineer / Inspector. No tack coat shall be left exposed overnight. Immediately in advance of placing the asphalt concrete overlay additional tack coat shall be applied, as directed by the Engineer to areas where the tack coat has been destroyed or otherwise rendered ineffective, and no additional compensation will be allowed for such work.
Tack coat shall be applied to all vertical edges after every lift of asphalt. Vertical edges shall be tack coated by hand wand or manually by brush. The tack coat application shall not extend above the level of the finished surface by more than 1 inch. Gutter pans and curb faces not to be tack coated shall be protected by shields or other methods. An overspray beyond the 1 inch shall be removed by means approved by the Engineer.
Existing concrete curb faces and driveways shall be protected against disfigurement from the asphalt. Residue of the material shall be removed from curb faces and driveways by sandblasting to the extent required by the Engineer.
The tack coat shall be applied as specified in Subsection 302-5.4 of the Standard Specifications and these Special Provisions. Tack coat shall not be applied when the temperature of the surface to be tacked is below 40° Fahrenheit in the shade.
The CONTRACTOR shall be responsible for cleaning tack coat tracked onto decorative concrete crosswalks or thermoplastic legends and crossbars within the project limits and along truck haul routes used by the CONTRACTOR or his SUBCONTRACTORS. The haul routes shall be inspected by the City and CONTRACTOR prior to initiating work to photographically establish the existing conditions. Within 10 calendar days of completion of final paving, the City and CONTRACTOR shall reinspect the haul routes to determine the extent and locations of required calendar day per location.
F2-6.4 MEASUREMENT AND PAYMENT
No separate payment will be made for work or other features as required and outlined in this Section, "Asphalt Tack Coat." Full compensation for such work and features shall be considered included in the price bid for asphalt concrete pavement bid items (e.g. digouts) and no additional compensation will be allowed therefore. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions.
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F2-7 ASPHALT CONCRETE (AC)
F2-7.1 SCOPE
Work to be performed under this Section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to construct asphalt concrete. All such work shall conform to the dimensions of the plans, the applicable provisions of the Standard Specifications, and these Special Provisions.
F2-7.2 MATERIALS
Material used shall be asphalt concrete as specified in Subsection 203-6 of the Standard Specifications. The class of combined aggregate grading shall be Class C2 or D2 as shown on the Typical Sections. The grade of asphalt shall be PG 64-10.
The mix properties indicated in Table 203-6.4.3(A) shall be modified as follows:
Design and Production Air
Mix Production Stability Target Air Voids Voids
C2 37 min. 4.0% 2.5% - 5.5%
D2 30 min. 4.0% 2.5% - 5.5%
TSR to be minimum 70 in accordance with Caltrans Test Methods 371.
The allowable production range for mix voids shall be 2.5% to 5.5%.
F2-7.3 CONSTRUCTION
The work shall further consist of preparing the existing street surfaces prior to the slurry or micro surfacing. Such work shall include removing raised pavement markers, removing thermoplastic pavement markers, painted legends and crossbars (12" white and yellow), controlling nuisance water, sweeping prior to tack application, watering, and removing loose and broken asphalt concrete pavement and foreign material as specified in the Standard Specifications and these Special Provisions and as required by the Engineer. The minimum ambient temperature to begin paving shall be 55 degrees F. The CONTRACTOR shall use any means necessary to clean the pavement, including sweeping and flushing.
F2-7.3.1 Cold Joints
Cold joints shall be saw-cut or vertical grind prior to the placement of new material. Pavement shall be removed to clean, straight lines by saw-cutting in straight lines either parallel to the curb or at right angles to the alignment of the sidewalk.
All cold joints, both longitudinal and transverse, shall be heated with a torch immediately prior to paving. Care shall be exercised such as to not damage the asphalt concrete by burning or excessive aging, as determined by engineer. Damaged material shall be removed by saw cutting to form a new cold joint followed by torch heating. Cold joints include AC with internal temperature below 170 degrees Fahrenheit. All cold joints shall be tack coated.
Failure to meet the cold joint requirements will subject the Contractor to liquidated damages in the amount of $1,000 per joint.
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F2-7.3.2 Layout
The CONTRACTOR shall layout and mark the location of the edges of the paving passes of the surface course to match the new layout of the lane lines. The layout shall be made at least 24 hours prior to paving. The layout shall be approved by the Engineer prior to paving.
If the striping is to remain unchanged, the edges of the paving passes shall conform to existing lane edges.
In all cases where practical, each lane shall be paved in a single pass. In tapered transition areas, the shoulder areas shall be paved first, then the through lane shall be hotlapped immediately after the shoulder paving.
For paving which incorporates new quarterpoints or gradebreaks due to keycuts or other conditions, the CONTRACTOR shall provide equipment capable of adjusting to the new surface profile at the appropriate locations. The profile adjustments shall be within twelve inches of the actual quarterpoint or gradebreak.
The CONTRACTOR shall take sufficient measurements during laydown to assure that the full design asphalt concrete layer depth is provided at each quarterpoint, gradebreak, or transition.
Failure to provide the design depth at these areas will result in rejection of the work. Correction of this rejected work will include milling out the new asphalt concrete from the road edge to the centerline or nearest inside lane line and repaving. The minimum length of the milled and corrected area shall be fifty feet.
F2-7.3.3 Tolerances
The finished asphalt concrete surface shall be flush with, to 1/4 inch (0.02 feet) (6 mm) above the gutter lips. The finished pavement surface shall not be lower than the gutter lips.
The average pavement thickness shall be equal to the specified thickness for the project. For total pavement thicknesses less than four inches, the minimum allowable thickness will be 1/4 inch less than that specified. For total pavement thicknesses of four inches or more, the minimum allowable thickness will be 1/2 inch less than that specified.
The provisions of Section 302-5.6.2 shall apply and shall be modified to provide that the straightedge shall be 12 foot in length.
F2-7.3.4 Automatic Screed Controls
In addition to the requirements in Subsection 39-1.10 of the State of California Department of Transportation Standard Specifications, asphalt concrete shall be placed with spreading equipment equipped with fully automatic screed and grade sensing controls which shall control the longitudinal grade of the screed. Automatic controls shall conform to and be operated in accordance with the provisions herein.
Unless approved otherwise, ski-type devices with a minimum length of 30 feet shall be used to provide a reference for the grade sensor. Skis shall be constructed and installed in such a manner that a reference to the average elevation of the existing pavement, along the length of the ski, is maintained at the sensor point. When placing surfacing adjacent to surfacing previously placed in conformance with these provisions, a joint matching shoe of adequate size and type to properly F 19
sense the grade of the previously placed mat may be used in lieu of the 30-foot ski.
The ski shall be mounted at a location which will provide an accurate reference for the surfacing being placed. This may require the ski to be mounted ahead of and inside the outer limits of the screed. Automatic cross slope control may be accomplished by use of a ski and grade sensor on each side of the paving machine.
Automatic screed controls shall be installed in such a manner that the occasional manual adjustments necessary to maintain the attitude of the screed parallel to the underlying pavement are readily accomplished. Automatic screed controls shall be installed so that with little or no delay, use of the automatic controls can be discontinued and the screed controlled by manual methods.
Should the automatic screed controls fail to operate properly during any day's work, the CONTRACTOR may manually control the spreading equipment for the remainder of that day provided the quality of the work conforms to the requirements of Sections 39-1.11 and 39-1.12 of the 2010 State of California Department of Transportation Standard Specifications (Unrevised).
Should the methods and equipment used for automatic control fail to result in the quality of work required by said Sections 39-1.11 and 39-1.12, the paving operations will be temporarily discontinued and the CONTRACTOR shall make the necessary changes to the equipment, or furnish other equipment conforming to the requirements herein, before paving is resumed.
If it is determined by the Engineer that the existing grade and cross slope are too irregular for the automatic controls to provide the quality of work required, the use of the automatic controls shall be discontinued and the spreading equipment adjusted by manual methods. Use of automatic controls shall resume when the Engineer has determined that it is again practical and so orders.
F2-7.3.5 Rolling and Compaction
In addition to the requirements of Subsection 39-1.11 of the 2010 State of California Department of Transportation Standard Specifications (unrevised), the number of rollers required for each paving operation shall be such that all rolling for density can be completed before the temperature of the asphalt concrete mixture drops below 140 degrees Fahrenheit.
Breakdown rolling shall commence when the asphalt concrete is placed except in cases where mix distortion/shoving rather than compaction is taking place under the roller. In those instances, wait for the mix to cool to sufficiently, then breakdown compact. Rolling shall be accomplished with the drive wheel forward and with the advance and return passes in the same line.
For leveling courses under 1 inch using a D2 asphalt concrete, breakdown rolling shall consist of three coverages with an 8 to 12 ton pneumatic roller followed by a finishing coverage with a steel wheel roller. The rolling may begin with a single pass of a steel wheel roller until the pneumatic has sufficient opportunity to warm up to avoid tracking and picking up material from the mat. The pneumatic roller tires shall be treated with a non-petroleum based product to prevent pickup.
Failure to successfully provide for breakdown rolling with the pneumatic roller after a reasonable warm up time will be cause for termination of paving activities until the CONTRACTOR can provide equipment which will perform without pickup. For all other leveling courses, the intermediate roller shall be a 12-16 ton pneumatic roller.
From the second paragraph of Section 302-5.6.2 "Density and Smoothness" to the end shall be deleted and replaced by the following:
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Sublots to determine compaction testing shall be based on the following:
• Each 750 tons, or part thereof, placed in a paving day. If over 750 tons are placed in a single paving day, up to 150 tons over 750 tons can be moved in to the previous 750 ton sublot.
The in-place density shall be between 92.0 percent and 97.0 percent of maximum theoretical nit weight. Compaction testing will be determined by cores. Three cores will be sampled pe ublot. The average of the three cores will be used to determine compaction for the sublo Cores will be located by the engineer using random sampling charts in CTM 356. Cores shall be 4 or 6 inches in diameter and must be sampled within 5 calendar days of paving. The contractor will submit cores, properly labeled, to the engineer for testing. The engineer will provide core test results within 3 working days of receiving cores.
For the percent of maximum theoretical density, the following table shall apply to deductions for average compaction of a sublot:
Reduced Payment Factors for Percent of Maximum Theoretical Density Mix Type B Reduced Mix Type B Reduced
and C2 Payment Payment
Percent of Factor Factor
Maximum
Theoretical
Density Density
92.0 0.0000 97.0 0.0000
91.9 0.0125 97.1 0.0125
91.8 0.0250 97.2 0.0250
91.7 0.0375 97.3 0.0375
91.6 0.0500 97.4 0.0500
91.5 0.0625 97.5 0.0625
91.4 0.0750 97.6 0.0750
91.3 0.0875 97.7 0.0875
91.2 0.1000 97.8 0.1000
91.1 0.1125 97.9 0.1125
91.0 0.1250 98.0 0.1250
90.9 0.1375 98.1 0.1375
90.8 0.1500 98.2 0.1500
90.7 0.1625 98.3 0.1625
90.6 0.1750 98.4 0.1750
90.5 0.1875 98.5 0.1875
0.2000 98.6 0.2000
0.2125 98.7 0.2125
90.2 0.2250 98.8 0.2250
0.2375 98.9 0.2375
0.2500 99.0 0.2500
<90.0 Remove & Remove &
Replace Replace
The CONTRACTOR shall have hand-compaction equipment immediately available for compacting all areas inaccessible to rollers. Hand-compaction shall be performed concurrently F 21
with breakdown rolling. If for any reason hand-compaction falls behind breakdown rolling, further placement of asphalt concrete shall be suspended until hand-compaction is caught up. Hand- compaction includes vibraplates and hand tampers. Hand torches shall be available for rework of areas which have cooled.
After compaction, the surface texture of all hand work areas shall match the surface texture of the machine placed mat. Any course or segregated areas shall be corrected immediately upon discovery. Failure to immediately address these areas shall cause suspension of asphalt concrete placement until the areas are satisfactorily addressed, unless otherwise allowed by the Engineer.
F2-7.3.6 Sampling
The Engineer may sample the asphalt concrete from the truck bed, windrow, hopper for the spreading machine, or the mat at various intervals. The CONTRACTOR shall facilitate the sampling process.
F2-7.3.7 Temporary Transitions
The CONTRACTOR shall construct temporary pavement transitions at all paving joints greater than 1 inch prior to allowing traffic onto the paved surface. This includes both longitudinal and transverse paving joints for both leveling and surface courses. Temporary pavement transitions shall have a slope of 20:1 or as approved by the engineer and be constructed on Kraft paper or other suitable bond breaker such that upon removal of the temporary pavement transition, a clean notch remains. The temporary transitions may be constructed of either cold mix or hot mix.
The CONTRACTOR shall construct temporary pavement transitions at all PCC facility transitions greater than 1 inch around corners from beginning of curb return to end of curb return, at PCC cross gutters, and PCC spandrels.
The CONTRACTOR shall continuously maintain the temporary pavement until final paving. Each temporary transition shall be inspected by the CONTRACTOR and repaired as necessary to comply with these provisions at the end of each day including weekends and holidays.
Failure to comply with these provisions will result in a liquidated damage of $250 per day per transition and/or the cost of City crews making the repairs if necessary to correct for public safety.
F2-7.3.8 Quality Control
The Contractor shall provide full time quality control during paving operations as outlined in the Caltrans 2010 Standard Specifications (Unrevised) for the Standard construction process.
F2-7.4 MEASUREMENT AND PAYMENT
The measurement and payment for asphalt concrete, complete in place, will be made at the contract unit price per ton (U.S. standard measure, 2,000 pounds) as shown in the Bid Schedule for the various types of asphalt concrete. Asphalt concrete used in other items of work, including but not limited to digouts, shall be included in the respective bid items.
The above contract price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in F 22
constructing asphalt concrete pavement, tack coat, including leveling course, complete as detailed, and as specified in the Standard Specifications and these Special Provisions.
F2-8 FIBERIZED SLURRY SEAL
F2-8.1 SCOPE
The work consists of constructing a Type Il slurry seal. The Type I emulsion-aggregate slurry seal constructed in accordance with Section 203-5 and 302-4 and as modified herein.
F2-8.2 MATERIALS
The materials for slurry seal immediately prior to mixing shall conform to the following requirements:
Aggregate - Black Rock Aggregate shall conform to Type II. Aggregate shall be 100% crushed with no rounded particles, volcanic in origin and black in color, as supplied by George Reed, Table Mountain, Sonora, CA or Equal.
Asphalt Emulsion - Polymer modified asphaltic emulsion shall be composed of a bituminous material uniformly emulsified with water and an emulsifying or stabilization agent and shall contain a polymer. The polymer used in the manufacture of polymer modified asphaltic emulsions shall be at the option of the CONTRACTOR, either neoprene, or a copolymer of butadiene and styrene.
The polymer used in the polymer modified asphaltic emulsion shall be homogenous and shall be milled into the product at the colloid mill.
The polymer modified asphalt emulsion Cationic
shall be grade PMCQS1h and shall
conform to the following
requirements:Type
Grade PMCQS1h
Properties Min. | Max
Tests on Emulsion:
Viscosity SSF @ 25°C, sec 15 90
AASHTO Designation T-59
Sieve Test, % - 0.30
AASHTO Designation T-539
Storage Stability, 1 day, % - 1
AASHTO Designation T-59
Residue by Evaporation, % 57 -
California Test 331
Particle Charge Positive
AASHTO Designation T-59
Tests on Residue from Evaporation Test
Penetration, 25°C 90
AASHTO Designation: T 49
F 23
400
Torsional Recovery, % 18
California Test 332
or
[Polymer Content, % 2.5
California Test 401
Note:
When the test for polymer content of polymer modified
sphaltic emulsion is used, see sampling requirements ir Section 94-1.03, "Sampling" of the Standard Specifications At the time of delivery of each shipment of asphalt, the vendor supplying the material will deliver to the purchaser certified copies of the test report. The test report shall indicate the name of the vendor, type and grade of asphalt delivered, date and point of delivery, quantity delivered, delivery ticket number, purchase number, and results of the specified tests. The report shall show the results of the tests on individual materials and shall compare their values to those required by these special provisions. The report shall clearly show the proportions of aggregate, fiber, filler (minimum and maximum), water (minimum and maximum), set control additive, and PMCQS-1h solids content (minimum and maximum) based on the dry weight of aggregate. The test report signed by an authorized representative of the vendor shall certify that the product delivered conforms to the specifications of the type and grade indicated. The certified test reports and the testing required in connection with the reports shall be at no cost to the City. Until the certified test reports and samples of the materials have been checked by the Engineer to determine conformity with the prescribed requirements, the material to which the report related and any work in which it may have been incorporated as an integral component will be only tentatively accepted by the City. Final acceptance will be dependent upon the determination of the City Inspector that the material involved fulfills the prescribed requirements.
All Calibration Sheets require a signature from a Third Party Engineer (City will not accept the contractor calibrating their own trucks).
The retardant shall be of a type that will prevent slurry mix from setting up prematurely in the spreader box and to ensure the applied slurry mix can support vehicular traffic within 60 minutes after the last application. A retardant, when used, shall be in liquid form when added to the slurry mix in the mixing chamber of the continuous mixer. Any proposed retardant and proportioning system shall be subject to evaluation and approval by the City Inspector at the pre-construction meeting.
Sufficient water must be used to obtain a mix consistency that is smooth and homogeneous and does not segregate on standing.
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F2-8.2.1 Fiber
The fiber used in the fiberized slurry seal shall be RoadChem Fiber 1 or equivalent chemical resistant glass fiber meeting the following specifications. It shall be cut to 3/8 +/- 1/8 inch in length prior to adding to the MCQS-1h emulsion. The fiber shall be added at a rate of 0.05% - 0.30 % by dry weight of aggregate. The fiber shall meet the following requirements:
Alkali and Acid Resistant Glass Fiber
Linear Linear Weight Moisture
Weight of Tensile
Roving (tex) of Strand (tex) Content (%) Specific Softening Gravity Point (°C) Strength
(MPa)
ISO 1889 ISO 3344
ISO 1889
2500 min. 82 min.
0.35 max. 2.68 g/cm? 860 min. 1700 min.
4800 min. 100 min.
F2-8.3 CONSTRUCTION
F2-8.3.1 Scheduling
The CONTRACTOR shall prepare the roadway and place the Slurry Seal within a 5 working day period.
Some of the streets require either leveling courses or digouts. This work shall be accomplished no more than 2 weeks or 10 working days prior to the placement of the slurry seal. Failure to comply with these provisions shall incur a liquidated damage of $250 per calendar day per Allow at least 48 hours to cure before trash pickup. Slurry Seal must be laid down at least 2 days prior to scheduled trash pickup.
The Contractor must coordinate with Waste Management for trash pickups schedule.
The CONTRACTOR shall comply with Section F2-2 of this project manual including all traffic control and notice requirements.
F2-8.3.2 Slurry Application
Each machine shall have a spray bar attached to enable the fogging of the pavement surface with water.
The CONTRACTOR shall apply the slurry using a minimum of two continuous mixers, one mixer to be applying slurry, while the other machine is in transit to and from the batch site. The CONTRACTOR shall provide a coordinator, at least one competent quickset mixing man, one driver for the mixer applying the slurry, and one shuttle driver for the machine en route to reload.
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The CONTRACTOR shall also provide sufficient laborers for any handwork and cleanup required to ensure proper progress of work.
Fiberized slurry seal shall be spread at a rate within the following ranges of pound of dry aggregate per square yard:
Fiberized Slurry Seal Type Location Spread Rate (Ibs. agg./sq.yd.) Type II Full Traffic Width 12-15
Transit mix trucks shall not be used.
Prior to placement, all existing utility lids and covers shall be located and referenced so they can be exposed after the slurry seal placement.
Prior to applying slurry seal, the surface to be sealed shall be cleaned by the CONTRACTOR, to the approval of the City Inspector, of all loose material, silt, vegetation, and other objectionable material by a method approved by the City Inspector. The surface may be pre-wetted by fogging ahead of the slurry box if required by local conditions. Water used in pre-wetting the surface shall be applied at such a rate that the entire surface is damp with no ponding of water.
Slurry seal shall only be placed when both pavement and air temperatures are at least 50°F and rising. Do not place slurry seal if either the pavement or air temperature is below 50°F and falling or during unsuitable weather. The expected high temperature must be at least 65°F within 24 hours after placement. Slurry seal shall not be placed if rain is imminent or if there is the possibility that there will be freezing temperatures within 24 hours.
The applied slurry seal shall be rolled with a minimum of three passes with a pneumatic roller prior to opening to traffic.
Protection and maintenance of the street surface to the condition required for proper slurry application shall be the sole responsibility of the CONTRACTOR and no additional expense will be allowed. The CONTRACTOR shall, at the direction of the City Inspector repair and reseal all areas of the streets which have not been sealed properly and completely or have been damaged by traffic.
The CONTRACTOR shall exercise care to prevent slurry from being deposited on concrete surfaces. The CONTRACTOR shall remove slurry from surfaces not designated to be sealed each day. No additional streets shall be slurry sealed until this clean-up has been performed. The method of slurry removal shall be approved by the City Inspector. All streets to be slurry sealed shall be sealed from edge of pavement to edge of pavement. Spreaders to be used for this operation shall meet the approval of the City Inspector.
The sites for stockpiling and batching materials shall be clean and free from objectionable materials and shall be located outside the road right-of-way. Arrangements for these sites shall be the responsibility of the CONTRACTOR. If on private property, a written agreement shall be approved by the Planning Department prior to commencing operations.
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Requests for changes in the schedule must be submitted to the City Inspector for approval at least 48 hours prior to sealing the streets affected.
CONTRACTOR shall tie off survey monuments, manholes, water valves, etc. prior to application of the slurry seal. The CONTRACTOR shall take precautions to remove any slurry that may cover these appurtenances.
Immediately before commencing the slurry seal operation, all surface metal utility covers (including survey monuments) shall be protected by thoroughly covering the surface with an appropriate adhesive and oiled or plastic paper. No adhesive material shall be permitted to cover, seal or fill the joint between the frame and cover of the structure. Covers are to be uncovered and cleaned of slurry material by the end of the same work day. Raised pavement markers shall be covered or cleaned after the application of the seal coat as approved by the Engineer.
Hand tools shall be available to remove spillage. Ridges or bumps in the finished surface will not be permitted.
F2-8.3.3 Street Maintenance and Sweeping
After completing, setting, and rolling of the slurry seal, any loose material shall be immediately removed by sweeping with a power sweeper and/or vacuum sweeper the day of application.
Interim sweeping using a power sweeper and/or vacuum sweeper shall be accomplished as more loose material appears. As a minimum, interim sweeping shall be accomplished on the 3rd, 7m, 14th and 21s day after slurry sealing. A final post construction sweeping of all the slurry seal streets shall be performed 30 days after completion of all of the slurry sealing. The entire street surface, including sidewalks and driveways, shall be swept to the satisfaction of the CITY. No loose material will be allowed in the street, gutters, sidewalks or other areas. Special attention shall be directed to the cul-de-sac areas. If necessary, the CONTRACTOR will employ additional vacuum sweepers to remove the loose materials.
In addition, all misapplied slurry on gutter lips shall be removed the same day as the slurry is placed. Failure to provide cleaning or sweeping shall preclude the CONTRACTOR from continuing with further slurry sealing work until this work is performed.
The CONTRACTOR shall complete any sweeping or street maintenance within 24 hours of request from the City.
Failure to complete sweeping as required or directed by the engineer shall subject the CONTRACTOR to a liquidated damage of $500 per day per street. Sweeper sequence shall be verified and approved by the City's representative. City's representative shall be notified prior to street sweeping and present during operations. Sweeping performed without proper notice and/or presence of City's representative will not be accepted.
Street sweeper shall not leave job site until work has been approved by the City's representative. Failure to do so will subject the Contractor to liquidated damages in the amount of $1,000 per occurrence.
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F2-8.3.4 Final Cleaning
Final cleaning of the Slurry Seal streets shall include removal of any tracked material, misapplied tack coat; or slurry seal; cleaning of all utility covers of any new or old materials; and removal of any miscellaneous debris resulting from construction activities.
F2-8.4 MEASUREMENT & PAYMENT
"Crack Seal & Slurry Seal (Type II)" will be measured and paid for at the contract unit TON (TN).
TN is calculated as an extra long ton of slurry made up of 2,000 pounds of dry aggregate plus asphalt emulsion. The unit price paid per TN includes all costs associated with surface preparation, including crack sealing, striping and marking removal, furnishing and placing materials required for the Type | Emulsion-Aggregate Fiberized Slurry, sweeping, all labor, equipment, tools and incidentals needed to complete the work in place per plans, specifications and details.
No payment will be made for quantities of aggregate and/or asphaltic emulsion which exceed 105% of the calculated quantity required to cover the application area shown on the plans in compliance with the approved mix design.
F2-9 FIBERIZED MICRO SURFACING
Fiberized micro surfacing shall consist of mixing a polymer modified cationic quickset emulsion, glass fibers, aggregate, mineral filler, set-control additives, and water and spreading the mixture on a pavement surface where shown on the plans, in conformance with the provisions in these special provisions, and as directed by the Engineer.
The fibers shall be added by means of automatic injection into the micro surfacing pug-mill at a consistent length and application rate which is adjustable to meet the approval of the Engineer.
F2-9.1 MATERIAL
The material for fiberized micro surfacing shall conform to the following requirements:
F2-9.1.1 Fiberized Emulsion
The asphalt emulsion for fiberized shall be a micro-surfacing emulsion (MSE), shall be homogenous and shall conform to the provisions of these special provisions. The polymer shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process. Polymer solids must be a minimum of 3.0% by weight of the emulsion's residual asphalt. Provide a certificate of compliance certifying the amount of polymer.
The MSE emulsion shall conform to the following requirements when tested in conformance with the following test methods:
Polymer Modified, Cationic Quickset Emulsion
Specification Designation Test Method Requirement
Viscosity SSF @ 77°F (25°C) AASHTO T 59 15-90 Seconds
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Sieve, max. AASHTO T 59 0.30 Percent
Settlement, 5 days, max.* ASTM D 244 5 Percent
Residue by Evaporation, min. AASHTO T59 62 Percent
*Waived if to be used within 48 hours of
manufacture.
Specification Designation for Residue
Specification Designation Test Method Requirement
Penetration @ 77°F (25°C), AASHTO T 51 40-90
100g, 5s ,0.1mm
Softening Point °F (°C) min. AASHTO T 53 135(57)
Torsional Recovery min. California Test 332 20
F2-9.1.2 Fiber
The fiber used in the fiberized micro surfacing shall be RoadChem Fiber 1 or equivalent chemical resistant glass fiber meeting the following specifications. It shall be cut to 3/8 +/- 1/8 inch in length prior to adding to the MSE emulsion. The fiber shall be added at a rate of 0.15% - 0.40 % by dry weight of aggregate for bottom lifts and 0.05% - 0.30% by dry weight of aggregate for surface lifts. The fiber shall meet the following requirements:
Alkali and Acid Resistant Glass Fiber
Linear
of Linear Weight Moisture Tensile
Weight of Strand (tex) Content (%) Specific Softening
Roving (tex) Point (°C) Strength
Gravity (MPa)
ISO 1889 ISO 3344
ISO 1889
2500 min. 82 min.
0.35 max. 2.68 g/cm? 860 min. 1700 min.
4800 min. 100 min.
F2-9.1.3 Water and Additives
The water shall be potable and free of harmful soluble salts or reactive chemicals and other contaminants. If necessary for workability, a set-control agent may be used and must be included as part of the mix desian and be compatible with the other components of the mix.
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F2-9.1.4 Mineral Filler
Mineral filler shall be Portland cement or hydrated lime that is free of lumps. The type of mineral filler shall be determined by the Contractor based on laboratory mix designs and will be considered part of the aggregate gradation.
F2-9.1.5 Aggregate
The mineral aggregate used shall be of the type and grade specified for the particular use of the iberized micro surfacing. Aggregate shall consist of sound, durable, crushed stone or crushed gravel and approved mineral filler. The material shall be free from vegetable matter and othe Test Test Method Requirements
Sand Equivalent (Min.) AASHTO T 176 65
Durability Index (Min.) AASHTO T 210 60
Percentage of Crushed ASTM D 5821 100%
Particles (Min.)
Loss Angeles Rattler
AASHTO T 96 35%
Loss at 500 Rev. (Max.)'
Notes: 1. Los Angeles Rattler shall be performed on the parent aggregate before crushing deleterious substances. All aggregate shall be free of caked lumps and oversize particles.
Aggregate shall be 100% crushed with no rounded particles, volcanic in origin and black in color, as supplied by George Reed, Table Mountain, Sonora, CA or Equal.
The aggregate, prior to the addition of emulsion, shall conform to the requirements of this section.
If aggregates are blended each component aggregate shall meet the sand equivalency and abrasion resistance and shall be 100% crushed.
The percentage composition by weight of the aggregate (including mineral filler) shall conform to the following grading requirements when tested in conformance with AASHTO T 27 and AASHTO T 11:
The aggregate (excluding mineral filler) shall conform to the following quality requirements:
Black Rock
Type II
Sieve Size Percentage Passing
3/8' |100
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No. 4 94-100
No. 8 65-90
No. 16 40-70
No. 30 25-50
No. 200 5-15
If the results of the aggregate grading do not meet the specified gradation, the fiberized micro surfacing represented by the test shall be removed. However, if requested in writing by the Contractor and approved by the Engineer, the fiberized micro surfacing may remain in place and the Contractor shall pay to the City $2.00 per ton for the aggregate represented by the tests and left in place.
If the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the tiberized micro surfacing represented by the test shall be removed. However, if requested in writing by the Contractor and approved by the Engineer, the fiberized micro surfacing may remain in place and the Contractor shall pay to the City $2.00 per ton for the aggregate represented by the tests and left in place.
When the results of both the aggregate grading and the Sand Equivalent tests do not conform to the specified requirements, both payments to the City shall apply. The Agency may deduct these amounts from any moneys due or to become due to the Contractor.
No single aggregate grading or Sand Equivalent test shall represent more than 300 tons or one day's production, whichever is smaller.
F2-9.2 MIX DESIGN
At least 7 working days before the fiberized micro surfacing placement commences, the Contractor shall submit for approval of the Engineer a laboratory report of tests and a proposed mix design covering the specific materials proposed for use on the project.
The percentages of each individual material proposed in the mix design shall be shown in the laboratory report. Individual materials shall be within the following limits:
Residual 5.5% to 10.5% by dry weight of
Asphalt aggregate
Mineral Filler 10.5% to 3% by dry weight of aggregate
0.05% to 0.30% by dry weight of
Glass Fiber
aggregate
Additive and As needed
Water
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Adjustments may be required during construction based on field conditions.
The mix design and aggregate tests shall be performed by a laboratory capable of performing the applicable International Slurry Surfacing Association (ISSA) tests. The proposed fiberized micro surfacing mixture shall conform to the specified requirements when tested in conformance with the following tests:
Test ISSA Test Method Requirements
Wet Cohesion 12 kg-cm
30 Minute (Set) (Min.) TB*139 20 kg-cm
@ 60 Minute (Traffic) (Min.)
Excess Asphalt TB*109 540g/m?
Wet Stripping (Min.) TB* 114 90%
Wet Track Abrasion 6-dayTB*100 810g/m2
Soak Loss (Max.)
Displacement 5%
Lateral (Max.) TB*147A
2.10 Specific Gravity After 1000
Classification Compatibility TB* 144 (AAA, BAA) 11 Grade Points Mix Time @ 77°F (25°C) TB* 113 Controllable to 120 Seconds TB* = Technical Bulletin
The laboratory that performed the tests and designed the mixture shall sign the laboratory report and shall be AMRL certified and/or participate in the AASHTO Proficiency Program. The report shall show the results of the tests on individual materials and shall compare their values to those required by these special provisions. The report shall clearly show the proportions of aggregate, fiber, filler (minimum and maximum), water (minimum and maximum), set control additive, and MSE solids content (minimum and maximum) based on the dry weight of aggregate. The laboratory shall report the quantitative effects of moisture content on the unit weight of the aggregate (bulking effect) in conformance with the requirements of ASTM Designation C 29M.
Previous laboratory reports covering the same materials may be accepted provided the material test reports were completed within the previous 12 months.
The component materials used in the mix design shall be representative of the fiberized micro surfacing materials proposed by the Contractor for use on the project.
Once the mix design is approved by the Engineer, no substitution of other material will be permitted unless the materials proposed for substitution are first tested and a laboratory report is submitted for the substituted design in conformance with the provisions of these special provisions. Substituted materials shall not be used until the mix design for those materials has been approved by the Engineer.
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The completed mixture, after addition of water and set control agent, if used, shall be such that the fiberized micro surfacing mixture has proper workability. At the expiration of the road closure hours, in conformance with the provisions in "Maintaining Traffic" of these special provisions, the fiberized micro surfacing mixture shall be sufficiently cured to support unrestricted traffic.
F2-9.3 PROPORTIONING
Aggregate, mineral filler, MSE, fiber, water, and additives, including the set-control agent, if used, shall be proportioned by volume utilizing the mix design approved by the Engineer. If more than one kind of aggregate is used, the correct amount of each kind of aggregate to produce the required grading shall be proportioned separately, prior to adding the other materials of the mixture, in a manner that will result in a uniform and homogeneous blend.
The aggregate shall be proportioned using a belt feeder operated with an adjustable cut off gate.
The height of the gate opening shall be determinable. The MSE shall be proportioned by a positive displacement pump. Variable rate emulsion pumps, if used, shall be calibrated and sealed in the pump's calibrated condition in conformance with the ISSA Inspector's Manual MA-1 prior to usage.
The delivery rate of aggregate and MSE per revolution of the aggregate feeder shall be calibrated at the appropriate gate settings for each mixer-spreader truck used on the project in conformance with ISSA Inspector's Manual MA-1 and in conformance with the provisions of these special provisions.
The aggregate belt feeder shall deliver aggregate to the pug-mill with such volumetric consistency that the deviation for any individual aggregate delivery rate check-run shall not exceed 2.0 percent of the mathematical average of 3 runs of at least three tons each. The emulsion pump shall deliver MSE to the pug-mill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each. The water pump shall deliver water to the pug-mill with such volumetric consistency that the deviation for any individual delivery rate check-run shall be within 2.0 percent of the mathematical average of 3 runs of at least 300 gallons each.
The MSE storage tank shall be located immediately before the emulsion pump and shall be equipped with a device which will automatically shut down the power to the emulsion pump and aggregate belt feeder when the MSE level is lowered to a point where the pump suction line is exposed.
A temperature-indicating device shall be installed in the emulsion storage tank at the pump suction level. The device shall indicate the temperature of the MSE and shall be accurate to within 10°F.
The fiber shall be added at a rate of 0.05 to 0.40% by weight of dry aggregate. The mixer-spreader trucks shall be equipped with a fiber chopper, fiber storage and control systems for injecting fibers into the micro surfacing mix. It shall be capable of providing up to 7 Ibs./min. of fiber injection. The chopper shall cut from 3 to 4 bobbins of fiber into 3/8 +/- 1/8 inch long pieces and feed them into the aggregate as it enters the inlet hopper. The system shall turn on and off with the main start of the mixer-spreader truck. The system shall be powered by the main hydraulic system of the mixer- spreader truck. The mixer-spreader truck shall be capable of providing 3-5 cu.ft./min. of air from the truck air compressor for nozzle cooling and chopper flushing. The mixer-spreader truck shall include an enclosure/mounting and feed system for up to 4 bobbins of fiber roving.
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The belt delivering the aggregate to the pug-mill shall be equipped with a device to monitor the depth of aggregate being delivered to the pug-mill. The device for monitoring the depth of aggregate shall automatically shut down the power to the aggregate belt feeder whenever the depth of aggregate is less than the target depth of flow. A second device shall be located where the device will monitor the movement of the aggregate belt by detecting revolutions of the belt feeder. The devices for monitoring no flow or belt movement shall automatically shut down the power to the aggregate belt when the aggregate belt movement is interrupted. The device to detect revolutions of the belt feeder will not be required where the aggregate delivery belt is an integral part of the drive chain. To avoid erroneous shutdown by normal fluctuation, a delay of 3 seconds will be permitted between sensing and shutdown of the operation.
F2-9.4 MIXING AND SPREADING EQUIPMENT
The fiberized micro surfacing shall be mixed in continuous pug-mill mixers of adequate size and power for the type of fiberized micro surfacing to be placed. All indicators shall be in conformance with the provisions of these special provisions and shall be in working order prior to commencing mixing and spreading operations.
Mixer-spreader trucks shall be equipped to proportion the MSE, water, aggregate, mineral filler, and set-control additives by volume. Rotating and reciprocating equipment on mixer-spreader trucks shall be covered with metal guards.
The mixer-spreader truck shall not be operated unless low-flow and no-flow devices and revolution counters are in good working condition and functioning and metal guards are in place.
Indicators required by these special provisions shall be visible while walking alongside the mixer- spreader truck.
Aggregate feeders shall be connected directly to the drive on the emulsion pump. The drive shaft of the aggregate feeder shall be equipped with a revolution counter reading to the nearest one- tenth of a revolution.
In addition to the requirements of the fourth paragraph of Section 5 1.10, "Equipment and Plants," of the Standard Specifications, the identifying number of mixer-spreader trucks shall be at least three inches in height, located on the front and rear of the vehicle.
The fiberized micro surfacing mixture shall be spread by means of a spreader box conforming to the requirements in the "Spreader Box" section of these specifications.
F2-9.4.1 Spreader Box
For Type Il fiberized micro surfacing the spreader box shall be capable of spreading a lane width and equipped with a material such as flexible rubber belting on each side and in contact with the pavement. If the spread width is wider than 7.5 feet, a spreader box shall be equipped with a means, such as baffles or reversible motor-driven augers, to uniformly apply micro surfacing on superelevated sections and shoulder slopes. The spreader box shall be equipped with rear flexible strike-off blades making close contact with the pavement and adjustable to various crown shapes in order to apply a uniform micro surfacing. The spreader box shall be equipped with flexible drags attached to the rear and cleaned daily and changed if longitudinal scouring occurs.
The spreader box shall be clean and free of excess micro surfacing and/or MSE at the start of each work shift.
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F2-9.4.2 Wheel Path Depression (Rut) Box
The wheel path depression (rut) box shall be designed to have adjustable strike-off devices to regulate the depth and shall have a width of between five feet and six feet. Hydraulic augers, or similar devices, shall be installed and shall be capable of moving the mixed material from the rear to the front of the filling chamber. These devices shall also be capable of guiding the larger aggregate into the center, deeper section of the wheel path depression, and forcing the finer material toward the outer edges of the spreader box.
The fiberized micro surfacing mixture, to be spread in areas inaccessible to the controlled spreader box, may be spread by other methods upon approval of the Engineer.
F2-9.5 PREPARATION FOR FIBERIZED MICRO SURFACING
Before placing the fiberized micro surfacing, the pavement surface shall be cleaned by sweeping, flushing or by other means necessary to remove loose particles of paving, dirt, and other extraneous material. When required, the roadway surface may be fogged with water ahead of the spreader box. The application of the fog spray may be adjusted to suit temperatures, surface texture, humidity and dryness of pavement.
A tack coat of asphaltic emulsion shall be applied to all Portland cement concrete surfaces when there is a contract item for the work or when the work is required in these special provisions. The asphaltic emulsion for tack coat shall be grade SS-1, SS-1h, CSS-1 or CSS-1h and shall conform to the provisions in Section 94, "Asphaltic Emulsions," of the Standard Specifications. The asphaltic emulsion shall be mixed in the proportion of one part of emulsion (which contains up to 43 percent water) to 3 parts water. The mixture shall be applied at the approximate rate of 0.04 -
0.08 gal/yd. When asphaltic emulsion is used as a tack coat, fiberized micro surfacing shall not be placed until the asphaltic emulsion has cured.
F2-9.6 PLACING
The fiberized micro surfacing mixture shall be uniformly spread on the existing surface within the rate specified without spotting, rehandling or otherwise shifting of the mixture.
The fiberized micro surfacing mixture shall only be placed when both pavement and air temperatures are at least 50°F and rising. Do not place fiberized micro surfacing if either the pavement or air temperature is below 50°F and falling or during unsuitable weather. The expected high temperature must be at least 65°F within 24 hours after placement. Fiberized micro surfacing shall not be placed if rain is imminent or if there is the possibility that there will be freezing temperatures within 24 hours.
When wheel path depressions have a cross section that is deformed ½ inch or more, the individual wheel paths shall first be filled with fiberized micro surfacing utilizing a wheel path depression (rut) box in conformance with the provisions of the special provisions. The depth of the wheel path depression shall be determined after the adjacent ridges have been removed, when applicable.
The maximum single application for wheel path depressions shall be one inch. Wheel path depressions of depths greater than one inch shall require multiple applications in each depression.
Wheel path depression repair shall be constructed with a slight crown to allow for initial compaction by traffic on the fiberized micro surfacing.
F 35
Freshly filled wheel path depressions shall be compacted by traffic for a minimum of 12 hours before additional lifts of fiberized micro surfacing material are placed for rut filling purposes.
Fiberized micro surfacing shall be spread at a rate within the following ranges of pound of dry aggregate per square yard:
Fiberized Micro SurfacingLocation Spread Rate (Ibs. agg./sq.yd.) Type
Type I| Full Traffic Width 14-16
Longitudinal joints shall correspond with the edges of the traffic lanes. The Engineer may permit other patterns of longitudinal joints if the patterns will not adversely affect the quality of the finished product.
Through traffic lanes shall be spread in full lane widths only. Longitudinal joints common to 2 traffic lanes shall be (butt joints) with overlaps not to exceed 3 inches. Building paper shall be placed at the transverse joints to avoid double placement of the fiberized micro surfacing. Other suitable methods to avoid double placement of the fiberized micro surfacing will be allowed. Hand tools shall be available to remove spillage.
The mixture shall be uniform and homogeneous after placing on the surfacing and shall not show separation of the MSE and aggregate after setting. The completed surface shall be of uniform texture and free from ruts, humps, depressions, or irregularities.
Adequate means shall be provided to protect the fiberized micro surfacing from damage by traffic until such time that the mixture has cured sufficiently so that the fiberized micro surfacing will not adhere to or be picked up by the tires of vehicles.
After the initial break of the fiberized micro surfacing and within a minimum of 2 hours after placement the fiberized micro surfacing shall be rolled with a pneumatic tire roller meeting the following requirements:
1. 9.3 tons minimum weight
2. The roller shall be equipped with 7 total wheels, 4 in the rear and 3 in the front of the roller.
The roller shall make a minimum of three passes on the surface.
Placement of the fiberized micro surfacing shall cease a minimum of one hour before the expiration of the road closure hours as specified in Section F2-2 of these special provisions, unless the Contractor proves to the satisfaction of the Engineer that the surface will be ready for unrestricted traffic at the expiration of the road closure hours.
F2-9.7 TEST STRIP
The Contractor shall construct a test strip for evaluation by the Engineer. The test strip shall be 300 feet to 500 feet long and shall consist of the application courses specified. The test strip shall F 36
be constructed at the same time of day or night that the full production of fiberized micro surfacing will be placed.
The Engineer will evaluate the completed test strip after 12 hours of traffic on the completed test strip to determine if the mix design and placement procedure are acceptable. If the mix design or the placement procedure is determined by the Engineer to be unacceptable, the test strip will be rejected, the Contractor shall make modifications, and a new test strip shall be constructed and evaluated by the Engineer. The cost of materials and placement of the test strips, which have been rejected, shall be borne by the Contractor and will not be considered as part of the contract work. If ordered by the Engineer, rejected test strips shall be removed at the Contractors expense.
If approve by the Engineer, the Contractor may continue with production work after placement of the test strip at his own risk. If the test strip is rejected, all production work shall be stopped and evaluated by the Engineer. The production work will be evaluated in the same manner as the placement of the test strip and shall conform to the same requirements for the test strip material.
F2-9.8 REPAIR OF EARLY DISTRESS
If bleeding, raveling, delamination, rutting, or wash boarding occurs within 60 days after placing the fiberized micro surfacing, the Contractor shall diligently pursue repairs by any method approved by the Engineer. The Contractor shall not be relieved from maintenance until repairs have been completed.
F2-9.9 STREET MAINTENANCE AND SWEEPING
After completing, setting, and rolling of the micro surfacing any loose material shall be immediately removed by sweeping with a power sweeper and/or vacuum sweeper the day of application.
Interim sweeping using a power sweeper and/or vacuum sweeper shall be accomplished as more loose material appears. As a minimum, interim sweeping shall be accomplished on the 3d, 7, streets shall be performed 30 days after completion of all of the micro surfacing. The entire street surface, including sidewalks and driveways, shall be swept to the satisfaction of the CITY. No loose material will be allowed in the street, gutters, sidewalks or other areas. If necessary, the CONTRACTOR will employ additional vacuum sweepers to remove the loose materials.
In addition, all misapplied micro surfacing on gutter lips shall be removed the same day as it is placed. Failure to provide cleaning or sweeping shall preclude the CONTRACTOR from The CONTRACTOR shall complete any sweeping or street maintenance within 24 hours of request from the CITY. City's representative shall be notified prior to street sweeping and present during operations. Sweeping performed without proper notice and/or presence of City's representative will not be accepted.
Failure to complete sweeping as required or directed by the engineer shall subject the CONTRACTOR to a liquidated damage of $500 per day per street.
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F2-9.9.1 Final Cleaning
Final cleaning of the micro surface streets shall include removal of any tracked material, misapplied tack coat; or micro surfacing; cleaning of all utility covers of any new or old materials; and removal of any miscellaneous debris resulting from construction activities.
F2-9.10 MEASUREMENT AND PAYMENT
The contract price paid for fiberized micro surfacing will be measured by the ton. The quantity of fiberized slurry to be for paid for will be the combined weight of the aggregate including mineral filler) and MSE emulsion used in the fiberized microsurface mixture. The weight of added water and set-control additives used in the fiberized slurry mixture will not be included in the weight of the fiberized slurry to be paid for. The weight of aggregate (including mineral filler) and MSE emulsion will be determined by the ton as provided in Caltrans Section 9-1.02, "Measurement," of the Standard Specifications except that no deduction will be made for water in the aggregate and MSE Emulsion.
The Contractor shall submit to the Engineer an itemized invoice listing the quantity of each contract pay item. The invoice shall include:
Aggregate: A chronological list of all delivery tickets by gradation type and stockpile, listing delivery date, ticket number and tonnage. A list of current stockpiles and the amounts left from the weight tickets listed and the waste amount in each stockpile. A copy of all delivery tickets will be turned into the engineer.
Asphalt Emulsion: A chronological list of all delivery tickets, listing delivery date, ticket number and amount. Also list amount of emulsion currently at stockpile, from delivery tickets used. A copy of all delivery tickets will be turned into the engineer.
Aggregate and Emulsion Delivery Tickets
The Engineer shall be notified 24 hours in advance of scheduled delivery of aggregate and emulsion. The Contractor shall provide delivery tickets to the Engineer on the same day as delivery. A certificate of compliance for the emulsion shall accompany each delivery of emulsion.
Excess aggregate or emulsion returned to the source or to other projects shall be scaled at a commercial scale within 25 miles of project on the same day as the material is removed from the jobsite. The scale tickets shall be provided to the Engineer at the end of the day that the return material was removed from the site.
The contract price paid for fiberized micro surfacing shall be by the ton and include full compensation for furnishing all labor, materials including fiber, tools, equipment, and incidentals, and for doing all the work involved in placing fiberized micro surfacing, complete in place, including testing for and furnishing mix design, cleaning the surface, furnishing added water and set-control additives, and protecting the fiberized micro surfacing until it has set, as shown on the plans, as specified in these special provisions, and as directed by the Engineer.
No payment will be made for quantities of aggregate and/or asphaltic emulsion which exceed 105% of the calculated quantity required to cover the application area shown on the plans in compliance with the approved mix design.
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F2-10 ASPHALT EMULSION SEALER (SEAL COAT)
The work covered by this specification includes the design, testing, and quality control required for the proper production of an Asphalt Seal coat product and all materials, equipment and workmanship required for the application of an Asphalt Seal coat to an existing asphalt concrete pavement where shown on the plans, as indicated in these specifications, and as directed by the Engineer.
Asphalt seal coats under this specification shall be manufactured by blending asphalt emulsions, water, and various admixtures in a central plant capable of producing a minimum of 750 gals per hour of finished product. Additives shall be measured by electronic or mechanical controls that consistently add all additives as required by these specifications. Blending the additives with the base asphalt emulsion shall be by mechanical means to provide a uniform mixture.
Asphalt Seal coat shall be stored in a tank equipped with power driven mixing or agitation equipment capable of keeping the Asphalt Seal coat thoroughly and uniformly mixed. The stored material shall be protected from freezing in cold weather conditions.
F2-10.1 MATERIALS
The materials for asphalt seal coat shall conform to section 203-9 of the SSPWC. Seal coat materials may be Poly-Kote Sealer TA-1000 by Tri-American, OverKote by Reed & Graham, Guardtop by Western Emulsions, or approved equal. No materials containing coal tar will be allowed.
F2-10.1.1 Emulsion
Asphaltic Emulsion shall be SS1h, base asphalt pen value 40_60, conforming to the requirements in Section 94, "Asphaltic Emulsions" of the July 2006 Caltrans Standard Specifications, with the exception of the penetration on reside from distillation which will conform to a value of 20 to 60, or Clay stabilized emulsion, with a base asphalt pen value 40 _60, a pH not greater than 7.0, and a solids content not less than 45%.
The properties of the SS1h shall be determined in accordance with ASTM Test Method D-244.
Water shall be potable and of such quality that the asphalt will not separate from the SS1h before the seal coat is in place in the work.
Mineral Aggregate components shall be 98% passing the #18 mesh sieve. These components ree of lumps of clay, glass,
The properties of the Mineral Aggregate components shall be determined in accordance with ASTM Test Method C-136.
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F2-10.2 CONSTRUCTION
F2-10.2.1 Surface Preparation
The surface to receive Asphalt Seal coat must be free of all foreign material and dry immediately prior to seal coat application. Cleaning may be by air blowing, vacuum, mechanical sweeper, washing, or other techniques as approved by the Engineer. If washing the existing surface is used, the surface shall not have any standing water prior to application of the seal coat. Salt, deicing agents, fertilizers, hard water deposits, oil spots and other such chemicals require extraordinary cleaning measures.
Cracks in excess of 3/32 of an inch, but less than one inch width must be sealed prior to application of the sealcoat. Cracks shall be sealed as specified in the technical specifications.
Cracks wider than one inch shall be filled with 3/8 inch or sheet mix. The properties of the crack filler shall be compatible with the Asphalt Seal coat.
Prior to application of seal coat, deposits of grease or oil shall be cleaned by scraping, burning, and/or the use of approved detergents in order to promote adhesion of the seal coat. After cleaning the areas as described above, the areas shall be sealed with an oilseal.
Oilseal shall be a quick drying latex emulsion with suitable additives manufactured specifically for the purpose of isolating the Asphalt Seal coat from any residual oils, petroleum grease, and gasoline stained pavement. The properties of the Oilseal shall be compatible with the Asphalt In areas where the foreign oil or grease has penetrated the asphalt concrete such that cleaning as described above is not effective, the affected areas shall be removed to the depth necessary but not less than 3/4 inch. The removed asphalt concrete shall be replaced with new asphalt concrete.
On excessively weathered surfaces or areas such that cleaning operations leave a film of dust, a tack coat of SS1h conforming to Section 94 of the Standard Specifications shall be applied. The tack coat shall consist of One (1) part SS1h with Four (4) parts water or Two (2) parts Asphalt Seal coat with One (1) part water applied at a rate of 0.05 to 0.10 gal/sq yd. The tack coat must be dry prior to application of the Asphalt Seal coat.
All pavement repairs shall be completed prior to the application of the seal coat.
Asphalt Seal coat shall not be placed on new asphalt concrete until after a 30 day minimum cure period or as directed by the Engineer.
F2-10.2.2 Application
Application of the Asphalt Seal coat shall be by mechanical means using rubber faced squeegees, brooms, spray bars, or combinations of these or other techniques approved by the Manufacturer and by the Engineer.
The Asphalt Seal coat being applied shall be uniform and free flowing, free of lumps and other inconsistencies. Potable water may be added as necessary as per manufacturer's recommendation, for consistency and spread ability but shall not exceed 15% by volume or as F 40
directed by Engineer. If, after the addition of the maximum allowable water volume the seal coat is still unsuitable, the material shall be rejected and removed from the site.
Asphalt Seal coats shall consist of two application coats of material. The seal coat must be thoroughly dry prior to application of the second or subsequent coats.
Application of Asphalt Seal coat in ambient temperatures in excess of 80 degrees Fahrenheit require pretreatment of the asphalt concrete surface with a water mist. The water must not be ponded, but the surface should be damp prior to seal coat application. This treatment shall also be used for application on porous surfaces where the water within the seal coat may be absorbed too quickly by the existing pavement surface.
Asphalt Seal coat shall be applied uniformly over the prescribed area in continuous parallel lines in a manner so that no ridges or missed areas shall exist. Application rates will vary depending on the texture of the existing asphalt surface receiving seal coat with rough textured pavement surfaces requiring more seal coat than smooth surfaces. The following application rates are guidelines only.
Asphalt seal coat minimum application rates shall be 30 gallons per 1,000 square feet.
The first coat of the Asphalt Seal coat to be placed shall contain the addition of #30 mesh sand with additional binder. The addition of sand shall not exceed 3 pounds per gallon without approval of the Engineer. Additional binder shall consist of 1/10 gallon of SS1h or 1-3% Liquid Latex binder per gallon of undiluted Asphalt Seal coat or as directed by engineer.
The properties of the sand shall be determined in accordance with AST testing methods.
The properties of the Liquid Latex shall be such as to be compatible with seal coat product.
Asphalt Seal coat shall not be applied when the ambient temperature is less than 60 degrees F or the surface temperature is less than 55 degrees F. Seal coat shall not be applied within 24 hours immediately prior to rain, freezing temperatures, during rain, or when the surface contains ponded water.
F2-10.2.3 Miscellaneous
Traffic shall not be allowed on the Asphalt Seal coat until the seal coat is thoroughly cured which in warm weather conditions is approximately 24 hours. Minor scuffing or power steering marks may occur on a newly applied surface in warm weather.
Irrigation watering should be kept off for at least 24 hours after the application of Asphalt Seal coat.
A tack coat is required when using Asphalt Emulsion based seal coat over pavements previously treated with Coal Tar.
Striping for parking and traffic flow should be done only after the seal coat has thoroughly dried.
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F2-10.3 MEASUREMENT AND PAYMENT
"Crack Fill & Double Seal Coat" will be measured by the square foot of application area. The contract price paid per square foot for seal coat shall include full compensation for furnishing all labor, materials, tools, equipment, chemicals, and incidentals, and for doing all the work involved in crack filling, constructing the seal coat, complete in place, including testing and certificates of compliance, cleaning the surface, furnishing added water, and additives.
F2-11 LOWERING AND ADJUSTING OF UTILITY COVERS
F2-11.1 SCOPE
Utility covers shall be adjusted to finish grade including manhole frames and grates; water valves; survey monument covers; monitoring well covers; miscellaneous utility boxes and water meter boxes. On roadways to be milled, facilities shall be lowered prior to cold planing and adjusted to finish grade after completion of the resurfacing work. Adjusting water valves shall include water valve cover, valve box, and eight (8) inch riser. The Contractor shall coordinate with the respective owner of the utility to place the required materials prior to adjustment and after work is completed.
F2-11.2 CONSTRUCTION
The CONTRACTOR shall mark, as approved by the Engineer, and completely protect with heavy plastic or other suitable material, as approved by the Engineer, all utility covers or other items which are visible on the surface and will be covered by his operations. This shall be completed prior to the start of that operation and approved by the Engineer.
All utility covers on streets to be milled shall be lowered prior to milling and patched flush with the adjacent roadway. See Cold Planing for additional information.
CONTRACTOR shall contact utility companies at least 48 hours prior to adjustment and after work is completed and report via EADOC.
For all sewer manhole covers from the Sanitation District, the CONTRACTOR shall coordinate with Saul Soto at the Sanitation District of Los Angeles County for inspection at (661) 713-6012 48 hours prior to lowering the manhole covers, and shall ensure that the pick hole is clear of all asphaltic or fabric materials immediately after each stage of work, thus enabling the Sanitation Department to identify where any sewer system back-up might be by the visible presence of effluent.
All utility covers shall be raised to grade after construction of the final resurfacing materials. The length of time between paving and the raising of any given cover shall not exceed seven (7) days.
Care shall be taken to keep frames and covers clean. All existing water valve boxes with a concrete collar are to be replaced with a new traffic rated box and cover such as an Christy G3 or equal.
The new survey monument covers shall be Alhambra Frame, Plate No. A-2925-F and cover, Plate A-2925-C marked Survey Monument.
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Any materials that have adhered to the frames and covers whether fresh or existing shall be removed.
The concrete around the manholes, survey monuments and water valves shall be left 1-1/2" lower than the adjacent pavement. The surface shall be tack coated with 0.10 gallons per square yard and paved with Type D-2 asphalt concrete. Immediately after placement, the surface shall be sand sealed.
Concrete around manholes, survey monuments, and other utility covers with collars shall not be left exposed before final paving. Concrete around manholes survey monuments, and other utility covers with collars shall be placed a minimum of 5 hours prior to opening to traffic.
Concrete around manholes, survey monuments, and other utility covers with collars shall meet the following requirements:
Compressive Strength: 4000 psi @ 3 days,
The CONTRACTOR must place hot mix asphalt the same work day the manholes, survey monuments, and other utility covers with collars are adjusted or place, clean and sweep cold mix asphalt the same work day manholes are adjusted, and maintain the cold mix asphalt until final paving. Road shall be completely open to traffic with cones and delineators around adjusted manholes and utility covers removed at the end of the work day on days utility covers are adjusted.
Final paving shall be completed within 24 to 48 hours after placement of concrete collars around adjusted facilities.
At the location of the monitoring wells to be overlaid, the location of the wells shall be marked on the curbs. A site sketch shall be provided to the city indicating the location and distances of the monitoring wells relative to the curb markings 5 working days prior to paving.
F2-11.3 MEASUREMENT AND PAYMENT
Measurement and payment for lowering and adjusting various utilities as listed in the bid schedule will be made at the contract unit price per EACH. The above unit prices include any costs incurred for keeping the manhole cover pick holes clear, and no further payment will be made for these items. The above contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, inventory of manholes, survey monuments and utility covers, and incidentals for adjusting utility covers in accordance with the Contract Documents.
Utilities include, but not limited to, manholes, valves and utility boxes.
The cost of raising valves in slip cans with no existing concrete collar will be included in the cost of the paving operation and no additional compensation will be allowed. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions.
Section 3-2.2.2 "Increases of More Than 25 Percent" and Section 3-2.2.3 "Decreases of More Than 25 Percent" shall not apply to the bid items related to lowering and adjusting utility covers and valves.
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F2-12 TRAFFIC STRIPING, MARKINGS & SIGNS
F2-12.1 TRAFFIC STRIPING, MARKINGS & SIGNS
The work consists of replacing all existing pavement striping and markings, installing signs or making modifications indicated on the plans and in the specifications.
F2-12.2 MATERIALS
Traffic striping & marking materials shall be per the provisions of Section 210-1 and 214 of the Caltrans Standard Specifications Latest Edition.
F2-12.3 CONSTRUCTION
Traffic striping and pavement markings shall be replaced within the limit of pavement rehabilitation and if necessary carried 50 feet into the cross street on to pavement that's not being replaced.
Methods of application of traffic striping, curb and pavement markings, and pavement markers shall conform to Section 314 of the Caltrans Standard Specifications Latest Edition.
Traffic striping and pavement markings that are shown on the plans are shown / designated per Caltrans Standard Plans. The Contractor shall be responsible for verifying the proposed striping plan with the Engineer and establish dimensions for lane widths and all other features existing or shown on the plans prior to removing, obliterating, covering any existing striping, or starting work on the affected street. For crosswalks, the CONTRACTOR shall mark on the curb face a point, showing where the extension of the crosswalk intersects. This will ensure that the crosswalk alignment will be installed the same way before it was removed. The verified and dimensioned striping plan must be submitted to the Engineer and approved prior to commencing any striping and marking operations on the affected street.
All alignments and layout measurements, and other work necessary to locate and replace traffic stripes and pavement markings shall be performed by the CONTRACTOR. The City will not provide any assistance, information, or materials to the CONTRACTOR. It will be entirely the responsibility of the CONTRACTOR to perform all necessary pre-construction and construction layout work, obtain all necessary measurements and information, and prepare all plans for performing the striping and marking work as specified. All traffic control systems necessary for performing striping and marking, as directed by the Engineer, shall be the responsibility of the CONTRACTOR.
The CONTRACTOR shall layout the traffic striping and marking pattern with temporary striping after the construction is completed and before the roadway is made available for use by traffic.
Finished striping and marking shall not be applied until fourteen (14) days after construction has been completed and shall be applied within five (5) working days after the initial fourteen (14) days. The CONTRACTOR shall be responsible for the maintenance of temporary striping until the completion of final striping and marking operations.
All existing striping and markings shall be removed prior to treatment application.
Blue raised pavement markers shall be placed at all Hydrant location.
Remove all temporary traffic markers
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Multiple mobilizations of the striping crews and equipment may be required throughout the project.
Temporary striping may be different from final striping. Narrower temporary lanes will be allowed.
Minimum allowable width will be approved by the City Traffic Engineer.
Contractor shall provide temporary striping per the final striping plan on the first layer of Microsurtacing. Black out will not be allowed. Temporary tabs on Slurry Seal and Microsurfacing streets are not allowed. Temporary striping must be provided on the same day as the treatment. If Contractor does not follow the final layout, the City may require the Contractor to re-apply the treatment again.
F2-12.4 MEASUREMENT AND PAYMENT
The unit prices for traffic striping shall include full compensation for furnishing all labor, materials, tools, equipment, sketches, striping inventory, tie-downs, layout, and placing of all temporary including cat tracking or temporary striping, and final traffic striping; and for doing the work involved in or appurtenant to any locations where damaged striping has occurred with equal to or better, layout, and placing of all traffic striping, thermoplastic, markings and markers as shown on the plans or described in these Special Provisions. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions.
Section 3-2.2.2 "Increases of More Than 25 Percent" and Section 3-2.2.3 "Decreases of More Than 25 Percent" shall not apply to the bid items associated with Striping Details that are measured by the linear foot.
Payment of "Bicycle Group Legend" will be paid for by the each and will include the "Bike Lane Symbol" and "Bike Lane Arrow".
Measurement and Payment for "White / Yellow Continental Crosswalk" shall include all stripes as indicated in the City Detail.
Remove and replace post and sign shall be included in the incidentals.
F2-13 REMOVE ROOTS UNDER CONCRETE OR PAVEMENT REPAIRS
F2-13.1 GENERAL
All tree roots under the concrete or pavement to be repaired shall be removed as described herein. This item includes root removal where trees have been previously removed. The CONTRACTOR shall coordinate with and receive approval from City Arborist for all root pruning / trimming.
F2-13.2 CONSTRUCTION
The CONTRACTOR shall remove all tree roots under the concrete or pavement to be repaired to a depth of 12 inches below the concrete subgrade. Roots shall be cut at the limits of the concrete repairs prior to physically removing the roots. Any damage done to adjacent concrete or other improvements due to the failure to sever roots at the limits of the concrete repair shall be repaired F 45
at the CONTRACTOR's expense.
The area where roots have been removed shall be backfilled with native material or Class 2 Aggregate Base. The area to be backtilled shall be scarified prior to the addition of backfill and shall be compacted to 90% relative compaction under concrete repairs and 95% under pavemen epairs. The limits of root removal shall be 10 feet to each side of the tree or shrub causing the damage unless otherwise authorized by the Engineer.
F2-13.3 PAYMENT
The work of Trim and Prune Tree Root shall be paid for on a unit price basis by the square foot.
The unit price shall include all costs for locating, severing and removing roots; supplying, installing and compacting backfill; and all the miscellaneous work necessary to complete the work for each location of concrete or pavement repair.
F2-14 TEMPORARY VIDEO DETECTION / TRAFFIC LOOPS
F2-14.1 SCOPE
Work to be performed under this Section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to install temporary video detection systems and replace existing loop detectors at various street intersections. It is anticipated that all the existing loop detectors at the intersections will be damaged by the proposed pavement cold planing and removal of surfacing and base. Loop detectors at cross streets may also be affected and will necessitate installation of temporary video detection systems during construction. Permanent loops shall be replaced after paving to reestablish a functioning traffic signal system.
F2-14.2 MATERIALS
Unless otherwise allowed by the Engineer, all replaced signal loops shall be 6-foot diameter circular loops (Type E). Loop wire shall be Type I.
Contractor is responsible for supplying and installation of VDS Hybrid cable, Camera Bracket, and Iteris power supply breaker in controller cabinet.
All such work shall conform to the details and provisions of the State of California, Department of Transportation's Standard Plans and Section 307, "Street Lighting and Traffic Signals," of the Standard Specifications, 2012 Edition, and these Special Provisions, except that Subsection 307-
5.4, "Payment," is modified herein.
F2-14.3 CONSTRUCTION
All traffic signal loop replacements shall be installed per City of Santa Clarita Standard Plan, Loop Detector Layout Detail and Los Angeles Standard Plan, Bicycle / Vehicle Loop Detector Installation, Winding Detail of the Loops, and as shown on the plans.
The proposed locations of the replaced signal loops detectors shall be marked in the field and approved by the Engineer prior to installation.
Maintaining the traffic signals during construction shall be a part of this work.
F 46
Temporary Video Detection Systems (VDS) shall be installed at locations shown on the plans prior to cold planing and/or Remove & Replace digout operations are conducted.
Failure to install temporary Video Detection System prior to Cold Planing or Remove and Replace operations at designated locations will result in liquidated damages of $2,000 per affected loop detector. Failure will cause the work to be performed by City forces and the Contractor shall be back charged for the work. Prior to initiating any work on street which contain signal loop detectors, the contractor shall prepare drawings of all signal loops in the affected work area. The drawing shall show the size and location of the existing loops, routing of wiring, and proposed replacement location.
Where the loop stub-out of an existing pull box is disturbed by the contractor's operations, the stub-out shall be reconstructed and will be considered incidental cost of the loop installation. The contractor shall test the detectors with a motor-driven cycle, as defined in the California Vehicles Code that is licensed for street use by the Department of Motor Vehicles of the State of California.
The unladen weight of the vehicle shall not exceed 220 pounds and the engine displacement shall not exceed 100 cubic centimeters. Special features, components or vehicles designed to activate the detector will not be permitted. The contractor shall provide an operator who shall drive the motor-driven cycle through the response or detection area of the detector at not less than 3 miles per hour nor more than 7 miles per hour.
Traffic loops will be disconnected or connected by the contractor. The contractor shall notify the Engineer 24 hours prior to any detector being disconnected or connected. Timing adjustments shall be made by City Traffic personnel.
F2-14.4 MEASUREMENT AND PAYMENT
Temporary Video Detection and Traffic loops shall be measured and paid for at the contract unit price per each installed/replaced.
The unit price paid per each "Install Temporary Video Detection System" shall include all costs associated with installation of VDS Hybrid cable, Camera Bracket, and Iteris power supply breaker in controller cabinet, etc. required to install the temporary video detection system in accordance with Caltrans standards.
The unit price paid per each "Remove and Install Permanent Traffic Loops" shall include all costs associated with underground conduit, wiring, pull boxes and vaults, signal loops, connections, elastomeric sealer, testing, etc. required to remove and install the replacement loop in accordance with Caltrans standards. Traffic loops shall be round.
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EX PAVEMENT, OUTTER TACK COAT ALL VERTICAL
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
BIDDER'S BOND
Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
Proposals must be accompanied by a proposal guarantee consisting of a certified check, cashier's check or BIDDER's bid bond payable to the CITY or cash deposit in the amount not less than ten (10) percent of the total amount bid. Certified check, cashier's check or Bidder's bid bond must be received at City Hall, 23920 Valencia Blvd., Santa Clarita, CA 91355, Attn: Purchasing, Suite 120, and marked with the words "BID BOND FOR" and the bid #, no later than the bid closing date and time, for the BIDDER to be considered responsive.
NOTE: The following form shall be used in case check accompanies bid.
Accompanying this Proposal is a *certified/cashier's check payable to the order of the City of Santa Clarita N/A Bid Bond tobe Udollars ($ _), this amount being not less than ten percent (10%) of the total amount of the bid. The proceeds of this check shall become the property of said CITY provided this Proposal shall be accepted by said CITY through action of its legally constituted contracting authorities, and the undersigned shall fail to execute a contract and furnish the required bonds within the stipulated time; otherwise, the check shall be returned to the undersigned.
Project Name: 21-22 Annual Slurry Seal Project M0144SS
Bid No. ENG-21-22-M0144SS
Project No. M0144S5
Все рі ент
Fames win.
Bidder's Signature
Pavement Coatings co.
CONTRACTOR/BIDDER
10240 San Sevaine Way
Address
Jurula Valley, CA 91752
City, State, Zip Code
* Delete the inapplicable work.
If the bidder desires to use a bond instead of a check, the following form shall be executed.
The sum of this bond shall be not less than ten percent (10%) of the total amount of the bid DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
PROPOSAL GUARANTEE BID BOND
Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
KNOW ALL PERSONS BY THESE PRESENTS that Pavement Coatings Co. → as BIDDER, and The Ohio Casualty Insurance Company _as SURETY, are held and firmly bound unto the Ten Percent
City of Santa Clarita, as CITY, in the penal sum of of Amount Bid dollars ($10% of Amt. Bid), which is ten percent (10%) of the total amount bid by BIDDER to CITY 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 CITY for the above-stated project, if said bid is rejected, or if said bid is accepted and the 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 CITY.
IN WITNESS WHEREAS, the parties hereto have set their names, titles, hands, and seals, this 1st Day of February , 20_22
James Wu - Vice President
CONTRACTOR:
Name and Title of Signatory
Pavement Coatings Co.
Legal Name of Bidder
10240 san Sevaine Way, Jurupa Valley. Ca 91752
Bidder Address
714-826-3011 952916670
Telephone Number Federal Tax I.D. No.
SURETY*: Binges hopes
lame Brigid Lopez, Attorney-in-Fact
(714) 257-9644 [email protected]
Phone Number and Email
175 Berkeley Street, Boston, Massachusetts 02116
Address
*Provide BIDDER and SURETY name, phone number, email, and the name, title, address, and phone number for authorized representative. IMPORTANT - Surety Companies executing Bonds must appear on the Treasury Department's most current list (Circular 570, as amended) and be authorized to transact business in the State where the project is located.
This document must be notarized prior to submittal.
This Power of Attorney limits the acts of those named herein, and they have no authority t ind the Company except in the manner and to the extent herein statec Liberty Liberty Mutual Insurance Company
Mutual. The Ohio Casualty Insurance Company Certificate No: 8205623-971991 West American Insurance Company
SURETY
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Brian A.
McGoldrick; Brigid Lopez; Evett Lam; Richard L. Wells
all of the city of Placentia state of CA each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 20th day of May 2021
iberty Mutual Insurance Company
SUALTY INSURANCE The Ohio Casualty Insurance Compan
MUTUAL CORPORATE •CORPORATE INSURANCE MERICAN CORPORATE West American Insurance Company 1912 1919 1991
11Y39 davil Cany
INDIANA
THI LSEM ANG By:
David M. Carey, Assistant Secretary
State of PENNSYLVANIA
SS
County of MONTGOMERY
2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance (POA) verification inquiries, On this 20th day of May
Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written.
TERESA PASTEL Commonwealth of Pennsylvania - Notary Seal currency rate, interest rate or residual value guarantees. CAN NEATENS Teresa Pastella, Notary Public Pastella lease call 610-832-8240 or email [email protected] Montgomery County
Not valid for mortgage, note, loan, letter of credit, My commission expires March 28, 2025 By:
Commission number 1126044
Teresa Pastella, Notary Public
Member, Pennsytvania Association of Notaries
PUBLIC
This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: For bond and/or Power of Attornev ARTICLE IV - OFFICERS: Section 12. Power of Attorney.
Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority.
ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings.
Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary.
Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations.
Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed.
1, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked.
IN TESTIMONY WHEREOF, i have hereunto set my hand and affixed the seals of said Companies this Ist _day of February _ 2022
HUAL INSURANCE NSURANCE
CORPORATE CORPORATE •CORPORATE
1912 1919 1991 Rent cals
OHI By:
INDIANA Renee C. Liewellyn, Assistant Secretary
THI ANVIN 1S3M INVA
LMS. 12873 LMIC DCIC WAIC Muiti Co 02/21
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of Orange
On_February 1, 2022 before me, _Evett Lam, Notary Public Date Here Insert Name and Title of the Officer
personally appeared Brigid Lopez
Name(s) of Signers)
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.
EVETT LAM
Notary Public - California WITNESS my hand and official seal.
Orange County
Commission # 2380930
My Comm. Expires Oct 31, 2025
Signature
Signature of Notary Public
Place Notary Seal Above
OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: _ Document Date: _
Number of Pages: Signers) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Signer's Name:
• Corporate Officer - Title(s): • Corporate Officer - Title(s):
1 Partner - • Limited • General • Partner - • Limited • General • Individual • Attorney in Fact • Individual • Attorney in Fact ] Trustee • Guardian or Conservator • Trustee • Guardian or Conservator • Other: • Other:
Signer Is Representing: Signer Is Representing:
©2014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of Riverside )
On 2/9/2022 before me, _ Corbin Tyler Pierce, Notary Public Date Here Insert Name and Title of the Officer
personally appeared James Wu
Name(5) of Signer ($)
who proved to me on the basis of satisfactory evidence to be the person(ś) 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(iés), and that by his/her/their signature(s) on the instrument the person(s) 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.
CORBIN TYLER PIERCE WITNESS my hand and official seal.
Notary Public - California
Riverside County
Commission # 2342474
My Comm. Expires Jan 19, 2025 Signature
Signature of Notary Public
Place Notary Seal Above
- OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: _ Bid Bond Document Date: 2/1/2022 Number of Pages: _ Signers) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Signer's Name:
] Corporate Officer - Title(s): _ Corporate Officer - Title(s):
3 Partner - • Limited [: General Partner - !! Limited General Individual L Attorney in Fact Individual • Attorney in Fact i Trustee Guardian or Conservator Trustee I Guardian or Conservator • Other: | Other:
Signer Is Representing: Signer Is Representing:
©2014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
BIDDER'S INFORMATION AND CERTIFICATION
Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. MO144SS
City of Santa Clarita, CA
Bidder certifies that the representations of the bid are true and correct and made under penalty of perjury.
EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
Bidder certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any CITY, 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.
CERTIFICATION REGARDING DIR CONTRACTOR/SUBCONTRACTOR REGISTRATION By my signature hereunder, as the Contractor, I certify that Contractor, and all Subcontractors listed on the Subcontractor Designations form are the subject of current and active contractor registrations pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720) of the California Labor Code. Contractor's registration number is indicated below. Subcontractors' registration numbers are indicated on the Subcontractor Designations form.
Bidder's Name: Pavement Coatings Co.
Business Address: 10240 San Sevaine Way Jurupa Valley, CA 91752 Telephone No.: 714-826-3011
State CONTRACTOR's License No. & Class: 303609 A, C-32
DIR No.: 1000003382
Original Date: 3-3-1975 Expiration Date: 9-20-2022
The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal:
Doug Ford- President-10240 San Sevaine Way Jurupa Valley, CA 91752 / 714-826-3011 DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC James Wu- Vice President-10240 San Sevaine Way Jurupa Valley, CA 91752 / 714-826-3011 Tom Mucenski- Secretary-10240 San Sevaine Way Jurupa Valley, CA 91752 / 714-826-3011 Nathan Beyler- Treasurer-10240 San Sevaine Way Jurupa Valley, CA 91752 / 714-826-3011 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal, or any firm, corporation, partnership or joint venture of which any principal having an interest in this proposal was an owner, corporate officer, partner or joint venture are as follows:
N/A
All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:
None
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all aforementioned principals this day of 20 22
February
Tail
BIDDER:
Signature
James Wu-Vice President
Name and Title of Signatory
Pavement Coatings Co.
Legal Name of Bidder
10240 San Sevaine Way Jurupa Valley, CA 91752
Address
714-826-3011 95-2916670
Telephone Number Federal Tax I.D. No.
This document must be notarized prior to submittal.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGVENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of Riverside )
On 2/9/2022 before me, - Corbin Tyler Pierce, Notary Public Date Here Insert Name and Title of the Officer
personally appeared James Wu
Name($) of Signers)
who proved to me on the basis of satisfactory evidence to be the person(ś) whose named) 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.
CORBIN TYLER PIERCE WITNESS my hand and official seal.
Notary Public - California
Riverside County
Commission # 2342474 Signature
My Comm, Expires Jan 19, 2025
Signature of Notary Public
Place Notary Seal Above
- OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: _ Bidder's Information - Document Date: 2/9/2022 Number of Pages: Signers) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Signer's Name:
1 Corporate Officer - Title(s): | Corporate Officer - Title(s):
Partner - • Limited General Partner - Limited • General Individual Attorney in Fact Individual Attorney in Fact Trustee Guardian or Conservator Trustee I Guardian or Conservator Other: Other:
Signer Is Representing: Signer Is Representing:
©2014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
BIDDER'S QUESTIONNAIRE
Bid #ENG-21-22-MO144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
1. Submitted by: Pavement Coatings Co. Telephone: 714-826-3011 Principal Office Address: 10240 San Sevaine Way Jurupa Valley, CA 91752
2. Type of Firm:
• C Corporation
* S Corporation
Individual/Sole Proprietor or Single -Member LLC
Partnership
Limited Liability Company "C" C-Corp
• Limited Liability Company "S" S-Corp
• Limited Liability Company "p" Partnership
• Other
3a. If a corporation, answer these questions:
Date of Incorporation: 3-3-1975 State of Incorporation: California President's Name: Doug Ford
Vice-President's Name: _ James Wu
Secretary or Clerk's Name: Tom Mucenski
Treasurer's Name: Nathan Beyler
3b. If a partnership, answer these questions:
Date of organization: N/A State Organized in: N/A
Name of all partners holding more than a 10% interest:_ N/A Designate which are General or Managing Partners.
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC BIDDER'S QUESTIONNAIRE (cont'd)
Bid #ENG-21-22-MO144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
Name of person holding CONTRACTOR's license: Doug Ford- President License number: 303609 Class: A, C-32 _Expiration Date: 9-30-2022 D.I.R. Registration # 1000003382
5. CONTRACTOR's Representative: James Wu
Title: Vice President
Alternate: Tom Mucenski
Title: Secretary
List the major construction projects your organization has in progress as of this date:
A.
Owner: City of San Diego- Slurry Seal Group 2025
Project Location: City of San Diego - Various Areas
Type of Project: Slurry Seal
B.
Owner: County of Riverside-Slurry Seal and Curb Ramps Accessibility Project Districts 4 and 5 Project Location: Riverside County- Various Areas
Type of Project: _ Slurry Seal, Micro-Surfacing, and Chip Seal C.
Owner: City of San Diego- Slurry Seal Group 2121
Project Location: City of San Diego - Various Areas
Type of Project: Slurry Seal
BID SCHEDULE
BID # ENG-21-22-M0144SS
21-22 ANNUAL SLURRY SEAL PROJECT
BASE BID
BIDDER: Pavement Coatings Co.
ITEM TOTAL UNIT *TOTAL
NO. BID ITEMS UNIT
QTY PRICE COST
Mobilization, Bonds & Insurance LS 1 40,000
40,000. 00
Traffic Control LS 1 304,310.0309,310.00
Storm Water Pollution Control Program LS 1 20,000 20,000,00 4 Crack Seal & Slurry Seal (Type II) TN 3,009 360.001,083,240.00 5 4" Remove and Replace SF 38,000 4.25 161,500.00
6 Trim and Prune Tree Root SF 264 25.00 6.600.00
7 Lower Manhole Covers EA 2
1,000.002,000.00
8 Adjust Manhole Covers to Finish Grade EA 2
150.002,300.00
9 Lower Water Valve Covers EA 2
800.00 1600.00
10 Adjust Water Valve Cover Finish Grade EA 2 825.00 1,650.00 11 12" White Crosswalk / Limit Line (Thermo) LF 1,556 2.00 3,112.00
12 White Continental Crosswalk LF 253 15.00 3,795.00
13 Yellow Continental Crosswalk LF 458
15.00 6,870.00
14 Install Blue RPM @ Fire Hydrant EA 65
20.00 1,300.00
15 Striping Detail #1 (Thermo & Markers) LF 1,975 0.5S 1,086.25 16 Striping Detail #12 (Thermo & Markers) LF 270 0.65 175.50 17 Striping Detail #13 (Thermo & Markers) LF 875 1.00 $75.00 18 Striping Detail #21 (Thermo & Markers) LF 278 1.00 278.00 19 Striping Detail #22 (Thermo & Markers) LF 9,683 1.50 14,524. 50 20 Striping Detail #23 (Thermo & Markers) LF 1,986 1.50 2,979.00 21 Striping Detail #27B (Thermo & Markers) LF 1,390 0.60 834.00 22 Striping Detail #32 (Thermo & Markers) LF 365 1.35 492.75 23 Striping Detail #38 (Thermo & Markers) LF 817 1.25 L,021,25 24 Striping Detail #38A (Thermo & Markers) LF 1,479 1.00 (,479.00 25 Striping Detail #38C (Thermo & Markers) LF 765 1.50 1,147.50 26 Striping Detail #41A (Thermo & Markers) LF 940 1.00 940.00 27 Arrow Type 1 (Thermo) EA 1 65.00 65.00
28 Arrow Type IV (L/R) (Thermo) EA 30 65.00 1,950.00
29 Arrow Type VII (L/R) (Thermo) EA 3 110.00 330.00
30 "STOP" Legend (Thermo) EA 48 90.00 4,320.00
31 "SLOW" Legend (Thermo) EA 8 90.00 720.00
32 "SCHOOL" Legend (Thermo) EA 8 140.00 1120.00
33 "XING" Legend (Thermo) EA 8 90.00 720.00
34 "AHEAD" Legend (Thermo) EA 1 1110.00 1110.00
TOTAL
BASE BID TOTAL AMOUNT IN FIGURES: 1,678, 444.75
BASE BID TOTAL AMOUNT IN WORDS: one million six hundred seventy eight Thousand four nundred forty four dollars and seventy five cents. *NOTE: In case of error in extension of price into the total price column, the unit price will govern.
The award of contract, if made, will be to the lowest responsive BIDDER determined solely by the AGENCY. The AGENCY also reserves the right to add/delete the quantities to the existing bid items, or delete the entire bid item if they are found not required by the Agency during the course of the construction, or add new bid items or scope of work by Contract Change Order at any time during the project up to the last contract working day.
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
BID SCHEDULE
BID # ENG-21-22-M0144SS
21-22 ANNUAL SLURRY SEAL PROJECT
ALT 1 VALLEY CENTER DRIVE
BIDDER: Pavement Coatings Co.
ITEM UNIT *TOTAL
NO. BID ITEMS UNIT QTY
PRICE COST
1 Mobilization, Bonds & Insurance LS
r r 3,000 3,000. 00
2 Traffic Control LS 58,450 58,450.
00 Storm Water Pollution Control Program LS 2,500.00 2,500.00 4 Crack Seal & Microsurfacing w/ Black Rock TN 123 605.00 74.415.00 5 4" Remove and Replace SF 5,733 4.25 24,365. 25
6 12" White Crosswalk / Limit Line (Thermo) LF 472 2.00 444.00 Striping Detail #12 (Thermo & Markers) LF 2,431 0.65 1,580.15 Striping Detail #38 (Thermo & Markers) LF 372 1.25 465.00 9 Striping Detail #38A (Thermo & Markers) LF 1,889
1.00 1,889.00
10 Striping Detail #41A (Thermo & Markers) LF 84
1.00 84.00
11 Arrow Type IV (L/R) (Thermo) EA 33 65.00 2,145.00
12 Arrow Type | 18'-0" EA 4 115.00 460.00
TOTAL
ALTERNATE 1 BID TOTAL AMOUNT IN FIGURES: 170,297.40
ALTERNATE 1 BID TOTAL AMOUNT IN WORDS:
ine send sevent thousand to hundred
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.
The award of contract, if made, will be to the lowest responsive BIDDER determined solely by the AGENCY. The AGENCY also reserves the right to add/delete the quantities to the existing bid items, or delete the entire bid item if they are found not required by the Agency during the course of the construction, or add new bid items or scope of work by Contract Change Order at any time during the project up to the last contract working day.
BID SCHEDULE
BID # ENG-21-22-M0144SS
21-22 ANNUAL SLURRY SEAL PROJECT
ALT 2 C27
BIDDER: Pavement Coatings Co.
ITEM BID ITEMS TOTAL UNIT *TOTAL
NO. UNIT PRICE
QTY COST
1 Mobilization, Bonds & Insurance LS 4,000.009,000.00
2 Traffic Control LS 59,600 59,600c00
3 Storm Water Pollution Control Program 4,000.00
4 Crack Seal & Slurry Seal (Type II) 695 376.00 261,320 5 4" Remove and Replace 15,312 4.25 25,076.00
Lower Water Valve Covers 2 800.00
1,600.00
7 Adjust Water Valve Cover Finish Grade 2 $25.00
1650.00
8 12" White Crosswalk / Limit Line (Thermo) LF 83
2.00 166.00
9 Install Blue RPM @ Fire Hydrant EA 34
20.00 680.00
10 Striping Detail #21 (Thermo & Markers) LF 3,550 1.00 3,550.00 11 Striping Detail #23 (Thermo & Markers) LF 960
1.50 1,440.00
Striping Detail #27B (Thermo & Markers) LF 6,480 0.65 4,212.00 "STOP" Legend (Thermo) EA 4 190.00 360.00
TOTAL
ALTERNATE 2 BID TOTAL AMOUNT IN FIGURES: 4|2, 654.00
ALTERNATE 2 BID TOTAL AMOUNT IN WORDS Feur hundred twelve thousand six hundred fifty four dollars and zero cents.
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.
The award of contract, if made, will be to the lowest responsive BIDDER determined solely by the AGENCY. The AGENCY also reserves the right to add/delete the quantities to the existing bid items, or delete the entire bid item if they are found not required by the Agency during the course of the construction, or add new bid items or scope of work by Contract Change Order at any time during the project up to the last contract working day.
BID SCHEDULE
BID # ENG-21-22-M0144SS
21-22 ANNUAL SLURRY SEAL PROJECT
ALT 3 N9
BIDDER:_ Pavement Coatings Co.
ITEM BID ITEMS UNIT TOTAL UNIT *TOTAL
NO. QTY PRICE COST
1 Mobilization, Bonds & Insurance LS 9,000 9,000.00
2 Traffic Control LS 63,950 63,950.00
Storm Water Pollution Control Program LS 3,000.003,000.00 4 Crack Seal & Slurry Seal (Type II) TN 500 382.00 191,000.00 5 4" Remove and Replace SF 4.25 106,165.00
2,900
6 Trim and Prune Tree Root SF 25.00 5,250.00
12" White Crosswalk / Limit Line (Thermo) LF 597 2.00 L194.00 Yellow Cont. Xwalk LF 45 12.00 540.00
Install Blue RPM @ Fire Hydrant EA 19 20.00 380.00
10 Striping Detail #21 (Thermo & Markers) LF 30 1.00 30.00 11 Striping Detail #22 (Thermo & Markers) LF 52 1.50 78.00 12 Striping Detail #23 (Thermo & Markers) LF 920 1•50 L,380.00 13 "STOP" Legend (Thermo) EA 24 40.00 2,160.00
TOTAL
ALTERNATE 3 BID TOTAL AMOUNT IN FIGURES: 384, 127.00
ALTERNATE 3 BID TOTAL AMOUNT IN WORDS. Three hundred eignty fow thousand one hundred twenty seven dollars and zero cents.
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.
The award of contract, if made, will be to the lowest responsive BIDDER determined solely by the AGENCY. The AGENCY also reserves the right to add/delete the quantities to the existing bid items, or delete the entire bid item if they are found not required by the Agency during the course of the construction, or add new bid items or scope of work by Contract Change Order at any time during the project up to the last contract working day.
BID SCHEDULE
BID # ENG-21-22-M0144SS
21-22 ANNUAL SLURRY SEAL PROJECT
ALT 4 N11
BIDDER: Pavement Coatings Co.
TOTAL UNIT *TOTAL
ITEM BID ITEMS QUANTITI
UNIT PRICE
NO. ES COST
]Mobilization, Bonds & Insurance LS 15,000 15,000.00
Traffic Control LS 103,000 103.000-00
3 Storm Water Pollution Control Program LS 6,000.006,000.00 4 [Crack Seal & Slurry Seal (Type I) TN 365.00 405,515.00 5 14" Remove and Replace SF 47,956 4.25 203,813.00
6 Trim and Prune Tree Root SF 700 25.00 17,500.00
7 Adjust Manhole Covers to Finish Grade EA 6 1,150.00
6,900.00
Lower Water Valve Covers EA 5 800.00 4,000.00
9 12" White Crosswalk / Limit Line (Thermo) LF 607
2.00 1,214.00
10 Yellow Cont. Xwalk LF 130 12.00
$560.00
11 Install Blue RPM @ Fire Hydrant EA 56 20.00
1120.00
12 Striping Detail #1 (Thermo & Markers) LF 1,010 0.55 555.50 13 Striping Detail #12 (Thermo & Markers) LF 535 0.65 347.75 14 Striping Detail #21 (Thermo & Markers) LF 3,452 3,452.00
1.00 15 Striping Detail #22 (Thermo & Markers) LF 210 1.50 31S. 00 16 Striping Detail #27B (Thermo & Markers) LF 8,365 0.65 5,437,25 17 Striping Detail #32 (Thermo & Markers) LF 760 1.2S 950.00 18 Striping Detail #33 (Thermo & Markers) LF 710 225 1,597.50 19 Striping Detail #38 (Thermo & Markers) LF 80 1.25 100.00 20 Striping Detail #38A (Thermo & Markers) LF 525 1.00 525.00 21 Striping Detail #38B (Thermo & Markers) LF 56 1.50 84.00 22 Striping Detail #41A (Thermo & Markers) LF 1,840 1.00 1,840.00 23 CHEVRON STRIPING LF 28 4.00 112.00
24 Arrow Type IV (L/R) (Thermo) EA 9 65.00 585.00
25 Arrow Type VII (L/R) (Thermo) EA 1 110.00 110.00
"STOP" Legend (Thermo) EA 23 90.00 2,020.00
27 "AHEAD" Legend (Thermo) EA 1
120.00 120.00
28 '25" Legend (Thermo) EA 2 130.00
65.00 29 AROW TYPE I 10'-0" EA 4 65.00 260.00
30 AROW TYPE | 18'-0" EA 2 115.00 230.00
TOTAL
ALTERNATE 4 BID TOTAL AMOUNT IN FIGURES: 784, 443 .00
ALTERNATE 4 BID TOTAL AMOUNT IN WORDS:Seven hundred eignty four thousand four hundred forty three dollars and zero cents.
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
BID SCHEDULE
BID # ENG-21-22-M0144SS
21-22 ANNUAL SLURRY SEAL PROJECT
ALT 5 TRAIL
BIDDER: _ Pavement Coatings Co.
ITEM UNIT *TOTAL
NO. BID ITEMS UNIT QTY PRICE
COST
1 Mobilization, Bonds & Insurance LS 1 1,000 1,000.00
2 Traffic Control LS 36,000 36,000.00
3 Storm Water Pollution Control Program LS 7,000 7,000.00 4 Crack Fill & Double Seal Coat SF 486,875 248,306.25
0.51 5 4" Remove and Replace SF 2,990 4.25
12,707.50
6 Trim and Prune Tree Root SF 480 25.00 12,000.00
7 12" White Crosswalk / Limit Line (Thermo) LF 124
2.00 248.00
8 "STOP" Legend (Thermo) EA 3
100.00 300.00
Striping Detail #39 (Thermo & Markers) LF 34,182 0.65 22,218.30 10 Striping Detail #39A (Thermo & Markers) LF 22,639
0.55 12,45. 45
11 BIKE LANE ARROW EA 88
80.00 7,040.00
12 BIKE LANE SYMBOL WITHOUT PERSON EA 60
80.00 4,800. 00
TOTAL
ALTERNATE 5 BID TOTAL AMOUNT IN FIGURES: 364,07l. S0
ALTERNATE 5 BID TOTAL AMOUNT IN WORDS: Three hundred sixty four thousan d Seventy one dollars and fifty cants.
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.
The award of contract, if made, will be to the lowest responsive BIDDER determined solely by the AGENCY. The AGENCY also reserves the right to add/delete the quantities to the existing bid items, or delete the entire bid item if they are found not required by the Agency during the course of the construction, or add new bid items or scope of work by Contract Change Order at any time during the project up to the last contract working day.
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.
The award of contract, if made, will be to the lowest responsive BIDDER determined solely by the AGENCY. The AGENCY also reserves the right to add/delete the quantities to the existing bid items, or delete the entire bid item if they are found not required by the Agency during the course of the construction, or add new bid items or scope of work by Contract Change Order at any time during the project up to the last contract working day.
BID SCHEDULE
2021-22 Annual Slurry Seal Project M0144SS
Bid No. ENG-21-22-M0144SS
City Project No. M0144SS
City of Santa Clarita, California
BIDDER: Pavement Coatings Co.
BID SUMMARY
TOTAL PRICE $
IN FIGURES 1,678,444.75
BASE BID
TOTAL PRICE One million sik hundred seventy eight
IN WORDS thousand four hundred forty four dollars and seventy TOTAL PRICE cants
IN FIGURES $ 170,297.40
ADD ALTERNATE 1
TOTAL PRICE One hunched seventy thousand two humdred
IN WORDS ninh, seven dollars and forty cuts
TOTAL PRICE $
IN FIGURES 412,654.00
ADD ALTERNATE 2
Four handrat twelve thousand six hundredl
TOTAL PRICE
IN WORDS Atty four dollars and no cours
TOTAL PRICE
$ 384,127.00
IN FIGURES
ADD ALTERNATE 3
TOTAL PRICE Three hundred eighy four thousand one
IN WORDS hundred twenty seven dollars and no ands
TOTAL PRICE $
IN FIGURES 784,443.00
ADD ALTERNATE 4
TOTAL PRICE saven hundred eigity four thousand four
IN WORDS handed fart, three dollars and no cuts
TOTAL PRICE $
IN FIGURES 364,071.50
ADD ALTERNATE 5
TOTAL PRICE three hundrds siety four thapand severty
IN WORDS ore dollar s and fit couts
TOTAL PRICE § 3,794,03765
IN FIGURES
TOTAL OF BASE BID AND
ALL ADD ALTERNATES three million soven hundred mint, four thanard
TOTAL PRICE
IN WORDS thirty seven dollars and sixty fi de caus
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.
The basis for award of contract shall be the Contractor's Base Bid plus the Alternates.
The Agency reserves the right to add any of the additive Alternates by Contract Change Order at any time during the project up to the last contract working day. The BIDDER agrees to hold all unit prices bid for Additive Alternates constant throughout the duration of the project up to the last contract working day. No additional compensation will be allowed for Alternates added by contract Change Order beyond the amount shown on the DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
CERTIFICATION OF NON-SEGREGATED FACILITIES
Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project MO144SS
City Project No. M0144SS
City of Santa Clarita, California
The BIDDER certifies that it does not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The BIDDER certifies further that it will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it will not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The BIDDER agrees that a breach of this certification is a violation of the Equal Opportunity clause in this Contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms, and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The BIDDER agrees that (except where it has obtained identical certifications from proposed subcontractors for specific time periods) it will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that it will retain such certifications in its files.
Pavement Coatings Co.
BIDDER
Required by the May 19, 1967 order on Elimination of Segregated Facilities, by the Secretary of Labor - 32 F.R. 7439, May 19, 1967 (F.R. Vol. 33, No. 33 - Friday, February 16, 1968 - p. 3065).
DocuSign Envelope ID: 90EC5502-CB15-4A94-BD8D-C08A949986DC
DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
Bid #ENG-21-22-M0144SS
21-22 Annual Slurry Seal Project M0144SS
City Project No. M0144SS
City of Santa Clarita, California
The bidder under penalty of perjury, certified that except as noted below, he/she or any person associated therewith in the capacity of owner, partner, director, office manager:
is not currently under suspension, debarment, voluntary exclusion or determination of ineligibility by any federal AGENCY;
has not been suspended, debarred, voluntarily excluded, or determined ineligible by any federal AGENCY within past three years;
does not have a proposed debarment pending; and
has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 10 years.
If there are any exceptions to this certification, insert the exceptions in the following space.
N/A
Exceptions will not necessarily result in denial of award but will be considered in determining bidders' responsibility. For any exception noted above, indicate below to whom it applies, initialing AGENCY, and dates of action.
N/A
The Contractor further certifies that it shall not knowingly enter into any transaction with any subcontractor, material supplier, or vendor who is debarred, suspended, declared ineligible, or voluntarily excluded from covered transactions by any federal or state department/agency.
NOTE: Providing false information may result in criminal prosecution or administrative sanctions.
The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.
Bidder: aur
Signature
Title James Wu- Vice President