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26-088 Pavement Coatings Co. for 2026 Pavement Maintenance Phase 2 Project
Contract This public works contract ("Contract") is entered into by and between the City of Cupertino ("City") and Pavement Coatings Co. ("Contractor"), for work on the 2026 Pavement Maintenance Phase 2 Project ("Project"). The parties agree as follows: Award of Contract. In response to the Notice Inviting Bids, Contractor has submitted a Bid Proposal to perform the Work to construct the Project. On May 5, 2026, City authorized award of this Contract to Contractor for the amount set forth in Section 4, below. City has elected to include the following Project alternate(s) in the Contract: 2. Contract Documents. The Contract Documents incorporated into this Contract include and are comprised of all of the documents listed below. The definitions provided in Article 1 of the General Conditions apply to all of the Contract Documents, including this Contract. 2.1 Notice Inviting Bids; 2.2 Instructions to Bidders; 2.3 Addenda, if any; 2.4 Bid Proposal and attachments thereto; 2.5 Contract; 2.6 Payment and Performance Bonds; 2.7 General Conditions; 2.8 Special Conditions; 2.9 Project Plans and Specifications; 2.10 Change Orders, if any; 2.11 Notice of Potential Award; 2.12 Notice to Proceed; and 2.13 The following: City Standard Details, Caltrans Standard Details, Estimated Quantities, Project Location Map 3. Contractor's Obligations. Contractor will perform all of the Work required for the Project, as specified in the Contract Documents. Contractor must provide, furnish, and supply all things necessary and incidental for the timely performance and completion of the Work, including all necessary labor, materials, supplies, tools, equipment, transportation, onsite facilities, and utilities, unless otherwise specified in the Contract Documents. Contractor must use its best efforts to diligently prosecute and complete the Work in a professional and expeditious manner and to meet or exceed the performance standards required by the Contract Documents. 4. Payment. As full and complete compensation for Contractor's timely performance and completion of the Work in strict accordance with the terms and conditions of the Contract Documents, City will pay Contractor $ 2,599,235 ("Contract Price") for all of Contractor's direct and indirect costs to perform the Work, including all labor, materials, supplies, equipment, taxes, insurance, bonds and all overhead costs, in accordance with the payment provisions in the General Conditions. 5. Time for Completion. Contractor will fully complete the Work for the Project, meeting all requirements for Final Completion, within 80 calendar days from the start date set forth in the Notice to Proceed ("Contract Time"). By signing below, Contractor expressly waives any claim for delayed early completion. 6. Liquidated Damages. As further specified in Section 5.4 of the General Conditions, if Contractor fails to complete the Work within the Contract Time, City will assess liquidated damages in the amount of $1,500 per day for each day of unexcused delay in achieving Final Completion, and such liquidated damages may be deducted from City's payments due or to become due to Contractor under this Contract. 7. Labor Code Compliance. 7.1 General. This Contract is subject to all applicable requirements of Chapter 1 of Part 7 of Division 2 of the Labor Code, including requirements pertaining to wages, working hours and workers' compensation insurance, as further specified in Article 9 of the General Conditions. 7.2 Prevailing Wages. This Project is subject to the prevailing wage requirements applicable to the locality in which the Work is to be performed for each craft, classification or type of worker needed to perform the Work, including employer payments for health and welfare, pension, vacation, apprenticeship and similar purposes. Copies of these prevailing rates are available online at http://www.dir.ca.gov/DLSR. 7.3 DIR Registration. City may not enter into the Contract with a bidder without proof that the bidder and its Subcontractors are registered with the California Department of Industrial Relations to perform public work pursuant to Labor Code § 1725.5, subject to limited legal exceptions. 8. Workers' Compensation Certification. Pursuant to Labor Code § 1861, by signing this Contract, Contractor certifies as follows: "I am aware of the provisions of Labor Code § 3700 which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work on this Contract." 9. Conflicts of Interest. Contractor, its employees, Subcontractors, and agents may not have, maintain, or acquire a conflict of interest in relation to this Contract in violation of any City ordinance or requirement, or in violation of any California law, including Government Code § 1090 et seq., or the Political Reform Act, as set forth in Government Code § 81000 et seq. and its accompanying regulations. Any violation of this Section constitutes a material breach of the Contract. 10. Independent Contractor. Contractor is an independent contractor under this Contract and will have control of the Work and the means and methods by which it is performed. Contractor and its Subcontractors are not employees of City and are not entitled to participate in any health, retirement, or any other employee benefits from City. 11. Notice. Any notice, billing, or payment required by or pursuant to the Contract Documents must be made in writing, signed, dated, and sent to the other party by personal delivery, U.S. Mail, a reliable overnight delivery service, or by email as a PDF file. Notice is deemed effective upon delivery, except that service by U.S. Mail is deemed effective on the second working day after deposit for delivery. Notice for each party must be given as follows: it : Public Works Department 10300 Torre Ave Address Cupertino, CA, 95014 City/State/Zip 408-777-1408 Phone Attn: Saurabh Nijhawan Contact name saurabhn@cupertino.gov Contact email address Copy to: CC Contact name CC Contact email address Contractor: Pavement Coatings Co. Name 10240 San Sevaine Way Address Jurupa Valley, CA, 91752 City/State/Zip 951-934-4726 Phone Attn: Tim Schmid Contact name tim avementcoatin s.com Contact email address Cop to: Ottly Gettle CC Contact name ogettle@pavementrecycling.com CC Contact email address 12. General Provisions. 12.1 Assignment and Successors. Contractor may not assign its rights or obligations under this Contract, in part or in whole, without City's written consent. This Contract is binding on Contractor's and City's lawful heirs, successors and permitted assigns. 12.2 Third Party Beneficiaries. There are no intended third -party beneficiaries to this Contract. 12.3 Governing Law and Venue. This Contract will be governed by California law and venue will be in the Santa Clara County Superior Court, and no other place. Contractor waives any right it may have pursuant to Code of Civil Procedure § 394, to file a motion to transfer any action arising from or relating to this Contract to a venue outside of Santa Clara County, California. 12.4 Amendment. No amendment or modification of this Contract will be binding unless it is in a writing duly authorized and signed by the parties to this Contract. 12.5 Integration. This Contract and the Contract Documents incorporated herein, including authorized amendments or Change Orders thereto, constitute the final, complete, and exclusive terms of the agreement between City and Contractor. 12.6 Severability. If any provision of the Contract Documents is determined to be illegal, invalid, or unenforceable, in whole or in part, the remaining provisions of the Contract Documents will remain in full force and effect. 12.7 Iran Contracting Act. If the Contract Price exceeds $1,000,000, Contractor certifies, by signing below, that it is not identified on a list created under the Iran Contracting Act, Public Contract Code § 2200 et seq. (the "Act"), as a person engaging in investment activities in Iran, as defined in the Act, or is otherwise expressly exempt under the Act. 12.8 Authorization. Each individual signing below warrants that he or she is authorized to do so by the party that he or she represents, and that this Contract is legally binding on that party. If Contractor is a corporation, signatures from two officers of the corporation are required pursuant to California Corporations Code § 313. [Signatures are on the following page.] The parties agree to this Contract as witnessed by the signatures below: CITY: Tyra kapoo- s/ Tina Kapoor City Manager Name, Title Date: Jun 16, 2026 Attest: � smear s/ Lauren Sapudar City Clerk Name, Title Date: Jun 16, 2026 Approved as to form: A' Gi%e s/ Michael K Woo Senior Asst City Attorney Name, Title Date: Jun 16, 2026 CONTRACTOR: Pavement Coatings Co. Business Name s/ James Wu Vice President Name, Title Date: Jun 11, 2026 Second Signature (See Section 12.8): s/ James Wu Vice President Name, Title Date: Jun 16, 2026 303609 Seal: Sept 30, 2026 Contractor's California License Number(s) and Expiration Date(s) END OF CONTRACT 75/13/2026 (MM/DD/YYYY) ,acoRo° CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Yvonne GalVan Alliant Insurance Services, Inc. PHONE FAX 333 S Hope St Ste 3750 A/c No Ext : 213 402-0232 A/c No : 800-383-1852 Los Angeles CA 90071 ADDRESS: yvonne.gaivan@alliant.com INSURER A: St. Paul Surplus Lines Insuran 30481 INSURED PAVERE INSURER B: Travelers Property Casualty Co 25674 Pavement Coatings Co. 10240 San Sevaine Way INSURERC: Jurupa Valley, CA 91752 INSURERD: INSURER E : COVERAGES CERTIFICATE NUMBER:389859616 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDLSUBRTYPE OF INSURANCE INSD WVD POLICY NUMBER MM DDPOLICY/YYYY MM/ EFF DY EXP LTR /YYYY LIMITS B X COMMERCIAL GENERAL LIABILITY Y Y VTC2J-CO-9325B35A-TIL-25 10/1/2025 10/1/2026 EACH OCCURRENCE $ 2,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 300,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 JPRO- POLICY LOC PRODUCTS - COMP/OP AGG $ 4,000,000 $ OTHER: B AUTOMOBILE LIABILITY Y Y VTC2J-CAP-9325B361-TIL-25 10/1/2025 10/1/2026 COMBINED SINGLE LIMIT Ea accident $2,000,000 X BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY �X_ X $ Physical Dam Comp/Coll De UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N Y UB-9K16850A-25-25-K 10/1/2025 10/1/2026 PER I OTH- X STATUTE I ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? NI N / A E.L. DISEASE - EA EMPLOYEE $ 1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 A Pollution Liability Y Y ZCE-51N96505 10/1/2025 10/1/2026 Each Condition 2,000,000 Aggregate 5,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Re: Project# 2026-102, 2026 Pavement Maintenance Phase 2, City of Cupertino/PCC Job# PJC005732 City of Cupertino, including its Council, officials, officers, employees, agents, volunteers, and consultants are named as additional insured where the above box is checked per attached endorsements on the General Liability, Auto Liability, and Pollution Liability when required by written contract. Waiver of subrogation applies to those policies where the above box is checked per attached endorsement on the General Liability, Auto Liability, Pollution Liability and Workers Compensation. Primary & Non -Contributory on per attached endorsement on the General Liability, Auto Liability, and Pollution Liability. Notice of Cancellation applies per the attached endorsements on the General Liability, Auto Liability, and Workers Compensation. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Cupertino ACCORDANCE WITH THE POLICY PROVISIONS. Public Works Dept. AUTHORIZED REPRESENTATIVE 10300 Torre Avenue Cupertino CA 95014 © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: ISSUE DATE: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED PERSON OR ORGANIZATION - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice: 30 PERSON OR ORGANIZATION: ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY EILL BE GIVEN, BUT ONLY IF: 1. YOU SEND US A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS ENDORSEMENT. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. PROVISIONS If we cancel this policy for any legally permitted reason other than nonpayment of premium, and a number of days is shown for Cancellation in the Schedule above, we will mail notice of cancellation to the person or organization shown in such Schedule. We will mail such notice to the address shown in the Schedule above at least the number of days shown for Cancellation in such Schedule before the effective date of cancellation. IL T4 05 05 19 © 2019 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY WITH OTHER INSURANCE - CONTRACTORS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM PROVISIONS 1. The following is added to Paragraph c. in A.1., Who Is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: This includes any person or organization who you are required under a written contract or agreement, that is signed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to name as an additional insured for Covered Autos Liability Coverage, but only for damages to which this insurance applies and only to the extent of that person's or organization's liability for the conduct of another "insured". 2. The following is added to Paragraph B.S., Other Insurance of SECTION IV — BUSINESS AUTO CONDITIONS: Regardless of the provisions of paragraph a. and paragraph d. of this part S. Other Insurance, this insurance is primary to and non-contributory with applicable other insurance under which an additional insured person or organization is a named insured when a written contract or agreement with you, that is signed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, requires this insurance to be primary and non- contributory. CA T4 99 02 16 © 2016 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE — GLASS PROVISIONS A. BROAD FORM NAMED INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED The following is added to Paragraph c. in A.1., Who Is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Covered Autos Liability Coverage, but only for damages to which USE — INCREASED LIMIT I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL PROPERTY K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS this insurance applies and only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. C. EMPLOYEE HIRED AUTO 1. The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — COV- ERED AUTOS LIABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness. 2. The following replaces Paragraph b. in B.S., Other Insurance, of SECTION IV — BUSI- NESS AUTO CONDITIONS: b. For Hired Auto Physical Damage Cover- age, the following are deemed to be cov- ered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your "employee" under a contract in an "employee's" name, with your CA T3 53 02 15 © 2015 The Travelers Indemnity Company. All rights reserved. Page 1 Of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO permission, while performing duties related to the conduct of your busi- ness. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". D. EMPLOYEES AS INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — COVERED AUTOS LIABILITY COVERAGE: Any "employee" of yours is an "insured" while us- ing a covered "auto" you don't own, hire or borrow in your business or your personal affairs. E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS 1. The following replaces Paragraph A.2.a.(2), of SECTION II — COVERED AUTOS LIABIL- ITY COVERAGE: (2) Up to $3,000 for cost of bail bonds (in- cluding bonds for related traffic law viola- tions) required because of an "accident" we cover. We do not have to furnish these bonds. 2. The following replaces Paragraph A.2.a.(4), of SECTION II — COVERED AUTOS LIABIL- ITY COVERAGE: (a) With respect to any claim made or "suit" brought outside the United States of America, the territories and possessions of the United States of America, Puerto Rico and Canada: (i) You must arrange to defend the "in- sured" against, and investigate or set- tle any such claim or "suit" and keep us advised of all proceedings and ac- tions. (ii) Neither you nor any other involved "insured" will make any settlement without our consent. (iii) We may, at our discretion, participate in defending the "insured" against, or in the settlement of, any claim or "suit". (iv) We will reimburse the "insured" for sums that the "insured" legally must pay as damages because of "bodily injury" or "property damage" to which this insurance applies, that the "in- sured" pays with our consent, but only up to the limit described in Para- graph C., Limits Of Insurance, of SECTION II — COVERED AUTOS LIABILITY COVERAGE. (4) All reasonable expenses incurred by the (v) We will reimburse the "insured" for "insured" at our request, including actual the reasonable expenses incurred loss of earnings up to $500 a day be- with our consent for your investiga- cause of time off from work. tion of such claims and your defense of the "insured" against any such F. HIRED AUTO — LIMITED WORLDWIDE COV- "suit", but only up to and included ERAGE — INDEMNITY BASIS within the limit described in Para - The following replaces Subparagraph (5) in Para- graph C., Limits Of Insurance, of graph B.7., Policy Period, Coverage Territory, SECTION II — COVERED AUTOS of SECTION IV — BUSINESS AUTO CONDI- LIABILITY COVERAGE, and not in TIONS: addition to such limit. Our duty to make such payments ends when we (5) Anywhere in the world, except any country or have used up the applicable limit of jurisdiction while any trade sanction, em- insurance in payments for damages, bargo, or similar regulation imposed by the settlements or defense expenses. United States of America applies to and pro- hibits the transaction of business with or (b) This insurance is excess over any valid within such country or jurisdiction, for Cov- and collectible other insurance available ered Autos Liability Coverage for any covered to the "insured" whether primary, excess, "auto" that you lease, hire, rent or borrow contingent or on any other basis. without a driver for a period of 30 days or less (c) This insurance is not a substitute for re - and that is not an "auto" you lease, hire, rent quired or compulsory insurance in any or borrow from any of your "employees", country outside the United States, its ter - partners (if you are a partnership), members ritories and possessions, Puerto Rico and (if you are a limited liability company) or Canada. members of their households. Page 2 of 4 © 2015 The Travelers Indemnity Company. All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO You agree to maintain all required or compulsory insurance in any such coun- try up to the minimum limits required by local law. Your failure to comply with compulsory insurance requirements will not invalidate the coverage afforded by this policy, but we will only be liable to the same extent we would have been liable had you complied with the compulsory in- surance requirements. (d) It is understood that we are not an admit- ted or authorized insurer outside the United States of America, its territories and possessions, Puerto Rico and Can- ada. We assume no responsibility for the furnishing of certificates of insurance, or for compliance in any way with the laws of other countries relating to insurance. G. WAIVER OF DEDUCTIBLE — GLASS The following is added to Paragraph D., Deducti- ble, of SECTION III — PHYSICAL DAMAGE COVERAGE: No deductible for a covered "auto' will apply to glass damage if the glass is repaired rather than replaced. H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT The following replaces the last sentence of Para- graph AA.b., Loss Of Use Expenses, of SEC- TION III — PHYSICAL DAMAGE COVERAGE: However, the most we will pay for any expenses for loss of use is $65 per day, to a maximum of $750 for any one "accident". I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT The following replaces the first sentence in Para- graph A.4.a., Transportation Expenses, of SECTION III — PHYSICAL DAMAGE COVER- AGE: (2) In or on your covered "auto'. This coverage applies only in the event of a total theft of your covered "auto'. No deductibles apply to this Personal Property coverage. K. AIRBAGS The following is added to Paragraph B.3., Exclu- sions, of SECTION III — PHYSICAL DAMAGE COVERAGE: Exclusion 3.a. does not apply to 'loss" to one or more airbags in a covered "auto' you own that in- flate due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b. and A.1.c., but only: a. If that "auto' is a covered "auto' for Compre- hensive Coverage under this policy; b. The airbags are not covered under any war- ranty; and c. The airbags were not intentionally inflated. We will pay up to a maximum of $1,000 for any one 'loss". L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS The following is added to Paragraph A.2.a., of SECTION IV — BUSINESS AUTO CONDITIONS: Your duty to give us or our authorized representa- tive prompt notice of the "accident" or 'loss" ap- plies only when the "accident" or "loss" is known to: (a) You (if you are an individual); (b) A partner (if you are a partnership); (c) A member (if you are a limited liability com- pany); (d) An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or (e) Any "employee" authorized by you to give no- tice of the "accident" or "loss". We will pay up to $50 per day to a maximum of M. $1,500 for temporary transportation expense in- curred by you because of the total theft of a cov- ered "auto' of the private passenger type. J. PERSONAL PROPERTY The following is added to Paragraph A.4., Cover- age Extensions, of SECTION III — PHYSICAL DAMAGE COVERAGE: Personal Property We will pay up to $400 for "loss" to wearing ap- parel and other personal property which is: (1) Owned by an "insured"; and BLANKET WAIVER OF SUBROGATION The following replaces Paragraph A.5., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — BUSINESS AUTO CONDI- TIONS : 5. Transfer Of Rights Of Recovery Against Others To Us We waive any right of recovery we may have against any person or organization to the ex- tent required of you by a written contract signed and executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by CA T3 53 02 15 C 2015 The Travelers Indemnity Company. All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shall not contract. prejudice your rights under this insurance. How- N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col - The following is added to Paragraph B.2., Con- lect additional premium or exercise our right of cealment, Misrepresentation, Or Fraud, of cancellation or non -renewal. SECTION IV — BUSINESS AUTO CONDITIONS: Page 4 of 4 © 2015 The Travelers Indemnity Compa ny. All rights reserved . CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. POLICY NUMBER: ISSUE DATE: THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED PERSON OR ORGANIZATION - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY CANCELLATION: SCHEDULE Number of Days Notice: 30 PERSON OR ORGANIZATION: Any person or organization to whom you have agreed in a written contract that notice of cancellation of this policy will be given, but only if: 1. You send us a written request to provide such notice, including the name and address of such person or organization, after the first Named Insured receives notice from us of the cancellation of this policy; and 1. We receive such written request at least 14 days before the beginning of the applicable number of days shown in this endorsement. ADDRESS: The address for request from you PROVISIONS that person or organization included in such written to us. If we cancel this policy for any legally permitted reason other than nonpayment of premium, and a number of days is shown for Cancellation in the Schedule above, we will mail notice of cancellation to the person or organization shown in such Schedule. We will mail such notice to the address shown in the Schedule above at least the number of days shown for Cancellation in such Schedule before the effective date of cancellation. IL T4 05 05 19 © 2019 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED (Includes Products -Completed Operations If Required By Contract) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PROVISIONS The following is added to SECTION II — WHO IS AN INSURED: Any person or organization that you agree in a written contract or agreement to include as an additional insured on this Coverage Part is an insured, but only: a. With respect to liability for "bodily injury" or "property damage" that occurs, or for "personal injury" caused by an offense that is committed, subsequent to the signing of that contract or agreement and while that part of the contract or agreement is in effect; and b. If, and only to the extent that, such injury or damage is caused by acts or omissions of you or your subcontractor in the performance of "your work" to which the written contract or agreement applies. Such person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. The insurance provided to such additional insured is subject to the following provisions: a. If the Limits of Insurance of this Coverage Part shown in the Declarations exceed the minimum limits required by the written contract or agreement, the insurance provided to the additional insured will be limited to such minimum required limits. For the purposes of determining whether this limitation applies, the minimum limits required by the written contract or agreement will be considered to include the minimum limits of any Umbrella or Excess liability coverage required for the additional insured by that written contract or agreement. This provision will not increase the limits of insurance described in Section III — Limits Of Insurance. (1) Any "bodily injury", "property damage" or "personal injury" arising out of the providing, or failure to provide, any professional architectural, engineering or surveying services, including: (a) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders or change orders, or the preparing, approving, or failing to prepare or approve, drawings and specifications; and (b) Supervisory, inspection, architectural or engineering activities. (2) Any "bodily injury" or "property damage" caused by "your work" and included in the "products -completed operations hazard" unless the written contract or agreement specifically requires you to provide such coverage for that additional insured during the policy period. c. The additional insured must comply with the following duties: (1) Give us written notice as soon as practicable of an 'occurrence" or an offense which may result in a claim. To the extent possible, such notice should include: (a) How, when and where the "occurrence" or offense took place; (b) The names and addresses of any injured persons and witnesses; and (c) The nature and location of any injury or damage arising out of the "occurrence" or offense. b. The insurance provided to such additional (2) If a claim is made or "suit" is brought against insured does not apply to: the additional insured: CG D2 46 04 19 © 2018 The Travelers Indemnity Company. All rights reserved. Page 1 of 2 COMMERCIAL GENERAL LIABILITY (a) Immediately record the specifics of the claim or "suit" and the date received; and (b) Notify us as soon as practicable and see to it that we receive written notice of the claim or "suit" as soon as practicable. (3) Immediately send us copies of all legal papers received in connection with the claim or "suit", cooperate with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions. (4) Tender the defense and indemnity of any claim or "suit" to any provider of other insurance which would cover such additional insured for a loss we cover. However, this condition does not affect whether the insurance provided to such additional insured is primary to other insurance available to such additional insured which covers that person or organization as a named insured as described in Paragraph 4., Other Insurance, of Section IV — Commercial General Liability Conditions. Page 2 of 2 © 2018 The Travelers Indemnity Company. All rights reserved. CG D2 46 04 19 COMMERCIAL GENERAL LIABILITY 4. Other Insurance (ii) That is insurance for "premises If valid and collectible other insurance is available to damage"; the insured for a loss we coverunder CoveragesA (iii) If the loss arises out of the or B of this Coverage Part, our obligations are maintenance or use of aircraft, limited as described in Paragraphsa. and b. below "autos' or watercrA to the extent As used anywhere in this Coverage Part, other not subject to any exclusion in this insurance means insurance, or the funding of Coverage Part that applies to losses, that is provided by through or on behalf cf: aircraft, "autos" or watercraft; (i) Another insurance company; (iv) That is insurance available to a premises owner, manager or (ii) Us or any of our affiliated insurance companies, lessor that qualifies as an insured except when the Non cumulation of Each under Paragraph4. of Section II — Occurrence Limit provision of Paragraphs. of Who Is An Insured, exceptwhen Section III — Limits Of Insurance or the Non Paragraphd. below applies; or cumulation of Personal and Advertising Injury (v) That is insurance available to an Limit provision of Paragraph4. of Section III — equipment lessor that qualifies as Limits of Insurance applies because the an insured under Paragraph s. of Amendment — Non Cumulation Of Each Section II — Who Is An Insured, Occurrence Limit Of Liability And Non except when Paragraph d. below Cumulation Of Personal And Adverising Injury applies. Limit endorsementis included in this policy; (b) Any of the other insurance, whether (iii) Any risk retentiongroup; or primary, excess, contingent or on any (iv) Any self-insurance method or program in other basis, that is available to the which case the insured will be deemed to be insured when the insured is an the provider of other insurance. additional insured, or is any other Other insurance does not include umbrella insured that does not qualify as a insurance, or excess insurance, that was bought named insured, under such other specifically to apply in excess of the Limits of insurance. Insurance shown in the Declarations of this (2) When this insurance is excess we will CoveragePart. have no duty under CoveragesA or B to As used anywhere in this Coverage Part, other defend the insured against any "suit" if any insurer means a provider of other insurance. As other insurer has a duty to defend the used in Paragraph c. below, insurer means a insured against that suit If no other insurer defendA we will undertake to do so providerof insurance. but we will be entitled to the insureds rights a. Primary Insurance againstall those otherinsurers This insurance is primary except when (3) When this insurance is excess overother Paragraph b. below applies. If this insurance is insurance, we will pay only our shareof the primary, our obligations are not affected unless amount of the loss, if any, that exceeds the any of the other insurance is also primary. sum of: Then, wewill share with all that otherinsurance (a) The total amount that all such other by the method described in Paragraph c. below, insurance would pay for the loss in the exceptwhen Paragraphd. below applies. absenceof this insurance and b. Excesslnsurance (b) The total of all deductible and self - insured amounts under all that other (1) This insurance isexcessover: insurance (a) Any of the other insurance, whether (4) We will share the remaining loss if any, primary, excess, contingent or on any with any other insurance that is not otherbasis: described in this Excess Insurance provision and was not bought specifically to (i) That is Fire,is Extended Coverage, apply in excess of the Limits of Insurance Risk, Installation Risk or shown in the Declarations of this Coverage similar c similar coveragef or "your work'; Part. CG T1000219 © 20V The Travelerslndemnity Company. All rights reserved Page 15 of 21 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL GENERAL LIABILITY c. Method Of Sharing If all of the other insurance permits contribution by equal shares, we will follow this method also. Under this approach each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insuranceof all insurers. d. Primary And Non -Contributory Insurance If Required By Written Contract If you specifically agree in a written contractor agreement that the insurance afforded to an insured under this CoveragePart must apply on a primary basis, or a primary and non- contributory basis, this insurance is primaryto other insurance that is available to such insured which coverssuch insured as a named insured, and we will not share wi ththat other insurance, provided that: (1) The "bodily injury" or "propertydamage"for which coverage is sought occurs; and (2) The "personal and advertising injury" for which coverageis sought is caused by an off ensethat is committed; subsequent to the signing of that contract or agreementby you. 5. Premium Audit a. We will computeall premiums for this Coverage Part in accordancewith our rules and rates. b. Premium shown in this Coverage Part as advance premium is a deposit premium only. At the close of each audit period we will compute the earned premium for that period and send notice to the first Named Insured. The due date for audi tand retrospective premiums is the date shown as the due date on the bill. If the sum of the advance and audit premiums paid for the policy period is greater than the earned premium we will retu•n the excess to the first Named Insured. c. The first Named Insured must keep records of the information we need for premium computation, and send us copies at such times as we may request. 6. Representations By accepting this policy, you agree a. The statements in the Declarations are accurateand complete; b. Those statements are based upon representationsyou made to us; and c. We have issued this policy in reliance upon your representations. The unintentional omission of, or unintentional error in, any inforation provided by you which we relied upon in issuing this policy will not prejudice your rights under this insurance. However, this provision does not affect our right to collect additional premium or to exercise our rights of cancdlation or non renewal in accordancewith applicable insurance laws or regulations. 7. Separation Of Insureds Exceptwithrespecttothe Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first Named Insured, this insurance applies: a. As if each Named Insured were the only Named Insured; and b. Separately to each insured against whom claim is madeor "suit" is brought. 8. Transfer Of Rights Of Recovery Against Others To Us If the insured has rights to recoverall or part of any payment we have made under this Coverage Part, those rights are transferredto us The insured must do nothing after loss to impair them At our request the insured will bring "suit' or transferthose rights to us and help us enforce them 9. When We Do Not Renew If we decide not to renew this CoveragePart we will mail or deliver to the first Named Insured shown in the Declarations written notice of the nonrerewal not less than 30 days before the expiration date If notice is mailed, proof of mailing will be sufficient proof of notice. SECTION V— DEFINITIONS 1. "Advertisenent" means a notice that is broadcast or published to the general public or specific market segments about your goods products or services for the purpose of attracting customers or supporters. For the purposes of this definition: a. Notices that are published include material placed on the Internet or on similar electronic means of communication and b. Regarding websites, only that part of a website that is about your goods, products or services for the purposes of attracting customers or supporters is considered an advertisement. Page 16 of 21 @2017 The TravelersIndemnity Company All rights reserved. CG T1 000219 Includes copyrightedmaterial of Insurance Services Office Inc with its permission. COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. XTEND ENDORSEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. Who Is An Insured —Unnamed Subsidiaries B. Blanket Additional Insured — Governmental Entities — Permits Or Authorizations Relating To Operations PROVISIONS A. WHO IS AN INSURED — UNNAMED SUBSIDIARIES The following is added to SECTION II — WHO IS AN INSURED: Any of your subsidiaries, other than a partnership, joint venture or limited liability company, that is not shown as a Named Insured in the Declarations is a Named Insured if: a. You are the sole owner of, or maintain an ownership interest of more than 50% in, such subsidiary on the first day of the policy period; and b. Such subsidiary is not an insured under similar other insurance. No such subsidiary is an insured for "bodily injury" or "property damage" that occurred, or "personal and advertising injury" caused by an offense committed: a. Before you maintained an ownership interest of more than 50% in such subsidiary; or b. After the date, if any, during the policy period that you no longer maintain an ownership interest of more than 50% in such subsidiary. For purposes of Paragraph 1. of Section II —Who Is An Insured, each such subsidiary will be deemed to be designated in the Declarations as: C. Incidental Medical Malpractice D. Blanket Waiver Of Subrogation E. Contractual Liability —Railroads F. Damage To Premises Rented To You a. An organization other than a partnership, joint venture or limited liability company; or b. A trust; as indicated in its name or the documents that govern its structure. B. BLANKET ADDITIONAL INSURED — GOVERNMENTAL ENTITIES — PERMITS OR AUTHORIZATIONS RELATING TO OPERATIONS The following is added to SECTION II — WHO IS AN INSURED: Any governmental entity that has issued a permit or authorization with respect to operations performed by you or on your behalf and that you are required by any ordinance, law, building code or written contract or agreement to include as an additional insured on this Coverage Part is an insured, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" arising out of such operations. The insurance provided to such governmental entity does not apply to: a. Any "bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the governmental entity; or b. Any "bodily injury" or "property damage" included in the "products -completed operations hazard". CG D3 16 02 19 © 2017 The Travelers Indemnity Company. All rights reserved. Page 1 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. COMMERCIAL GENERAL LIABILITY C. INCIDENTAL MEDICAL MALPRACTICE 1. The following replaces Paragraph b. of the definition of "occurrence" in the DEFINITIONS Section: b. An act or omission committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to a person, unless you are in the business or occupation of providing professional health care services. 2. The following replaces the last paragraph of Paragraph 2.a.(1) of SECTION II — WHO IS AN INSURED: Unless you are in the business or occupation of providing professional health care services, Paragraphs (1)(a), (b), (c) and (d) above do not apply to "bodily injury" arising out of providing or failing to provide: (a) "Incidental medical services" by any of your "employees" who is a nurse, nurse assistant, emergency medical technician or paramedic; or (b) First aid or "Good Samaritan services" by any of your "employees" or "volunteer workers", other than an employed or volunteer doctor. Any such "employees" or "volunteer workers" providing or failing to provide first aid or "Good Samaritan services" during their work hours for you will be deemed to be acting within the scope of their employment by you or performing duties related to the conduct of your business. 3. The following replaces the last sentence of Paragraph 5. of SECTION III — LIMITS OF INSURANCE: For the purposes of determining the applicable Each Occurrence Limit, all related acts or omissions committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to any one person will be deemed to be one "occurrence". 4. The following exclusion is added to Paragraph 2., Exclusions, of SECTION I — COVERAGES — COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY: Sale Of Pharmaceuticals "Bodily injury" or "property damage" arising out of the violation of a penal statute or ordinance relating to the sale of pharmaceuticals committed by, or with the knowledge or consent of, the insured. S. The following is added to the DEFINITIONS Section: "Incidental medical services" means: a. Medical, surgical, dental, laboratory, x-ray or nursing service or treatment, advice or instruction, or the related furnishing of food or beverages; or b. The furnishing or dispensing of drugs or medical, dental, or surgical supplies or appliances. 6. The following is added to Paragraph 4.b., Excess Insurance, of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: This insurance is excess over any valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to any of your "employees" for "bodily injury" that arises out of providing or failing to provide "incidental medical services" to any person to the extent not subject to Paragraph 2.a.(1) of Section II — Who Is An Insured. D. BLANKET WAIVER OF SUBROGATION The following is added to Paragraph 8., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS: If the insured has agreed in a contract or agreement to waive that insured's right of recovery against any person or organization, we waive our right of recovery against such person or organization, but only for payments we make because of: a. "Bodily injury" or "property damage" that occurs; or b. "Personal and advertising injury" caused by an offense that is committed; subsequent to the execution of the contract or agreement. E. CONTRACTUAL LIABILITY — RAILROADS 1. The following replaces Paragraph c. of the definition of "insured contract" in the DEFINITIONS Section: c. Any easement or license agreement; Page 2 of 3 © 2017 The Travelers Indemnity Company. All rights reserved. CG D3 16 02 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission. COMMERCIAL GENERAL LIABILITY 2. Paragraph f.(1) of the definition of "insured contract" in the DEFINITIONS Section is deleted. F. DAMAGE TO PREMISES RENTED TO YOU The following replaces the definition of "premises damage" in the DEFINITIONS Section: "Premises damage" means "property damage" to: a. Any premises while rented to you or temporarily occupied by you with permission of the owner; or b. The contents of any premises while such premises is rented to you, if you rent such premises for a period of seven or fewer consecutive days. CG D3 16 02 19 © 2017 The Travelers Indemnity Company. All rights reserved. Page 3 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. POLLUTION AND CONTRACTORS PROFESSIONAL LIABILITY (2) Any Contractors Pollution Liability Coverage, any Contractors Asbestos Pollution Liability Coverage, and any Non -Owned Disposal Site Pollution Legal Liability Coverage if the "non -owned disposal site pollution conditions" are "contractor waste non -owned disposal site pollution conditions", and only with respect to the conduct of "covered operations" for the "named insured's" business; and (3) Any Site Pollution Liability Coverage, and any Non -Owned Disposal Site Pollution Legal Liability Coverage if the "non -owned disposal site pollution conditions" are "operator waste non -owned disposal site pollution conditions", and only with respect to the conduct of the "named insured's" business; the following persons or organizations: (1) The "named insured's" spouse if such "named insured" is designated in the Travelers ECP Custom Declarations as an individual, but only with respect to a business of which: (a) Such "named insured" is the sole owner; or (b) Such "named insured" and spouse are the sole owners; (2) The "named insured's" partners, members and their spouses, if such "named insured" is designated in the Travelers ECP Custom Declarations as a partnership orjoint venture; (3) The "named insured's" members if such "named insured" is designated in the Travelers ECP Custom Declarations as a limited liability company; (4)The "named insured's" managers if such "named insured" is designated in the Travelers ECP Custom Declarations as a limited liability company, but only with respect to their duties as such "named insured's" managers; (5)The "named insured's" "executive officers" and directors if such "named insured" is designated in the Travelers ECP Custom Declarations as an organization other than a partnership, joint venture or limited liability company, but only with respect to their duties as such "named insured's" "executive officers" or directors; (6)The "named insured's" stockholders if such "named insured" is designated in the Travelers ECP Custom Declarations as an organization other than a partnership, joint venture or limited liability company, but only with respect to their liability as such "named insured's" stockholders; and (7) The "named insured's" "employees", other than either the "named insured's" managers (if it is a limited liability company) or the "named insured's" "executive officers" (if it is an organization other than a partnership, joint venture or limited liability company), but only for acts within the scope of their employment by such "named insured" or for their performance of duties related to the conduct of such "named insured's" business. However, none of these "employees" are "insureds" for: (a) "Loss" because of "bodily injury": (i) To any "named insured", to any "named insured's" partners or members (if it is a partnership or joint venture), to any "named insured's" members (if it is a limited liability company), or to a co -"employee" while in the course of such co -"employee's" employment or performing duties related to the conduct of the "named insured's" business; (ii) To the spouse, child, parent, brother or sister of that co -"employee" as a consequence of "bodily injury", or as a consequence of the employment or performance of duties of that co -"employee", described in Paragraph (a)(i) above; or (iii) For which there is any obligation to share "loss" with or repay someone else who must pay "loss" because of the injury described in Paragraphs (a)(i) or (ii) above; or RP 10 001121 © 2021 The Travelers Indemnity Company. All rights reserved. Page 27 of 37 POLLUTION AND CONTRACTORS PROFESSIONAL LIABILITY (b) "Property damage" to, or "pollution clean-up costs" for, property: (i) Owned, occupied or used by; or (ii) Rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by; any "named insured" or any of its "employees", any "named insured's" partners or members (if it is a partnership or joint venture), or any "named insured's" members (if it is a limited liability company). For the purposes of any Contractors Professional Liability Coverage, this exclusion does not apply to "property damage" to any premises, site or location that is temporarily rented or occupied by, or temporarily loaned to, the "named insured" exclusively for any job site where operations are being performed by or on behalf of such "named insured" that are part of such "named insured's" contractor business. For the purposes of any Contractors Pollution Liability Coverage and any Contractors Asbestos Pollution Liability Coverage, this exclusion does not apply to "property damage" to, or "pollution clean-up costs" for, any premises, site or location that is temporarily rented or occupied by, or temporarily loaned to, the "named insured" exclusively for any job site where "covered operations" are being performed; d. Only for the purposes of: (1) Any Contractors Professional Liability Coverage, and only with respect to the conduct of the "named insured's" contractor business; and (2) Any Contractors Pollution Liability Coverage, any Contractors Asbestos Pollution Liability Coverage, and any Non -Owned Disposal Site Pollution Legal Liability Coverage if the "non -owned disposal site pollution conditions" are "contractor waste non -owned disposal site pollution conditions", and only with respect to the conduct of "covered operations" for the "named insured's" business; the following persons or organizations: (1) The "named insured's" former or retired partners who are individuals and whom such "named insured" hires or retains as independent contractors in a contract or agreement with that former or retired partner if such "named insured" is designated in the Travelers ECP Custom Declarations as a partnership, but only for their performance of duties under such contract or agreement; (2) The "named insured's" former or retired members who are individuals and whom such "named insured" hires or retains as independent contractors in a contract or agreement with that former or retired member if such "named insured" is designated in the Travelers ECP Custom Declarations as a limited liability company but only for their performance of duties under such contract or agreement; and (3) The "named insured's" former or retired "employees" that such "named insured" hires or retains as independent contractors in a contract or agreement with that former or retired "employee" but only for their performance of duties under such contract or agreement. However, none of these "employees" are "insureds" for: (a) "Loss" because of "bodily injury" described in Paragraph c.(7)(a) above; or (b) "Property damage" or "pollution clean-up costs" described in Paragraph c.(7)(b) above; and e. Only for the purposes of: (1) Any Contractors Pollution Liability Coverage; (2) Any Contractors Asbestos Pollution Liability Coverage; and (3) Any Non -Owned Disposal Site Pollution Legal Liability Coverage if the "non -owned disposal site pollution conditions" are "contractor waste non -owned disposal site pollution conditions"; RP 10 001121 © 2021 The Travelers Indemnity Company. All rights reserved. Page 28 of 37 POLLUTION AND CONTRACTORS PROFESSIONAL LIABILITY any person or organization that the "named insured" agreed in a written contract or agreement to include as an additional insured under this insurance. However, such person or organization is an "insured" only for "bodily injury", "property damage" or "pollution clean-up costs" arising out of "covered operations" performed by or on behalf of any "named insured" and only to the extent that the "pollution conditions" are caused by acts or omissions of any "named insured" or any of such "named insured's" subcontractors. Also, the insurance provided to such person or organization is subject to the following provisions: (1) The limits of insurance provided to such person or organization will be the minimum limits which the "named insured" agreed to provide in the written contract or agreement, or the limits shown in the Travelers ECP Custom Declarations, whichever are less. (2) The insurance provided to such person or organization does not apply to any: (a) "Bodily injury", "property damage" or "pollution clean-up costs" resulting from: (i) "Pollution conditions" that commenced before the written contract or agreement was signed by the "named insured"; or (H) "Pollution conditions", or any incident, condition or other circumstance which could become "pollution conditions", that was known, or reasonably should have been known, by such person or organization or by any of that organization's employees, and that was not previously disclosed to a "responsible person" before the written contract or agreement was signed by the "named insured"; or that person or organization if the "pollution conditions" commenced after the equipment lease expires. 39."Insured contract" means that part of any contract or agreement pertaining to "covered operations" or "your contractor professional services" under which the "named insured" assumes the "tort liability" of another to pay "loss" sustained or incurred by others. 40."Lead pollution conditions" means any "pollution conditions" that are the discharge, dispersal, seepage, migration, release or escape of lead, lead compounds or any material or substance that contains or incorporates lead. 41. "Leased worker": a. Means a person hired from a labor leasing firm under an agreement between the hirer and that firm to perform duties related to the conduct of the hirer's business. b. Does not include a "temporary worker". 42. "Loading or unloading" means the handling of property: a. After it is moved from the place where it is accepted for movement into or onto an "auto", aircraft or watercraft or into or onto a wheeled vehicle designed for travel on railroad tracks; b. While it is in or on an "auto", aircraft or watercraft or in or on a wheeled vehicle designed for travel on railroad tracks; or c. While it is being moved from an "auto", aircraft or watercraft or from a wheeled vehicle designed for travel on railroad tracks to the place where it is finally delivered; but "loading or unloading" does not include the movement of property by means of a mechanical device, other than a hand truck, that is not attached to the "auto", aircraft or watercraft or to the wheeled vehicle designed for travel on railroad tracks. 43. "Loss" means: a. For the purposes of any Contractors Professional Liability Coverage: (1) Compensatory damages; and (b) "Bodily injury", "property damage" (2) Punitive or exemplary damages if such or "pollution clean-up costs" arising damages are insurable under applicable out of any "named insured's" law. operation, maintenance, or use of equipment rented or leased from RP 10 001121 © 2021 The Travelers Indemnity Company. All rights reserved. Page 29 of 37 POLLUTION LIABILITY as if such "foreign emergency response costs loss" were incurred by or on behalf of any "named insured" that is not a "foreign insured organization". 3. Other Insurance a. As used anywhere in this policy, other insurance means insurance, or the funding of losses, that is provided by, through or on behalf of: (1) Another insurance company; (2) Us or any of our affiliated insurance companies; (3) Any risk retention group; or (4) Any self-insurance method or program, in which case the "insured" will be deemed to be the provider of other insurance. Other insurance does not include umbrella insurance, or excess insurance, that was bought specifically to apply in excess of the Limits of Insurance shown for this insurance in the Travelers ECP Custom Declarations. b. If valid and collectible other insurance is available to the "insured" for a loss covered under this insurance, our obligations are limited as follows: (1) This insurance is primary except when Paragraph (2) below applies. When this insurance is primary: (a) If any other insurance is issued to any "named insured" by us, or any of our affiliated insurance companies, this insurance is primary to that other insurance, and we will not share with such other insurance; and (b) If any other insurance not described in Paragraph (a) above is also primary, we will share with all that other insurance as follows: (i) If all of the other insurance permits contribution by equal shares, we will follow this method also. Under this approach each provider of insurance contributes equal amounts until it has paid its applicable limit of insurance or none of the "loss" remains, whichever comes first. (ii) If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, the share of each provider of insurance is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all providers of insurance. (2) This insurance is excess over any valid and collectible other insurance, whether such other insurance is primary, excess, contingent or on any other basis: (a) If the "pollution conditions" that caused the "loss" are "auto transportation pollution conditions"; (b) That only covers one or more projects specifically described in it. This paragraph does not apply to any other insurance that is available to any person or organization that: (i) Is an "insured" under Paragraph e. of the definition of "insured"; or (ii) Is an "insured" under any additional insured endorsement issued by us as part of this policy; (c) That is available to the "insured" when the "insured" is an additional insured, or is any other insured that does not qualify as a named insured, under such other insurance; or (d) That is available to any person or organization that: (i) Is an "insured" under Paragraph e. of the definition of "insured"; or (ii) Is an "insured" under any additional insured endorsement issued by us as part of this policy. However, if the "named insured" specifically agrees in a written contract or agreement that the insurance provided to such person or organization must apply on a primary basis, or a primary and RP 10 0310 21 © 2021 The Travelers Indemnity Company. All rights reserved. Page 6 of 8 POLLUTION LIABILITY noncontributory basis, this insurance is primary to other insurance that is available to such person or organization which cover that person or organization as a named insured, and we will not share with that other insurance, provide that the "bodily injury", "property damage" or "pollution clean-up costs" for which coverage is sought result from "pollution conditions" that commence after the written contract or agreement was signed by the "named insured". (3) When this insurance is excess, we will have no duty to defend the "insured" against any "claim" if any provider of other insurance has a duty to defend the "insured" against that "claim". But we will have the right to associate in the defense and control of any "claim" that we reasonably believe is likely to involve this insurance. If no provider of other insurance defends any "claim" for "loss" to which this insurance applies, we will undertake to do so, but we will be entitled to the "insured's" rights against all those providers of other insurance. (4) When this insurance is excess, we will pay only our share of the amount of the loss, if any, that exceeds the sum of: (a) The total amount that all such other insurance would pay for the loss in the absence of this insurance; and (b)The total of all deductible and self -insured amounts under all such otherinsurance. SECTION III - DEFINITIONS 1. "Contractors Pollution Liability Coverage": a. Means Contractors Pollution Liability Coverage. b. Includes Contractors Pollution Liability coverage that is part of any policy that provides Contractors Pollution Liability coverage and any other coverage. 2. "Coverage territory" means anywhere in the world. 3. "Financial interest" means the insurable interest in a "foreign insured organization" because of: a. Sole ownership of, or majority ownership interest in, such "foreign insured organization", either directly or through one or more intervening subsidiaries; b. Indemnification of, or an obligation to indemnify: (1) Such "foreign insured organization" for a "foreign pollution legal liability loss" or "foreign emergency response costs loss"; or (2) Any other "insured" for whom such "foreign insured organization" is liable for a "foreign pollution legal liability loss"; or c. An obligation to obtain insurance for such "foreign insured organization". 4. "Foreign emergency response costs loss" means "loss" that is "emergency response costs" incurred by or on behalf of any "named insured" and to which Emergency Response Costs of this insurance would have applied but for the fact that such "named insured" is located in any country or jurisdiction in which we are not licensed to provide this insurance and where providing this insurance would violate the laws or regulations of such country or jurisdiction. 5. "Foreign insured organization" means any organization that: a. I s: (1) An "insured" under Pollution Legal Liability; or (2) A "named insured" under Emergency Response Costs; of this insurance; and b. Is located in a country or jurisdiction in which we are not licensed to provide this insurance and where providing this insurance would violate the laws and regulations of such country orjurisdiction. 6. "Foreign pollution legal liability loss" means: a. "Loss" the "insured" is legally obligated to pay and to which Pollution Legal Liability of this insurance would have applied; or b. "Defense expenses" that we would have paid to defend the insured against any "claim" for "loss" that we would have defended under Pollution Legal Liability of this insurance; RP 10 0310 21 © 2021 The Travelers Indemnity Company. All rights reserved. Page 7 of 8 POLLUTION AND CONTRACTORS PROFESSIONAL LIABILITY any person or organization in any country or jurisdiction because we are not licensed to provide insurance in such country or jurisdiction; or (2) The furnishing of certificates or other evidence of insurance in any country or jurisdiction in which we are not licensed to provide insurance. 11. Representations By accepting this policy, you agree that: a. All statements in the Travelers ECP Custom Declarations are accurate and complete; b. All such statements are based upon representations made by the "First Named Insured"; C. All statements and representations made in the application for this policy, including all information provided with the application for this policy, are accurate and complete; and d. We have issued this policy in reliance upon all such statements and representations. 12. Service Of Suit In the event that we fail to pay any amount claimed to be due under this policy and the "insured" sues us to recover such amount we shall honor the decision of the court that is authorized to hear the case. However, we have the right to appeal that decision. Service of process for any such lawsuit brought against us may be made upon us by serving our President, or our President's designee, at One Tower Square, Hartford, Connecticut 06183, and such person shall be authorized to receive the papers on our behalf. However, the "insured" may also serve or send papers involving such lawsuit to the Commissioner, Director or Superintendent of Insurance for the state in which the lawsuit is being filed. We designate that appropriate officer, or that person's successor, to mail a copy of the papers to us. For the State of California, service of process for any such lawsuit brought against us may be made upon: CSC -Lawyers Incorporating Service 2730 Gateway Oaks Drive, Suite 100 Sacramento, California 95833. For the State of Rhode Island, service of process for any such lawsuit brought against us may be made upon: Corporation Service Company 222 Jefferson Blvd., Suite 200 Warwick, Rhode Island 02888. 13. Separation Of Insureds Except with respect to the limits of insurance, and any rights or duties specifically assigned in this policy to the "First Named Insured", this insurance applies: a. As if each "named insured" were the only "named insured"; and b. Separately to each "insured" against whom a "claim" is made. 14. Transfer Of Control Of Defense If the available limits of insurance are used up, we will notify the "First Named Insured" in writing of all outstanding "claims" so that you can arrange to take control of the defense. Before the available limits of insurance are used up, you may take over control of the defense of any outstanding "claim" only if we agree that you may take over such defense. We will take whatever steps are necessary during a transfer of control of defense of an outstanding "claim" to continue that defense and avoid a default judgment during such transfer. You agree to repay the reasonable expenses we incur for any such steps taken after the available limit of insurance is used up. When we take such steps, you agree that we do not give up any rights. 15. Transfer Or Assignment Of This Policy This policy may not be transferred or assigned, except with our written consent, or in the case of death of a "named insured" that is an individual. If such "named insured" dies, that "named Insured's" rights and duties will be transferred to that "named insured's" legal representative but only while acting within the scope of duties as such legal representative. Until such legal representative is appointed, anyone having proper temporary custody of such "named insured's" property will have such "named insured's" rights and duties but only with respect to that property. 16. Transfer Of Rights Of Recovery Against Others To Us If the "insured" has rights to recover from others all or part of any payment we have made under this policy, those rights are transferred to us. RP 10 001121 © 2021 The Travelers Indemnity Company. All rights reserved. Page 20 of 37 POLLUTION AND CONTRACTORS PROFESSIONAL LIABILITY The "insured" must do nothing after the loss to impair them, and under any Contractors Indemnity For Design Professional's Liability Coverage and any Contractors Indemnity For Subcontractor's Pollution Liability Coverage, no "named insured" can agree in a contract or agreement to: a. Waive any "named insured's" right of recovery against any "design professional" or "specified subcontractor"; or b. Limit the liability of the "design professional" or "specified subcontractor" to a maximum amount unless such limitation is an "authorized agreed limitation of liability". At our request, the "insured" will bring suit or initiate an alternative dispute resolution proceeding to enforce those rights or will help us enforce them. We will apply any amounts recovered in enforcing those rights of recovery in the following order until the total amount recovered is used up: a. We will reimburse any person or organization, including us or the "insured", any amount that person or organization has paid in excess of the limits of insurance. b. We will retain an amount equal to the amount we have paid under this policy. C. We will pay to the "insured" any remaining portion, including any amounts within any applicable deductible or self -insured retention. If any amounts are recovered in enforcing those rights of recovery, reasonable expenses incurred in enforcing such rights will be shared among all persons or organizations receiving amounts recovered. Each such person's or organization's share of those expenses is based on the ratio of its amount recovered to the total amounts recovered by all such persons or organizations in enforcing such rights. If the "insured" has agreed in a contract or agreement to waive that "insured's" right of recovery against any person or organization, we waive our right of recovery against such person or organization, but only for payments we make for: a. "Loss" to which any of the following applies caused by an act, error or omission committed subsequent to the execution of the contract or agreement: (1) Any Contractors Professional Liability Coverage; or (2) Any Contractors Professional Liability Loss Mitigation Expenses Coverage; b. "Loss" to which any "Pollution Liability Coverage" applies resulting from "pollution conditions" that commence subsequent to the execution of the contract or agreement; or C. "Loss" to which any Contractors Pollution Loss Mitigation Expenses Coverage applies resulting from "faulty work incidents" that are not first discovered by any "insured" until subsequent to the execution of the contract or agreement. SECTION IX - DEFINITIONS 1. "Agreed mediation": a. Means a voluntary and non -binding process that: (1) Is agreed to by us; and (2) Involves a qualified professional mediator facilitating an attempted settlement of the "claim" between the "insured" and the person or organization making the "claim". b. Does not include any mediation or alternative dispute resolution that is: (1) Ordered or imposed by a court; or (2) Otherwise legally required. 2. "Asbestos pollution conditions": a. Means any "pollution conditions" that are: (1) The disturbance of asbestos or asbestos fibers if the "pollution conditions" result from any activity that is performed on behalf of any "named insured" by a subcontractor under a written contract or agreement with such "named insured"; or (2) The inadvertent disturbance of asbestos or asbestos fibers if the "pollution conditions" do not result from any activity that is performed on behalf of any "named insured" by a subcontractor under a written contract or agreement with such "named insured". As used in this provision, inadvertent disturbance does not include any discharge, dispersal, seepage, migration, release or escape of asbestos or asbestos fibers during or as a result of asbestos RP 10 001121 © 2021 The Travelers Indemnity Company. All rights reserved. Page 21 of 37 TRAVELERS JW WORKERS COMPENSATION AND ONE TOWER SQUARE EMPLOYERS LIABILITY POLICY HARTFORD CT 06183 ENDORSEMENT WC 99 06 R3 (00) - 001 POLICY NUMBER: NOTICE OF CANCELLATION TO DESIGNATED PERSONS OR ORGANIZATIONS The following is added to PART SIX — CONDITIONS: Notice Of Cancellation To Designated Persons Or Organizations If we cancel this policy for any reason other than non-payment of premium by you, we will provide notice of such cancellation to each person or organization designated in the Schedule below. We will mail or deliver such notice to each person or organization at its listed address at least the number of days shown for that person or organiza- tion before the cancellation is to take effect. You are responsible for providing us with the information necessary to accurately complete the Schedule below. If we cannot mail or deliver a notice of cancellation to a designated person or organization because the name or address of such designated person or organization provided to us is not accurate or complete, we have no responsibility to mail, deliver or otherwise notify such designated person or organization of the cancellation. SCHEDULE Name and Address of Designated Persons or Organizations: ANY PERSON OR ORGANIZATION THAT YOU AGREE IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEE TO IT THAT WE RECEIVE A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS ENDORSEMENT. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. All other terms and conditions of this policy remain unchanged. Number of Days Notice 30 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured Premium $ Insurance Company Countersigned by DATE OF ISSUE: - - ST ASSIGN: © 2013 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 TRAVELERS!' WORKERS COMPENSATION AND ONE TOWER SQUARE EMPLOYERS LIABILITY POLICY HARTFORD CT 06183 ENDORSEMENT WC 99 03 76 ( A) - 001 POLICY NUMBER: WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT - CALIFORNIA (BLANKET WAIVER) We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. The additional premium for this endorsement shall be 2.00 % of the California workers' compensation pre- mium. Schedule Person or Organization Job Description ANY PERSON OR ORGANIZATION FOR WHICH THE INSURED HAS AGREED BY WRITTEN CONTRACT EXECUTED PRIOR TO LOSS TO FURNISH THIS WAIVER. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Insured Insurance Company Countersigned by Endorsement No. Premium DATE OF ISSUE: - - ST ASSIGN: Page 1 of 1 Notice Inviting Bids 1. Bid Submission. City of Cupertino ("City") will accept sealed bids for its 2026 Pavement Maintenance Phase 2 Project ("Project"), by or before March 26, 2026, at 2:00 PM via electronic submission to the City's "Business Opportunities" online portal in the manner set forth in Section 1 of the Instructions to Bidders, at which time the bids will be opened by the City. Project Information. 2.1 Location and Description. The Project is located at various locations throughout the City of Cupertino and is described as follows: The work generally consists of Rubberized Chip Seal, Slurry Seal, and replacement of traffic striping and legends. 2.2 Time for Final Completion. The Project must be fully completed within 80 calendar days from the start date set forth in the Notice to Proceed. City anticipates that the Work will begin on or about September 8, 2026 but the anticipated start date is provided solely for convenience and is neither certain nor binding. 3. License and Registration Requirements. 3.1 License. This Project requires a valid California contractor's license for the following classification(s): Class A or Class C-12. 3.2 DIR Registration. City may not accept a Bid Proposal from or enter into the Contract with a bidder, without proof that the bidder is registered with the California Department of Industrial Relations ("DIR") to perform public work pursuant to Labor Code § 1725.5, subject to limited legal exceptions. 4. Contract Documents. The plans, specifications, bid forms and contract documents for the Project, and any addenda thereto ("Contract Documents") may be downloaded from City's Business Opportunities website located at: https://apps.cupertino.gov/bidManagement/index.aspx. A printed copy of the Contract Documents is not available. 5. Bid Security. The Bid Proposal must be accompanied by bid security of ten percent of the maximum bid amount, in the form of a cashier's or certified check made payable to City, or a bid bond executed by a surety licensed to do business in the State of California on the Bid Bond form included with the Contract Documents. The bid security must guarantee that within ten days after City issues the Notice of Potential Award, the successful bidder will execute the Contract and submit the payment and performance bonds, insurance certificates and endorsements, valid Certificates of Reported Compliance as required under the California Air Resources Board's In -Use Off -Road Diesel -Fueled Fleets Regulation (13 CCR § 2449 et seq.) ("Off -Road Regulation"), if applicable, and any other submittals required by the Contract Documents and as specified in the Notice of Potential Award. 6. Prevailing Wage Requirements. 6.1 General. Pursuant to California Labor Code § 1720 et seq., this Project is subject to the prevailing wage requirements applicable to the locality in which the Work is to be performed for each craft, classification or type of worker needed to perform the Work, including employer payments for health and welfare, pension, vacation, apprenticeship and similar purposes. 2026 Pavement Maintenance Phase 2 Project # 2026-102 NOTICE INVITING BIDS Page 1 6.2 Rates. The prevailing rates are on file with the City and are available online at http://www.dir.ca.gov/DLSR. Each Contractor and Subcontractor must pay no less than the specified rates to all workers employed to work on the Project. The schedule of per diem wages is based upon a working day of eight hours. The rate for holiday and overtime work must be at least time and one-half. 6.3 Compliance. The Contract will be subject to compliance monitoring and enforcement by the DIR, under Labor Code § 1771.4. 7. Performance and Payment Bonds. The successful bidder will be required to provide performance and payment bonds, each for 100% of the Contract Price, as further specified in the Contract Documents. 8. Substitution of Securities. Substitution of appropriate securities in lieu of retention amounts from progress payments is permitted under Public Contract Code § 22300. 9. Subcontractor List. Each Subcontractor must be registered with the DIR to perform work on public projects. Each bidder must submit a completed Subcontractor List form with its Bid Proposal, including the name, location of the place of business, California contractor license number, DIR registration number, and percentage of the Work to be performed (based on the base bid price) for each Subcontractor that will perform Work or service or fabricate or install Work for the prime contractor in excess of one-half of 1 % of the bid price, using the Subcontractor List form included with the Contract Documents. 10. Instructions to Bidders. All bidders should carefully review the Instructions to Bidders for more detailed information before submitting a Bid Proposal. The definitions provided in Article 1 of the General Conditions apply to all of the Contract Documents, as defined therein, including this Notice Inviting Bids. Signed: ` Lauren Sapudar, Acting City Clerk Date: 2/27/2026 END OF NOTICE INVITING BID 2026 Pavement Maintenance Phase 2 Project # 2026-102 Publication Date: 3/6/26 NOTICE INVITING BIDS Page 2 Instructions to Bidders Each Bid Proposal submitted to the City of Cupertino ("City") for its 2026 Pavement Maintenance Phase 2 Project ("Project") must be submitted in accordance with the following instructions and requirements: Bid Submission. 1.1 General. Each Bid Proposal must be completed, using the form provided in the Contract Documents, signed, and submitted to City with all required forms and attachments, by or before the date and time set forth in Section 1 of the Notice Inviting Bids, or as amended by subsequent addendum. Faxed or emailed Bid Proposals will not be accepted, unless otherwise specified. Late submissions will not be accepted. City reserves the right to postpone the date or time for receiving or opening bids. Each bidder is solely responsible for its costs to prepare and submit its bid and by submitting a bid waives any right to recover those costs from City. The bid price(s) must include all costs to perform the Work as specified, including all labor, material, supplies, and equipment and all other direct or indirect costs such as applicable taxes, insurance and overhead. 1.2 Electronic Submission. The Bid Proposal and all required forms and attachments must be submitted in PDF format on the City's "Business Opportunities" portal at https://apps.cupertino.qov/bidManagement/index.aspx. To submit a bid, (1) select the folder icon in the "Actions" column for the Project; (2) select the "Electronic Submission" tab; (3) when the log -in screen appears, enter the log -in credentials used to access the Contract Documents and/or create an account, as appropriate; (4) after logging in, carefully follow all instructions for electronic submission of the Bid Proposal and all required forms and attachments. Each bidder should familiarize itself with the City's "Business Opportunities" portal before the bid deadline. Electronic submission may take more time than anticipated. Each bidder should plan accordingly and afford itself ample time to upload its bid. Bids that are in the process of uploading but are not completely uploaded by the bid deadline will be automatically rejected by the portal. The portal will not allow submission after the bid deadline. 1.3 Bid Posting. The amount of each bid and such other relevant information as the City deems appropriate, together with the name of each bidder, shall be posted on the City website https://apps.cupertino.qov/bidManagement/index.aspx on the first working day following a period of 48 hours after the bid opening and remain open to public inspection for a period of not less than fifteen (15) calendar days after the bid opening. 1.3 DIR Registration. Subject to limited legal exceptions for joint venture bids and federally - funded projects, City may not accept a Bid Proposal from a bidder without proof that the bidder is registered with the DIR to perform public work under Labor Code § 1725.5. If City is unable to confirm that the bidder is currently registered with the DIR, City may disqualify the bidder and return its bid unopened. (Labor Code §§ 1725.5 and 1771.1(a).) 2. Bid Proposal Form and Enclosures. Each Bid Proposal must be completed legibly using the Bid Proposal form included with the Contract Documents. The Bid Proposal form must be fully completed without interlineations, alterations, or erasures. Any necessary corrections must be clear and legible and must be initialed by the bidder's authorized representative. A Bid Proposal submitted with exceptions or terms such as "negotiable," "will negotiate," or similar, will be considered nonresponsive. Each Bid Proposal must be accompanied by bid security, as set forth in Section 4 below, and by a completed Subcontractor List and Non -Collusion Declaration using the forms included with the Contract Documents, and any other required enclosures, as applicable. 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 3 3. Authorization and Execution. Each Bid Proposal must be signed by the bidder's authorized representative. A Bid Proposal submitted by a partnership must be signed in the partnership name by a general partner with authority to bind the partnership. A Bid Proposal submitted by a corporation must be signed with the legal name of the corporation, followed by the signature and title of two officers of the corporation with full authority to bind the corporation to the terms of the Bid Proposal, under California Corporations Code § 313. 4. Bid Security. Each Bid Proposal must be accompanied by bid security of ten percent of the maximum bid amount, in the form of a cashier's check or certified check, made payable to the City, or bid bond using the form included in the Contract Documents and executed by a surety licensed to do business in the State of California. 4.1 Form of Security and Submission. In addition to submitting a PDF copy of the bid security, the wet -inked original bid bond, cashier's or certified check, must be sent to the City via U.S. Mail or a reliable overnight delivery service in a sealed envelope addressed to City of Cupertino, Office of the City Clerk, 10300 Torre Avenue, Cupertino, CA 95014 and clearly labeled with the bidder's legal name and address, the Project title, and date and time of the bid deadline. The envelope containing the original form of bid security must be postmarked or otherwise dated to show that it was submitted to the United States Postal Service or overnight delivery service by or before the date of the bid deadline. 4.2 Bid Guarantee. The bid security must guarantee that, within ten days after issuance of the Notice of Potential Award, the bidder will: execute and submit the enclosed Contract for the bid price; submit payment and performance bonds for 100% of the maximum Contract Price; submit the insurance certificates and endorsements; and submit valid Certificates of Reported Compliance as required by the Off -Road Regulation, if applicable, and any other submittals, if any, required by the Contract Documents or the Notice of Potential Award. A Bid Proposal may not be withdrawn for a period of 60 days after the bid opening without forfeiture of the bid security, except as authorized for material error under Public Contract Code § 5100 et seq. 5. Requests for Information. Questions or requests for clarifications regarding the Project, the bid procedures, or any of the Contract Documents must be submitted in writing to Jo Anne Johnson, Public Works Project Manager, at joannej@cupertino.gov with the following text in the subject line "RFI — 2026 Pavement Maintenance Phase 2". Oral responses are not authorized and are not binding on the City. Bidders should submit any such written inquiries at least five Working Days before the scheduled bid opening. Questions received later may not be addressed before the bid deadline. An interpretation or clarification by City in response to a written inquiry will be issued in an addendum. 6. Pre -Bid Investigation. 6.1 General. Each bidder is solely responsible at its sole expense for diligent and thorough review of the Contract Documents, examination of the Project site, and reasonable and prudent inquiry concerning known and potential site and area conditions prior to submitting a Bid Proposal. Each bidder is responsible for knowledge of conditions and requirements which reasonable review and investigation would have disclosed. However, except for any areas that are open to the public at large, bidders may not enter property owned or leased by the City or the Project site without prior written authorization from City. 6.2 Document Review. Each bidder is responsible for review of the Contract Documents and any informational documents provided "For Reference Only," e.g., as-builts, technical reports, test data, and the like. A bidder is responsible for notifying City of any errors, omissions, inconsistencies, or conflicts it discovers in the Contract Documents, acting 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 4 solely in its capacity as a contractor and subject to the limitations of Public Contract Code § 1104. Notification of any such errors, omissions, inconsistencies, or conflicts must be submitted in writing to the City no later than five Working Days before the scheduled bid opening. (See Section 5, above.) City expressly disclaims responsibility for assumptions a bidder might draw from the presence or absence of information provided by City. 6.3 Project Site. Questions regarding the availability of soil test data, water table elevations, and the like should be submitted to the City in writing, as specified in Section 5, above. Any subsurface exploration at the Project site must be done at the bidder's expense, but only with prior written authorization from City. All soil data and analyses available for inspection or provided in the Contract Documents apply only to the test hole locations. Any water table elevation indicated by a soil test report existed on the date the test hole was drilled. The bidder is responsible for determining and allowing for any differing soil or water table conditions during construction. Because groundwater levels may fluctuate, difference(s) in elevation between ground water shown in soil boring logs and ground water actually encountered during construction will not be considered changed Project site conditions. Actual locations and depths must be determined by bidder's field investigation. The bidder may request access to underlying or background information on the Project site in City's possession that is necessary for the bidder to form its own conclusions, including, if available, record drawings or other documents indicating the location of subsurface lines, utilities, or other structures. 6.4 Utility Company Standards. The Project must be completed in a manner that satisfies the standards and requirements of any affected utility companies or agencies (collectively, "utility owners"). The successful bidder may be required by the third -party utility owners to provide detailed plans prepared by a California registered civil engineer showing the necessary temporary support of the utilities during coordinated construction work. Bidders are directed to contact the affected third -party utility owners about their requirements before submitting a Bid Proposal. 7. Bidders Interested in More Than One Bid. No person, firm, or corporation may submit or be a party to more than one Bid Proposal unless alternate bids are specifically called for. However, a person, firm, or corporation that has submitted a subcontract proposal or quote to a bidder may submit subcontract proposals or quotes to other bidders. 8. Addenda. Subject to the limitations of Public Contract Code § 4104.5, City reserves the right to issue addenda prior to bid time. Any addenda issued prior to the bid opening are part of the Contract Documents. Each bidder is solely responsible for ensuring it has received and reviewed all addenda prior to submitting its bid. Bidders should check City's website periodically for any addenda or updates on the Project at: https://apps.cupertino.gov/bidManagement/index.aspx. Brand Designations and "Or Equal" Substitutions. Any specification designating a material, product, thing, or service by specific brand or trade name, followed by the words "or equal," is intended only to indicate quality and type of item desired, and bidders may request use of any equal material, product, thing, or service. All data substantiating the proposed substitute as an equal item must be submitted with the written request for substitution. A request for substitution must be submitted within 35 days after Notice of Potential Award unless otherwise provided in the Contract Documents. This provision does not apply to materials, products, things, or services that may lawfully be designated by a specific brand or trade name under Public Contract Code § 3400(c). 10. Bid Protest. Any bid protest against another bidder must be submitted in writing and received by City at 10300 Torre Avenue Cupertino, CA 95014 or sent via email at joannejcupertino.gov before 5:00 p.m. no later than two Working Days following bid opening ("Bid Protest Deadline") and must comply with the following requirements: 2026 Pavement Maintenance Phase 2 Project # 2026-102 BID PROPOSAL Page 5 10.1 General. Only a bidder who has actually submitted a Bid Proposal is eligible to submit a bid protest against another bidder. Subcontractors are not eligible to submit bid protests. A bidder may not rely on the bid protest submitted by another bidder but must timely pursue its own protest. For purposes of this Section 10, a "Working Day" means a day that City is open for normal business, and excludes weekends and holidays observed by City. Pursuant to Public Contract Code § 4104, inadvertent omission of a Subcontractor's DIR registration number on the Subcontractor List form is not grounds for a bid protest, provided it is corrected within 24 hours of the bid opening or as otherwise provided under Labor Code § 1771.1(b). 10.2 Protest Contents. The bid protest must contain a complete statement of the basis for the protest and must include all supporting documentation. Material submitted after the Bid Protest Deadline will not be considered. The protest must refer to the specific portion or portions of the Contract Documents upon which the protest is based. The protest must include the name, address, email address, and telephone number of the protesting bidder and any person submitting the protest on behalf of or as an authorized representative of the protesting bidder. 10.3 Copy to Protested Bidder. Upon submission of its bid protest to City, the protesting bidder must also concurrently transmit the protest and all supporting documents to the protested bidder, and to any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest, by email or hand delivery to ensure delivery before the Bid Protest Deadline. 10.4 Response to Protest. The protested bidder may submit a written response to the protest, provided the response is received by City before 5:00 p.m., within two Working Days after the Bid Protest Deadline or after actual receipt of the bid protest, whichever is sooner (the "Response Deadline"). The response must attach all supporting documentation. Material submitted after the Response Deadline will not be considered. The response must include the name, address, email address, and telephone number of the person responding on behalf of or representing the protested bidder if different from the protested bidder. 10.5 Copy to Protesting Bidder. Upon submission of its response to the bid protest to the City, the protested bidder must also concurrently transmit by email or hand delivery, by or before the Response Deadline, a copy of its response and all supporting documents to the protesting bidder and to any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest. 10.6 Exclusive Remedy. The procedure and time limits set forth in this Section are mandatory and are the bidder's sole and exclusive remedy in the event of a bid protest. A bidder's failure to comply with these procedures will constitute a waiver of any right to further pursue a bid protest, including filing a Government Code Claim or initiation of legal proceedings. 10.7 Right to Award. City reserves the right, acting in its sole discretion, to reject any bid protest that it determines lacks merit; to award the Contract to the bidder it has determined to be the responsible bidder submitting the lowest responsive bid, and to issue a Notice to Proceed with the Work notwithstanding any pending or continuing challenge to its determination. 11. Reservation of Rights. City reserves the unfettered right, acting in its sole discretion, to waive or to decline to waive any immaterial bid irregularities; to accept or reject any or all bids; to cancel or reschedule the bid; to postpone or abandon the Project entirely; or to perform all or part of the Work with its own forces. The Contract will be awarded, if at all, within 60 days after opening of bids or as otherwise specified in the Special Conditions, to the responsible bidder that submitted the lowest responsive bid. Any planned start date for the Project represents the City's expectations at the time 2026 Pavement Maintenance Phase 2 Project # 2026-102 BID PROPOSAL Page 6 the Notice Inviting Bids was first issued. City is not bound to issue a Notice to Proceed by or before such planned start date, and it reserves the right to issue the Notice to Proceed when the City determines, in its sole discretion, the appropriate time for commencing the Work. The City expressly disclaims responsibility for any assumptions a bidder might draw from the presence or absence of information provided by the City in any form. Each bidder is solely responsible for its costs to prepare and submit a bid, including site investigation costs. 12. Bonds. Within ten calendar days following City's issuance of the Notice of Potential Award to the successful bidder, the bidder must submit payment and performance bonds to City as specified in the Contract Documents using the bond forms included in the Contract Documents. All required bonds must be calculated on the maximum total Contract Price as awarded, including additive alternates, if applicable. 13. License(s). The successful bidder and its Subcontractor(s) must possess the California contractor's license(s) in the classification(s) required by law to perform the Work. The successful bidder must also obtain a City business license within 10 (ten) days following City's issuance of the Notice of Potential Award. Subcontractors must also obtain a City business license before performing any Work. 14. Ineligible Subcontractor. Any Subcontractor who is ineligible to perform work on a public works project under Labor Code §§ 1777.1 or 1777.7 is prohibited from performing work on the Project. 15. Safety Orders. If the Project includes construction of a pipeline, sewer, sewage disposal system, boring and jacking pits, or similar trenches or open excavations, which are five feet or deeper, each bid must include a bid item for adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which comply with safety orders as required by Labor Code § 6707. 16. In -Use Off -Road Diesel -Fueled Fleets. If the Project involves the use of vehicles subject to the California Air Resources Board's In -Use Off -Road Diesel -Fueled Fleets Regulation (13 CCR § 2449 et seq.) ("Off -Road Regulation"), then within ten calendar days following City's issuance of the Notice of Potential Award to the successful bidder, the bidder must submit to City valid Certificates of Reported Compliance for its fleet and its listed Subcontractors, if applicable, in accordance with the Off -Road Regulation, unless exempt under the Off -Road Regulation. 17. Subcontractor Work Limits. The prime contractor must perform at least 51% of the Work on the Project, calculated as a percentage of the base bid price, with its own forces, except for any Work identified as "Specialty Work" in the Contract Documents. The total bid amount for any such Specialty Work, as shown on the Bid Schedule, may be deducted from the base bid price before computing the 51 % self -performance requirement. The remaining Work may be performed by qualified Subcontractor(s). 18. Bid Schedule. Each bidder must complete the Bid Schedule form with unit prices as indicated, and submit the completed Bid Schedule with its Bid Proposal. 18.1 Incorrect Totals. In the event a computational error for any bid item (base bid or alternate) results in an incorrect extended total for that item, the submitted base bid or bid alternate total will be adjusted to reflect the corrected amount as the product of the estimated quantity and the unit cost. In the event of a discrepancy between the actual total of the itemized or unit prices shown on the Bid Schedule for the base bid, and the amount entered as the base bid on the Bid Proposal form, the actual total of the itemized or unit prices shown on the Bid Schedule for the base bid will be deemed the base bid price. Likewise, in the event of a discrepancy between the actual total of the itemized or unit prices shown on the Bid Schedule for any bid alternate, and the amount entered for the alternate on the Bid Proposal form, the actual total of the itemized prices shown on the Bid Schedule for that alternate will be deemed the alternate price. Nothing in this provision is intended to prevent 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 7 a bidder from requesting to withdraw its bid for material error under Public Contract Code § 5100 et seq. 18.2 Estimated Quantities. Unless identified as a "Final Pay Quantity," the quantities shown on the Bid Schedule are estimated and the actual quantities required to perform the Work may be greater or less than the estimated amount. The Contract Price will be adjusted to reflect the actual quantities required for the Work based on the itemized or unit prices provided in the Bid Schedule, with no allowance for anticipated profit for quantities that are deleted or decreased, and no increase in the unit price, and without regard to the percentage increase or decrease of the estimated quantity and the actual quantity. 19. Bidder's Questionnaire. A completed, signed Bidder's Questionnaire using the form provided with the Contract Documents and including all required attachments must be submitted within 48 hours following a request by City. A bid that does not fully comply with this requirement may be rejected as nonresponsive. A bidder who submits a Bidder's Questionnaire which is subsequently determined to contain false or misleading information, or material omissions, may be disqualified as non -responsible. END OF INSTRUCTIONS TO BIDDERS 2026 Pavement Maintenance Phase 2 Project # 2026-102 BID PROPOSAL Page 8 CUPERTINO PUBLIC WORKS DEPARTMENT CITY HALL 10300 TORRE AVENUE - CUPERTINO, CA 95014-3266 (408) 777-3354 - FAX (408) 777-3333 ADDENDUM NO. 1 2026 Pavement Maintenance Phase 2 BID OPENING: 2:00 P.M Thursday April 2. ISSUED DATE. March 24, 2026 The following revisions are hereby made to the above referenced Project: 1) Bid Opening Date/Time has been changed to 2:00 PM on Thursday April 2. 2) Replace current Technical Specification with revised Technical Specifications attached to this addendum. Slurry Seal/Cape Seal rolling requirements and application rates have been revised. Liquidated damages have been added for failure to complete rolling operations as specified. 3) Replace current bid schedule with revised bid schedule attached to this addendum. 4) Replace current Location Map with revised Location Map attached to this addendum. 5) Add Attachment A — Work hour restrictions attached to this addendum The following questions have been received regarding the project: QL What is the Engineer's Estimate for the project? Al. The Engineer's Estimate for this project is $2,320,369. Q2. Please clarify if a Builders Risk policy is required for this project? A2. No. Builders Risk Insurance is not required for this Project Q3. Is there addition information regarding UPRR permit rider/insurance requirements? A3. Additional Information can be found in UPRR's Public Projects Manual located at https://www.up.com/es/groups/public/(d,,uprr/(d,,corpreFdocuments/up pdf nativedocs/pdf up public pro jects manual.pdf. Sections 4.1 & 12.1.3 reference the Maintenance Consent Letter process. Determination of exact Insurance limits is pending. All questions regarding this project must be transmitted in writing to Jo Anne Johnson, Public Works Project Manager at joannej@cupertino.gov. Please indicate receipt of this addendum on the last page of the Proposal. Failure to do so may cause rejection of your bid. APPROVED BY: r/ z' Chad Mosley Director of Public Works Technical Specifications 1. TRAFFIC CONTROL (Bid Item Number 1) a. Item Requirement Contractor shall furnish all necessary supervision, labor, materials, construction tools and equipment, supplies to complete traffic control at each location during the times immediately prior, during and after work. b. Scope Construction area signs shall be furnished, installed, and removed when no longer required. The Contractor's attention is directed to Section 7- 1.08, "Public Convenience", Section 7-1.09, "Public Safety", and Section 12, "Construction Area Traffic Control Devices", of the Caltrans Standard Specifications and Section 00820 Traffic Control Requirements of these specifications. All traffic control devices shall conform to the latest "Manual of Traffic Control for Construction and Maintenance Work Zones" issued by Caltrans. (a) Advance construction warning signs shall be placed on all streets leading into the construction area before any construction is started. (b) Speed limit advisories may be placed along the main traffic lanes. (c) When detours or changes in traffic lanes are required, directional signs shall be placed at each end and along the roads. (d) Warning signs, caution signs, and end construction signs, shall be placed at each end of the work and along the route when conditions warrant their use. The Contractor shall submit a detailed traffic control plan for all work that requires lane closures at least 5 days prior to the lane closure. No lane closure will be allowed without prior approved traffic control plan specific to that location. Traffic control shall be planned for each individual lane closure with detail layouts of all signage locations. The Contractor is responsible for proper placement and maintenance of all signs and barricades. Any additional signs, barricades, lights, etc., that may be required by the Engineer to ensure public safety shall be installed and maintained by the Contractor. Note: Traffic Controls — Qualified Individual: Traffic controls through the construction zone shall be designed and maintained by a designated individual qualified in this responsibility. The qualified traffic control 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 1 individual shall have no other responsibilities other than traffic control. The name(s) of the qualified traffic control individual shall be submitted and approved prior to beginning work. If required in the traffic control plan, and always during one way traffic control, flagmen will be required to direct traffic during construction. The number and location of flagmen shall be sufficient to allow safe control and passage of traffic through the work zone. During the paving of intersections, two flagmen shall be posted at each intersection for the entire duration of work and until the intersection is open to normal traffic operations. If a cross street needs to be temporarily closed when work is in progress through the intersection and the anticipated 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 Traffic Engineer. When required by the Engineer, the Contractor shall supply a minimum of two (2) message boards per arterial / collector street or street segment, to be placed at designated locations for advanced warning of construction dates and times. The message shall be preapproved by the engineer prior to programming. Message boards shall be set up at least two weeks prior to work. The term "Construction Area Signs" shall include all temporary signs required for the direction of public traffic through or around the work during construction. Such signs are shown in or referred to in the current MANUAL OF TRAFFIC CONTROLS — Warning signs, Lights and Devices for Use in Performance of Work Upon Highways, published by the State of California, Department of Transportation, hereinafter referred to as MANUAL OF TRAFFIC CONTROLS. 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 or any day preceding a designated legal holiday; before 8 a.m. and after 5 p.m., Monday thru Friday or as further restricted by Attachment A, and when construction operations are not actively in progress on working days. During daily construction operations, there may be certain peak traffic hours that would require the Contractor to alter the construction schedule in order to minimize the impact of the work on the public's convenience. The following provisions shall apply on the listed street segments: 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 2 Street Special Traffic Control Provision Arterials: One lane in each direction of traffic shall be Stevens Creek Blvd maintained at all times. The roadway shall be (Bubb - Hwy 85) open for two-way traffic at all times. Work hours are limited to Saturday & Sunday 9:00 AM and 6:00 PM. Collectors: On four lane streets, one lane in each direction Rainbow Dr; shall be maintained at all times. On two lane Stevens Creek Blvd streets, flagmen shall be used to maintain traffic flow and lane closure hours shall be limited to 9:30 AM to 2:00 PM M-F. Work on Stevens Creek Blvd between shall be completed on Sat/Sun between the hours of 9:00 AM and 6:00 PM. Traffic may be limited to only local traffic during Streets Near Schools the period between 9:30 a.m. and 2:00 p.m. Work See Attachment A may be required on weekends to minimize traffic impacts. Flagman shall be used to control traffic. Streets immediately adjacent to schools shall be sealed when school is out of session. Residential: Traffic may be limited to only local traffic during the period between 8 a.m. and 4:30 p.m. Construction vehicle access may be further limited (see truck traffic restrictions map) Attention is directed to Sections 7-1.08, "Public Convenience," 7-1.09, Public Safety," and 12, "Construction Area Traffic Control Devices," of the State Standards and to the Section entitled "Public Safety" and flagging for traffic control systems elsewhere in these technical specifications. Nothing in these technical specifications shall be construed as relieving the Contractor from his responsibility as provided in said Section 7-1.09. Lane closures shall conform to the provisions in the section of these special provisions entitled "Traffic Control for Lane Closure." Personal vehicles of the Contractor's employees shall not be parked on the traveled way or shoulders, including any section closed to public traffic. The Contractor shall notify local authorities of his intent to begin work at least 7 calendar days before work is begun. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 3 Whenever vehicles or equipment are parked on the shoulder within 6 feet of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed where directed by Engineer. Bike Lane Closed Ahead and Share the Road signs shall be placed where applicable. In order to minimize the impact on local merchants, and residents, driveways shall not be blocked for any long periods of time. The Contractor shall maintain access to all driveways before and after road material is placed. The Contractor shall limit the time between the prep time placing and curing time of the asphalt material and cleanup so that vehicles may return the roadway to use. The full width of the traveled way shall be open for use by public traffic on weekends designated legal holidays, and when construction operations are not actively in progress unless approved otherwise. Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon the written request of the Contractor if in the opinions of the Engineer public traffic will be better served and the work expedited. Such deviations shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change orders. A traffic control system shall consist of closing traffic lanes in accordance with the provisions of Section 12, "Construction Area Traffic Control Devices," of the State Standards, the provisions under "Maintaining Traffic" elsewhere in these technical specifications. The provisions in this section will not relieve the Contractor from his responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Section 7-1.09, "Public Safety," of the State Standards. If any component in the traffic control system is damaged, displaced, or ceases to operate or function as specified, from any cause, during the progress of work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location. Lane closures are made for work periods only, at the end of each work period, all components of the traffic control system, except portable delineators placed along the traveled way, shall be removed from the traveled way, shoulder and auxiliary lanes. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 4 c. Measurement & Payment The contract lump sum price paid for Traffic Control shall include full compensation for furnishing all labor including flagging costs, materials (including signs), tools, equipment and incidentals, and for doing all the work involved in placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control system and preparing required traffic control plans, as specified in the State Standards and these technical specifications, and as directed by the Engineer. 2. CRACK SEAL (Bid Item Number 2) a. Item Requirement This work shall consist of removing vegetation, embedded sand and dirt and all other debris and incompressible materials, evaporating moisture from cracks and joints in the asphalt concrete pavement, and cleaning and filling the cracks with rubber asphalt joint seal as specified in these special provisions, and as directed by the Engineer. b. Scope MATERIALS The crack sealant shall be a mixture of paving asphalt and ground rubber and shall conform to ASTM D6690, Type II. CONSTRUCTION All cracks 3/32 of an inch wide or wider shall be sealed. Immediately prior to applying the sealant, the cracks shall be cleaned. Removal of vegetation and all incompressible materials from cracks and joints shall be by means of hot compressed air lance. (Other methods such as routing with compressed air cleaning may be substituted at engineer's specification. Under ANY circumstances compressed air used for cleaning MUST be oil free.) Before sealing, the crack surfaces must be made clean, dust free, and dry. The preferred way to remove the moisture is with the use of the hot compressed air lance. The temperature will be at least 2000 degrees F. The lance shall be not more than 50 feet ahead of the sealing unit, as they progress down the pavement, so that the crack area does not have time to cool or take up new moisture from below. 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. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 5 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. c. Measurement & Payment The contract lump sum price paid for Crack Seal shall include full compensation for furnishing all labor, materials, tools, equipment, traffic control and incidentals, and for doing all the work involved with the crack seal filler application, complete in place. 3. FOG SEAL (Bid Item Number 3) a. Item Requirement The Work under this Section includes providing all labor, material, tools and equipment necessary to apply a polymer modified asphaltic emulsion rejuvenating seal to streets listed in the Location Map. b. Scope MATFRIAI S The emulsion used shall be polymer modified and shall comply with Section 94 of Caltrans Standard Specifications. CONSTRUCTION The Contractor shall be responsible for preparation of the pavement to receive fog seal coat as required under Section 37 of the Standard Specifications. Immediately prior to the application of fog seal coat, the streets shall be cleaned by sweeping with self-propelled vacuum or regenerative air sweepers with water spray bars to reduce dust. Sidewinder sweepers or brooms that wind row material and do not remove it shall not be used. Prior to fog seal application, pavement surfaces shall be cleaned of all oil, debris, grease spots and weeds. Before applying fog seal coat, contractor shall cover manholes, valve boxes, monument boxes, other exposed facilities and all existing pavement markers, markings, legends and speed bumps within the area of application with plastic or oil - resistant construction paper secured in place. All traces of plastic or oil - resistant construction paper shall be removed as quickly as possible following application of fog seal. Contractor shall replace or clean at his or her own expense any damaged or oil stained items within project limits. The emulsion shall be applied with a distributor truck to the pavement surface at a rate of .07 gal / S.Y - .10 gal/ S.Y. The final rate of application will be jointly determined by the engineer, contractor and the vendor. The asphalt distributor for application of the emulsion shall have a full circulation spray bar that is adjustable to at least sixteen (16) feet wide and capable of heating and circulating the emulsion simultaneously. It must 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 6 have computerized rate control for adjusting and controlling the application from the cab by .01 gallons per square yard increments. The distributor shall also be equipped with a volume measuring device and a thermometer for measuring the emulsion temperature in the tank. The fog seal shall not be placed if either the pavement temperature or the air temperature is below 50 degrees F and falling, but may be applied when both the air and pavement temperature is 50 degrees F or above and rising. The fog seal coat shall not be placed if rain has occurred within the past 24 hours. The weather forecasts should be for highs near sixty degrees Fahrenheit and no rain forecast for the next twenty-four hours after the fog seal has been applied. The fog seal should not be placed if the high temperatures for the day exceed 95 degrees unless approved by the Engineer. The distributor driver must be experienced at applying rejuvenation seals. Precautions must be taken to prevent any material from entering the storm drain system. See Section 7.20 of the General Conditions for Storm Water Pollution Prevention requirements. c. Measurement and Payment The contract square yard price paid shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, notifying residents and business, and for doing all the work necessary to prepare the surface, mix and apply fog seal and protecting the seal in place until it has set. No additional compensation will be made therefor. traffic control for fog seal shall be paid under the Traffic Control bid item. 4. TYPE II SLURRY SEAL (Bid Item Number 4) a. Item Requirement The work shall consist of furnishing all necessary labor, materials and equipment for the transporting, mixing of asphaltic emulsion, aggregate and water and spreading the mixture of pavement areas to conform to the Provisions of Section 37-3, "Slurry Seal and Micro -surfacing," of the Caltrans 2018 Standard Specifications, Revised Standard Specifications, and these Special Provisions. b. Scope MATFRIAI S- Asphalt Emulsion Asphaltic Emulsion used for slurry seal shall be designated as grade PMCQS-1 h or equal. Solid polymers shall be adequately blended into the asphalt prior to emulsification. If a liquid latex such as neoprene or similar is used, the latex shall be "co -milled" into the emulsion through the water phase during manufacturing. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 7 Each load of polymer modified asphaltic emulsion shall have a certificate from the asphalt emulsion manufacturer guaranteeing that either asphalt blending or "co -milling" processes were used. The certificate shall also state the percentage of the solid rubber polymer added by weight of the asphalt as well as the composition of the polymer. The addition of latex to the emulsion after emulsion manufacturing is prohibited. The polymer modified asphalt emulsion shall conform to the following specifications: Tests on Emulsion Test Test Method Reg uirement Minimum Maximum Viscosity SSF, (& 77°F, seconds AASHTO T59 15 90 Sieve Test, % AASHTO T539 --- 0.30 Storage Stability Test, 1 day % AASHTO T59 --- 1.0 Residue by Evaporation, % CTM 331 57 --- Particle Charge AASHTO T59 Positive Tests on Residue Test Typical Requirement Minimum Maximum Penetration, 77°F AASHTO T49 40 90 Ductility, 77°F, imn AASHTO T51 400 --- Polymer Content, % See Section 94-1.01C of the Standard Specifications for Sampling Requirements CTM 401 2.5% --- OR Torsional Recovery, % CTM 332 18 --- A certificate of Compliance shall be furnished to the Engineer in accordance with Section 6-3.05E, "Certificates of Compliance," of the Standard Specifications and these Special Provisions. The Certificate of Compliance shall include all information stipulated in Section 94, "Asphaltic Emulsions," of the Standard Specifications. Additional information relevant to the specifications shall be furnished if requested by the Engineer. Samples will be obtained in accordance with ASTM Method D140 or such other methods as are approved by the Engineer. Aggregate Aggregate for the slurry seal shall comply in all respects to requirements in Section 37-3, "Slurry Seal and Micro -surfacing," of the Standard Specifications for a Type 11 slurry seal except for the following: 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 8 Aggregate shall consist of sound, durable, crushed stone or crushed gravel. If approved by the Engineer, mineral filler will be allowed. Aggregates shall be 100% crushed with no rounded particles, volcanic in origin, and black in color. The use of gray or light-colored aggregate will not be allowed. The percentage composition by weight of the aggregate shall conform to the following grading: Percentage Passing Sieve sizes Type II 318" (9.5 —1nm) 100 No. 4 (4.75 — nun) 90 - 100 No. 8 (2.36 — nun) 65 - 90 No. 16 (1.18 — mm) 40 - 70 No. 30 (600 — um) 25 - 50 No. 200 (75 — um) 5 - 15 Theoretical asphalt content, % based on dry aggregate 7.5 - 13.5 Approximate application rate (Pounds/Square Yard) 14-18 The aggregate shall also conform to the following quality requirements: Test Method of Test Requirement Sand Equivalent California Method 217 0 min. DurabilityIndex California Method 229 +55min. When the results of both the aggregate grading and the Sand Equivalent test do not conform to the requirement specified, the slurry seal represented by the failing aggregate tests is rejected and the Contractor shall remove the slurry seal represented by the failing aggregate tests. The Contractor shall be fully responsible for the costs associated with the removal of the slurry seal, the placement of the slurry seal with aggregate that conforms to the above quality requirements, all material retesting of the aggregate material, and all incidental work associated with the removal and replacement of failed aggregate slurry seal. The Contractor may request the slurry seal segments with the non- conforming aggregate to remain in place. The Contractor shall submit the request in writing to the City for review and approval. If the City is agreeable to allow the non -conforming aggregate material to remain in place, the City may deduct the cost of the non -conforming aggregate material from any monies due, or that may become due the Contractor under the contract. The minimum cost of the non -conforming aggregate material shall be the actual cost for the labor, material, equipment, and transport to furnish and install the non -conforming aggregate material. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 9 No single aggregate grading, durability, or sand equivalent test shall represent more than 300 tons or one-day's production, whichever is smaller. The Contractor, in accordance with Section 6-3.05E, "Certificates of Compliance," of the Standard Specifications, will furnish a Certificate of Compliance for aggregates used in the slurry seal. The Certificate of Compliance shall include results of laboratory tests indicating the average gradation, minimum sand equivalent and maximum film stripping and durability index, all in accordance with Section 37-2.02, "Materials," of the Standard Specifications. Mineral Filler Mineral filler shall be either Portland Cement, hydrated lime, limestone dust, fly ash or other approved filler meeting the requirements of ASTM D242 and shall be used if required by the mix design. The mineral filler shall be considered as part of the aggregate in calculations regarding slurry seal asphalt content. Additives Additives may be used to accelerate or retard the mixing and setting characteristics of the slurry seal or improve the resulting finished surface. The use of additives in the slurry mix (or individual materials) shall be made initially in quantities predetermined by the mix design with field adjustments if required. If the use of additives during application requires a greater than + or — 1.0% deviation from the recommendations of the mix design, a new mix design will be performed to verify system performance at higher or lower additive levels. Mix Desiqn At least seven (7) working days before slurry seal placement commences, the Contractor shall submit to the Engineer for approval a laboratory report of tests and proposed mix design covering the specific materials to be used on the project. The percentage of asphalt emulsion proposed in the mix design shall be within the percentage range specified in Section 37-3.03B, "Proportioning," of the Standard Specifications. The tests and mix design shall be performed by a laboratory capable of performing the applicable International Slurry Seal Association (ISSA) tests. The proposed slurry seal mixture shall conform to the requirements specified when tested in accordance with the following tests: 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 10 Test Description Sec ISSA TB 106 Slurry Seal Consistency, nun 30 maximum ISSA TB-139 Wet Cohesion (using project source aggregate, asphalt emulsion and set -control 12kg-cm minimum agents, if used) 20kg-cm minimum 3 0 minutes min 60 minutes min ISSA TB-109 Excess Asphalt 50 g,'ft'- maximum By LWT Sand Adhesion (538 e/m' maximum) ISSA TB-114 Wet Stripping Pass ISSA TB 115 Compatibility Pass ISSA TB-100 Wet Track Abrasion Loss, one -hour soak 75 g/ft'- maximum (minimum asphalt content) (807 elm'- maximum) ISSA TB-1'13 Mix Time (Mixing test and set time test Controllable to '180 shall be done at the highest temperature sec. minimum expected during construction The laboratory report shall be signed by the laboratory that performed the tests and mix design and shall show the results of the tests on individual materials, comparing the test results to those required by the specifications. The report shall clearly show the proportions of aggregate, filler (as determined from the tests, minimum and maximum), water (minimum and maximum), asphalt solids content based on the dry weight of aggregate and set -control agent usage. The laboratory shall also report the quantitative effects of moisture content on the unit weight of the aggregate (bulking effect). Previous laboratory reports covering the same materials may be accepted provided they are made during the same calendar year. The Engineer shall approve the mix design and all slurry seal materials and methods prior to use. The job mix design shall conform to the specification limits and be suitable for the traffic climate conditions, curing conditions and final use. This will include recommended application rate of slurry to suit the job conditions. Any changes in the proportions will be made only when approved by the Engineer. Proportioning Proportioning shall conform to the provisions in Section 37-3.03B, "Proportioning," of the Standard Specifications and these Special Provisions. The completed mixture, after addition of water and any set -control agent used, shall be such that the slurry seal mixture has proper workability and (a) will permit uncontrolled traffic on the slurry seal within two (2) hours after placement without the occurrence of tracking, bleeding, raveling, separation or other distresses, and (b) prevent development of bleeding, raveling, separation or other distress within fifteen (15) days after placing the slurry seal. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 11 Mixing and Spreading Equipment Mixing and spreading equipment shall conform to the provisions in Section 37-3.03C, "Mixing and Spreading Equipment," of the Standard Specifications and these Special Provisions. A minimum of two 7-cubic yard capacity or larger slurry machines shall be on the job and in good operating condition at all times. Machines must be able to negotiate all turns next to the curbs in cul-de-sacs, on initial pass in one continuous pass. Surface Preparation Before the polymer modified slurry seal is applied, the pavement surface shall be swept free of all debris and loose debris using power sweepers, cracks shall be filled, and digouts completed. The Contractor shall remove all pavement markings, weeds and plant materials in all the street sections that will receive slurry seal surfacing. Removal of weeds and plant materials shall be done using a chemical weed killer (per manufacturer's recommendations) as approved by the Engineer, and all these areas shall be thoroughly cleaned using compressors or other means acceptable to the Engineer. During the striping removal process, large amounts of grinding debris (thermoplastic and asphalt) shall be removed by hand prior to use of a power broom. All existing/temporary pavement markers, paint and thermoplastic shall be removed and disposed of by the Contractor. Said removal shall not occur sooner than two days prior to the slurry sealing is performed. Manholes, valves, survey monuments, or miscellaneous frames and covers shall not receive a seal coat. These shall be covered and protected prior to application of slurry. Any frame or cover seal coated shall be cleaned to the satisfaction of the Engineer and the cost for the cleaning shall be borne by the Contractor. Placing Placing shall conform to the provisions in Section 37-3.03D, "Placing," of the Standard Specifications and these Special Provisions. The Contractor shall place slurry seal no later than 2 pm onto any street surface. No application of slurry mixture shall be permitted when the temperature of the pavement to be surfaced is below 500 F or when the air temperature is below 60OF in the shade or when, in the opinion of the Engineer, road conditions, road temperatures, imminence of rain, wetness or dampness are not conducive to successful results. The slurry mixture shall be uniformly spread by means of a controlled spreader box conforming to the requirements of Section 37-3.03C, "Mixing and Spreading Equipment," of the Standard Specifications. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 12 If required by the Engineer, the slurry machine shall be inspected and calibrated on a 300-foot test section. The calibration shall establish the settings required to obtain the application rate for the slurry and correct proportions of ingredients in accordance with these Technical Specifications. All surfaces to be slurry sealed shall be lightly dampened with a fog spray of water. The slurry machine shall move forward at such a speed that the fluid slurry mixture will penetrate and substantially fill all available voids. The slurry box squeegees, rubber belting, or similar material, shall be flexible enough to wipe the slurry uniformly over the surface of the roadway without gouging, scouring or abrading the existing surface or chips. The slurry seal mixture shall be spread at a rate between 17-20 Ibs./square yard. The exact rate will be determined in the field by the Engineer. The slurry seal application rate for cul-de-sac bulb locations shall be at least 20 Ibs/square yard. Areas which cannot be reached with the slurry seal machine shall be surfaced using hand squeegees to provide complete and uniform coverage. Care shall be taken to leave no unsightly appearance from the handwork. All handwork shall achieve the same type of finish as applied by the spreader box. All incidental handwork such as surfacing of driveway aprons and returns shall be done concurrently with the surfacing of the street proper. The joint between the edge of pavement and the concrete gutter shall be sealed/filled with slurry seal and not overlap into the gutter pan. Any application spillage beyond this joint shall be removed or cleaned up by the Contractor to the satisfaction of the Engineer. Gutter spills and any tracking of slurry seal onto concrete improvements shall be cleaned immediately. The edges of the limits of the slurry seal application of both sides of the street shall be maintained in a neat and uniform line. Felt paper shall be placed to ensure neat line at curb returns. Speed bumps shall be covered and protected from slurry application and oil tracking. All lines of termination of slurry sealing shall be neat and straight. The Contractor shall use building paper or an approved equal header materials at all limits of work. Longitudinal joints shall be at the crown of the street or at the edge of the traveled lanes. No excessive buildup or unsightly appearance shall be permitted on longitudinal and transverse joints. Care will be taken to avoid leaving ridges at the lap joints between adjoining passes. Wherever possible, joints will coincide with lane lines or in the center of the lane. In no case will ridges be allowed in the normal wheel track of vehicles. The forward speed of the slurry spreader shall be adjusted to eliminate corrugations or surface irregularities in the slurry coat, which are caused by excessive speed. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 13 No lumping, balling, or unmixed aggregate shall be permitted. No segregation of the emulsion and fines from the coarse aggregate shall be permitted. If coarse aggregate settles to the bottom of the mix, the slurry mix shall be removed from the pavement. No excessive breaking of emulsion shall be allowed in the spreader box. No streaks caused by oversize aggregates will be left on the finished pavement, and ridges, washboarding in the finished product shall not be allowed. Weight tags shall be furnished to the Engineer for all materials delivered to the site including aggregates, emulsified asphalt for slurry and retardant. The Contractor shall immediately remove any excess slurry from the gutters. The Contractor shall not continue to the next street until all excess slurry is removed as determined by the Engineer. No extension of time will be granted due to delay caused by non-compliance with this provision. Failure to remove excess slurry at the end of each work day may result in liquidated damages of $500 per day per street segment. The Contractor shall furnish and maintain in good operating condition all tools and equipment necessary to do the work with a minimum of inconvenience to the public and shall employ sufficient personnel to operate all equipment efficiently and skillfully. The Contractor shall refrain from using fuel or solvents of any kind for cleaning tools and equipment in such a manner as to permit spillage of diesel fuel or solvent on the pavement, curbs, gutters, parkways or other adjoining areas. Rolling: Rolling shall be performed no more than 2 hours after placement of material. Contractor must have 2 9-wheel pneumatic rollers on site at all times. A minimum of 3 passes must be performed over the entire slurry seal surface. Liquidated Damages, Rolling: Failure to complete rolling operations as stated above shall result in liquidated damages of $2,000 per day per street segment. Final Sweeping: A minimum of three (3) self propelled power brooms shall be used that are capable of cleaning the existing pavement and removing loose screenings debris. Gutter brooms or steel -tined brooms shall not be used. Sweeping shall be completed prior to allowing uncontrolled traffic on the road surface. A minimum of three (3) additional sweepings shall be performed one day, two days, and either four or five days after placement of slurry seal and as further directed by the engineer. Failure to sweep within the time specified may result in liquidated damages of $500 per day per street segment. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 14 c. Measurement and Payment: "Type II Slurry Seal" shall be paid for at the contract price per square yard and shall be full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved. Traffic control for the slurry seal operations shall be paid under the Traffic Control Bid Item number 1. 5. RUBBERIZED CHIP SEAL (Bid Item Number 5) a. Item Requirement The work shall consist of furnishing all necessary labor, materials, tools, equipment, transportation, and incidentals necessary to construct the rubberized chip seal pavement treatment. The rubberized chip seal shall be installed as the lower (first application) layer of Cape Seals. Slurry Seal shall be installed as the upper (second application) layer of Cape Seals. Rubberized chip seal shall consist of an application of rubberized asphalt binder and hot screenings pre -coated with paving asphalt. Rubberized chip seal shall conform to the provisions specified for seal coat in Section 37-2, "Seal Coats," of the Standard Specifications and these Special Provisions. b. Scope DEFINITIONS: Crumb rubber modifier: Ground or granulated high natural crumb rubber or scrap tire crumb rubber. Descending viscosity reading: Subsequent viscosity reading at least five (5%) percent lower than the previous viscosity reading. High natural crumb rubber: Material containing 40 to 48 percent natural rubber. Scrap tire crumb rubber: Any combination of: 1. Automobile tires 2. Truck tires SUBMITTALS: Contractor shall submit proof of successful completion of at least three (3) asphalt rubber chip seal projects of like magnitude and comparable difficulty and rates of progress. In addition, Contractor shall submit proof that the superintendent or foreman to be utilized and present throughout the entire project has successfully completed at least three (3) asphalt rubber chip seal projects of like magnitude and comparable difficulty and rates of progress. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 15 At least twenty-one (21) calendar days prior to start of the project submit the name of your laboratory for quality control testing. The laboratory must be AASHTO accredited. For each delivery of asphalt rubber binder ingredients and asphalt rubber binder to the job site, submit a certificate of compliance and a copy of the specified test results. Submit MSDS for each asphalt rubber binder ingredient and the asphalt rubber binder. At least fourteen (14) calendar days before use, submit: 1. Four 1-quart cans of mixed asphalt rubber binder 2. Samples of each asphalt rubber binder ingredient 3. Asphalt rubber binder formulation and data as follows: For asphalt binder and asphalt modifier submit: a) Source and grade of asphalt binder b) Source and type of asphalt modifier c) Percentage of asphalt modifier by weight of asphalt binder d) Percentage of combined asphalt binder and asphalt modifier by weight of asphalt rubber binder e) Test results for the specified quality characteristics For crumb rubber modifier submit: a) Each source and type of scrap tire crumb rubber and high natural rubber b) Percentage of scrap tire crumb rubber and high natural rubber by total weight of asphalt rubber binder c) Test results for the specified quality characteristics For asphalt rubber binder submit: a) Test results for the specified quality characteristics b) Minimum reaction time and temperature Submit a certified volume or weight slip for each delivery of asphalt rubber binder ingredients and asphalt rubber binder. Submit a certificate of compliance and accuracy verification of test results for viscometers. When determined by the Engineer, submit notification fifteen (15) minutes before each viscosity test or submit a schedule of testing times. Submit the log of asphalt rubber binder viscosity test results each day of asphalt rubber binder application. ITY CONTROL AND ASSURANCE: Test and submit results at least once per project: 1. For crumb rubber modifier except for grading, at least once per 250 tons. Samples of scrap tire crumb rubber and high natural crumb 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 16 rubber must be sampled and tested separately. Test each delivery of crumb rubber modifier for grading. 2. For asphalt binder, test and submit at least once per 200 tons of asphalt binder production. 3. For asphalt modifier, test and submit at least once per 25 tons of asphalt modifier production. Scrap tire crumb rubber and high natural crumb rubber must be delivered to the asphalt rubber production site in separate bags. Take viscosity readings of asphalt rubber binder under ASTM D7741 during asphalt rubber binder production. Start taking viscosity readings of samples taken from the reaction vessel at least forty-five (45) minutes after adding crumb rubber modifier and continue taking viscosity readings every thirty (30) minutes until two (2) consecutive descending viscosity readings have been obtained and the final viscosity meets the specification requirement. After meeting the two (2) descending viscosity readings requirement, continue to take viscosity readings hourly and within fifteen (15) minutes before use. Log the test results, including time of testing and temperature of the asphalt rubber binder. Contractor shall provide Quality Control sampling, testing, and verification in accordance with their Quality Control Plan as outlined in the 2023 Caltrans Standard Specifications. Contractor will provide Quality Assurance according to the Quality Assurance Program (QAP). Contractor will hire third party for quality control testing perform acceptance testing. MATERIALS: Asphalt Rubber Binder: Asphalt rubber binder must be a combination of: 1. Asphalt binder 2. Asphalt modifier 3. Crumb rubber modifier The blending equipment must allow the determination of weight percentages of each asphalt rubber binder ingredient. Asphalt rubber binder must be 79 ± 1 percent by weight asphalt binder and 21 ± 1 percent by weight of crumb rubber modifier. The minimum percentage of crumb rubber modifier must be 20.0 percent and lower values may not be rounded up. Crumb rubber must be derived and processed from California tires. Crumb rubber modifier must be 75 ± 2 percent by weight scrap tire crumb rubber and 25 ± 2 percent by weight high natural scrap tire crumb rubber. The blend of asphalt binder and asphalt modifier must be combined with crumb rubber modifier at the asphalt rubber binder production site. The asphalt binder and asphalt modifier blend must be from 375 to 440OF when crumb rubber modifier is added. Combined ingredients must be allowed to react at least forty-five (45) minutes at temperatures from 375 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 17 to 4250F except the temperature must be at least 100below the flash point of the asphalt rubber binder. After reacting, the asphalt rubber binder must have the values for the quality characteristics shown in the following table: Asphalt Rubber Binder Quality characteristic Test method Value Min Max Cone penetration @ 25 °C, 1/10 mm ASTM D 217 25 70 Resilience @ 25 °C, percent rebound ASTM D 5329 18 40 Field softening point, °C ASTM D 36 52 74 Viscosity @190 °C, Pa • s x10-3 See section 37- 2.01 D 3 1500 4000 Maintain asphalt rubber binder at a temperature from 375 to 415°F. Stop heating unused asphalt rubber binder four (4) hours after the 45- minute reaction period. Reheating asphalt rubber binder that cools below 3750F is a reheat cycle. Do not exceed two (2) reheat cycles. If reheating, asphalt rubber binder must be from 375 to 415OF before use. During reheating, you may add scrap tire crumb rubber. Scrap tire crumb rubber must not exceed ten percent (10%) by weight of the asphalt rubber binder. Allow added scrap tire crumb rubber to react for at least forty-five (45) minutes. Reheated asphalt rubber binder must comply with the specifications for asphalt rubber binder. Asphalt Binder: Asphalt binder for asphalt rubber binder chip seal (seal coat) must be PG 64-16 and conform to Section 92 of the Standard Specifications. Asphalt Modifier: Asphalt modifier must be a resinous, high flash point, and aromatic hydrocarbon. Asphalt modifier must have the values for the quality characteristics shown in the following table: Asphalt Modifier for Asphalt Rubber Binder Quality characteristic Test method Value Viscosity, m2/s (x 10-6) at 100 °C ASTM D 445 X ± 3 a Flash point, CL.O.C., °C ASTM D 92 207 min Molecular analysis Asphaltenes, percent by mass ASTM D 2007 0.1 max 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 18 Aromatics, percent by mass PASTM D 2007 55 min "X" denotes the proposed asphalt modifier viscosity from 19 to 36. A change in "X" requires a new asphalt rubber binder submittal. Asphalt modifier and asphalt binder must be blended at the production site. Asphalt modifier must be from 2.5 to 6.0 percent by weight of the asphalt binder in the asphalt rubber binder. The asphalt rubber binder supplier determines the exact percentage. If blended, the asphalt binder must be from 375 to 440OF when asphalt modifier is added and the mixture must circulate for at least twenty (20) minutes. Asphalt binder, asphalt modifier, and crumb rubber modifier may be proportioned and combined simultaneously. Crumb Rubber Modifier Crumb rubber modifier must be ground or granulated at ambient temperature. Scrap tire crumb rubber and high natural crumb rubber must be delivered to the asphalt rubber binder production site in separate bags. Steel and fiber must be separated. If steel and fiber are cryogenically separated, it must occur before grinding and granulating. Cryogenically -produced crumb rubber modifier particles must be large enough to be ground or granulated. Wire must not be more than 0.01 percent by weight of crumb rubber modifier. Crumb rubber modifier must be free of contaminants except fabric, which must not exceed 0.05 percent by weight of crumb rubber modifier. Method for determining the percent weight of wire and fabric is available under Laboratory Procedure 10 at the following METS Web site: http://www.dot.ca.qov/hq/esc/Translab/ormt/fpmlab.htm The length of an individual crumb rubber modifier particle must not exceed 3/16 inch. Crumb rubber modifier must be dry, free -flowing particles that do not stick together. A maximum of three percent (3%) calcium carbonate or talc by weight of crumb rubber modifier may be added. Crumb rubber modifier must not cause foaming when combined with the asphalt binder and asphalt modifier. Specific gravity of crumb rubber modifier must be from 1.1 to 1.2 determined under California Test 208. When tested under ASTM D 297, crumb rubber modifier must comply with the requirements shown in the following table: Crumb Rubber Modifier 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 19 Scrap tire crumb rubber (percent) High natural rubber (percent) Quality characteristic Min Max Min Max Acetone extract 6.0 16.0 4.0 16.0 Rubber hydrocarbon 42.0 65.0 50.0 -- Natural rubber content 22.0 39.0 40.0 48.0 Carbon black content 28.0 38.0 -- -- Ash content -- 8.0 -- -- Scrap tire crumb rubber must have the gradation shown in the following table: Sieve size � Gradation limit (%) No. 8 100 No. 10 98-100 No. 16 45-75 No. 30 2-20 No. 50 0-6 No. 100 0-2 No. 200 0 High natural rubber gradation must have the gradation shown in the following table: Sieve size Gradation limit (%) No. 10 100 No. 16 95-100 No. 30 35-85 No. 50 10-30 No. 100 0-4 No. 200 0-1 Test the crumb rubber modifier gradation under ASTM C 136 except: Split or quarter 100 ± 5 g from the crumb rubber modifier sample and dry to a constant mass at a temperature from 57 to 63 degrees C and record the dry sample mass. Place the crumb rubber modifier sample and 5 grams (g) of talc in a 1/2- liter jar. Seal the jar, then shake the jar by hand for at least one (1) minute to mix the crumb rubber modifier and the talc. Continue shaking or open the jar and stir until the particle agglomerates and clumps are broken and the talc is uniformly mixed. 2. Place one (1) rubber ball on each sieve. Each ball must weigh 8.5 ± 0.5 g, measure 24.5 ± 0.5 mm in diameter, and have a Shore Durometer "A" hardness of 50 ± 5 determined under ASTM D 2240. After sieving the combined material for 10 ± 1 minutes, disassemble the sieves. Brush material adhering to the bottom of 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 20 a sieve into the next finer sieve. Weigh and record the mass of the material retained on the 2.36-milimeter sieve and leave this material (do not discard) on the scale or balance. Fabric balls must remain on the scale or balance and be placed together on the side to prevent them from being covered or disturbed when the material from finer sieves is placed onto the scale or balance. The material retained on the 2.00-milimeter sieve must be added to the scale or balance. Weigh and record that mass as the accumulative mass retained on the 2.00-milimeter sieve. Continue weighing and recording the accumulated masses retained on the remaining sieves until the accumulated mass retained in the pan has been determined. Before discarding the crumb rubber modifier sample, separately weigh and record the total mass of fabric balls in the sample. 3. Determine the mass of material passing the 75-micrometer sieve by subtracting the accumulated mass retained on the 75- micrometer sieve from the accumulated mass retained in the pan. If the material passing the 75-micrometer sieve has a mass of 5 g or less, cross out the recorded number for the accumulated mass retained in the pan and copy the number recorded for the accumulated mass retained on the 75-micrometer sieve and record that number, next to the crossed out number, as the accumulated mass retained in the pan. If the material passing the 75-micrometer sieve has a mass greater than 5 g, cross out the recorded number for the accumulated mass retained in the pan, subtract 5 g from that number and record the difference next to the crossed out number. The adjustment to the accumulated mass retained in the pan accounts for the 5 g of talc added to the sample. For calculation purposes, the adjusted total sample mass is the same as the adjusted accumulated mass retained in the pan. Determine the percent passing based on the adjusted total sample mass and record to the nearest 0.1 percent (0.1 %). Screenings: Before precoating with asphalt binder when tested under California Test 202 the screenings must have the gradation and properties shown below, conforming to the 3/8" gradation per Section 37-2.04A(4)(c)(v). Gradation Sieve Sizes Percent Passing 3/4" 100 '/z" 95-100 3/8" 70-85 #4 0-15 #8 0-5 #200 0-1 * *Wet Sieve Requirement 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 21 TESTING REQUIREMENTS Test CA Test Method Requirement Loss in Los Angeles 211 10 % max Rattler (after 100 revolutions Loss in Los Angeles 211 40% max Rattler (after 500 revolutions Film Stripping 302 25 % max Cleanness Value 227 80 min Durability 229 52 min EQUIPMENT AND CONSTRUCTION: General: Equipment must include and comply with the following: 1. Screenings haul trucks. Haul trucks must have: a) Tailgates that discharge screenings b) Devices to lock onto the rear screenings spreader hitch c) Dump beds that will not push down on the spreader when fully raised d) Dump beds that will not spill screenings on the roadway when transferred to the spreader hopper e) Tarpaulins to cover pre -coated screenings when haul distance exceeds 30 minutes or ambient temperature is less than 65 OF. 2. Self-propelled screenings spreader. The spreader must have: a) Screenings hopper in the rear b) Belt conveyors that carry the screenings to the front c) Spreading hopper capable of providing a uniform screening spread rate over the entire width of the traffic lane in one application. 3. Self-propelled power brooms. Do not use gutter brooms or steel -tined brooms. Brooms must be capable of removing loose screenings adjacent to barriers that prevent screenings from being swept off the roadway, including curbs, gutters, dikes, berms, and railings. 4. Pneumatic -tired rollers. Pneumatic -tired rollers must be an oscillating type at least 4 feet wide. Each roller must be self-propelled and reversible. Pneumatic tires must be of equal size, diameter, type, and ply. The roller must carry at least 3,000 lbs. of load on each wheel and each tire must have an air pressure of 100 ± 5 psi. Asphalt Rubber Equipment: Equipment for asphalt rubber application must include and comply with the following: 1. Tank to heat and maintain the temperature of blended asphalt binder and asphalt modifier before adding crumb rubber modifier. The tank must have a thermostatic heat control device and a temperature reading device accurate to within 5 OF. The heat control device must be the recording type. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 22 2. Mechanical mixer for complete, homogeneous blending of asphalt binder, asphalt modifier, and crumb rubber modifier. Asphalt binder and asphalt modifier must be introduced into the mixer through meters. The blending system must vary the rate of delivery for asphalt binder and asphalt modifier proportionate to crumb rubber modifier delivery. The mixer must not allow the temperature of asphalt binder and asphalt modifier to vary more than 25 'F. Each ingredient feed must be equipped with a rate -of -feed indicator for determining the amount delivered during production. The meters used to proportion each liquid ingredient must be equipped with rate -of -flow indicators with resettable totalizers so that the total amount can be determined. Feed liquid and dry ingredients directly into the mixer at a uniform and controlled rate. Reduce the quantity of ingredients in the mixer if dead areas occur. The mixer must have a safe sampling device that delivers completed asphalt rubber binder in the quantity needed for testing. 3. Storage tank for asphalt rubber binder. The storage tank must have a heating system to maintain the temperature and an internal mixing device to prevent separation. 4. Self-propelled distributor truck. The truck must have the following features: a) Heating unit b) Internal mixing unit c) Pumps that spray asphalt rubber binder within 0.05 gal/sq yd of the specified rate d) Fully circulating spray bar that applies asphalt rubber binder uniformly e) Tachometer f) Pressure gages g) Volume measuring devices h) Thermometer i) Observation platform on the rear of the truck for an observer on the platform to see the nozzles and unplug them if needed. 5. Under supports for scale bearing points for scale structures where the total load, the live load plus dead load is less than 17 tons, must be constructed as follows: a) Use 4 legs. Total load on any leg may not exceed 14.5 psi. b) Use structural grade steel with a minimum cross -sectional dimension of 20 inches and a minimum thickness of 1.5 inches. c) Construct under supports in a way that they do not move or deflect during production operations. d) Install mechanical indicating elements level, plumb, and rigidly mounted on the under supports. e) Prevent saturation of the ground under the scale with adequate drainage and provide support of 14.5 psi at each support. f) Scale structure may be installed using concrete under supports and comply with Section 9. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 23 Surface Preparation Pavement must be completely dry prior to the application of asphalt rubber chip seal. Special care shall be taken to clean the pavement before the chip seal application. Immediately prior to the application of the chip seal the surface to receive the chip seal shall be cleaned by power brooming, flushing or other means necessary to remove all vegetation, loose particles of paving, all dirt, and all other extraneous material. Vegetation shall be removed from cracks in pavement and at the interface of pavement and gutter prior to sweeping. The Contractor shall blow the cracks clean of loose materials, away from pavement or previously cleaned cracks, with a high-pressure air nozzle (90 psi or greater and free of oil). Pavements impregnated with grease, oil, or fuel shall be thoroughly scrubbed with water and an approved detergent and then flushed and swept clean. Wash water shall be vacuumed up and disposed of and shall not be permitted to enter the storm drain system. Contractor shall be responsible for sweeping the streets until sufficiently cleaned to the satisfaction of the Engineer. Streets shall be swept from face of curb to face of curb. Pavement missed by or inaccessible to power brooms shall be swept manually or by other methods approved by the Engineer. All existing temporary and permanent pavement markers and temporary delineation shall be removed in accordance with Section 15, "Existing Facilities", of the Standard Specifications. Immediately before commencing the chip seal operations, all surface metal utility covers (including survey monuments) shall be protected by thoroughly covering the surface with an appropriate adhesive and paper or plastic. 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 chip seal material by the end of the same workday. Chip seal shall not be placed the day before garbage collection is scheduled for the street. No traffic striping, pavement markings, or pavement markers shall be removed until a chip sealing schedule has been approved by the Engineer. Chip sealing operations must commence immediately after traffic striping, pavement markings, and pavement markers have been removed. If 10 calendar days have elapsed since traffic striping, pavement markings, and pavement markers have been removed on a particular street and no chip sealing has taken place on that street, the Engineer reserves the right to direct the Contractor to immediately install temporary traffic striping, pavement markings, and pavement markers at the Contractor's expense and removal of the temporary traffic striping, pavement markings, and pavement markers prior to eventual chip sealing shall also be at the Contractor's expense. Ambient air and pavement temperatures must be met for chip sealing operations. The Contractor must schedule chip sealing operations and subsequent traffic striping operations to be completed prior to November 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 24 15th, unless otherwise directed by the Engineer. Liquidated damages of $1,000 per day will be enforced. The Engineer reserves the right to prohibit slurry sealing operations due to inclement weather, regardless of the date or time of year. Precoat Screenings Screenings must be preheated from 260 to 325°F. Coat with any of the asphalts specified in the table titled "Performance Graded Asphalt Binder" in Section 92 of the Standard Specifications. Coat screenings at a central mixing plant. The asphalt must be from 0.5 to 1.0 percent by weight of dry screenings. The Engineer shall determine the exact rate. The plant must be authorized under California Test Method 109 and the Caltrans material plant quality program. Do not stockpile preheated or pre -coated screenings. Application of Asphalt Rubber Binder Apply asphalt rubber binder immediately after the reaction period. At the time of application, the temperature of asphalt rubber binder must be from 385 to 415°F. Apply asphalt rubber binder at a rate from 0.55 to 0.59 gal/sq yd. Avoid application over the specified rate which may result in "bleeding". If medium severity "bleeding" occurs over an area greater than 10 square feet, Contractor shall remove and replace affected areas at their own cost during the warranty period. Medium severity "bleeding" is defined as asphalt sticks to shoes and vehicles during more than three (3) weeks of the year. Apply asphalt rubber binder when the atmospheric temperature is from 60 to 1050F and the pavement surface temperature is between 75°F and 140°F. Do not apply asphalt rubber binder unless there are sufficient screenings available to cover the asphalt rubber binder within two (2) minutes. Intersections, turn lanes, gore points, and irregular areas must be covered within fifteen (15) minutes. Do not apply asphalt rubber binder when weather or road conditions are unsuitable, including high wind or when the pavement is damp. Unsuitable weather conditions include when temperatures below 40OF are anticipated for the next twenty-four (24) hours after applying the rubberized chip seal, or sustained winds are greater than ten (10) mph. Complete surface treatment application at least two (2) hours before sunset. If you request to use a variable application rate apparatus and the Engineer authorizes, the rate in the wheel paths may be reduced to 0.50 gal/sq yd. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 25 Spreading Screenings Prevent vehicles from driving on asphalt rubber binder before spreading screenings. Broom excess screenings at joints before spreading adjacent screenings. Operate the spreader at speeds slow enough to prevent screenings from rolling over after dropping. If the spreader is not moving, screenings must not drop. If you stop spreading and screenings drop, remove the excess screenings before resuming activities. During transit, cover pre -coated screenings for asphalt rubber seal coat with tarpaulins if the ambient air temperature is below 650F or the haul time exceeds thirty (30) minutes. At the time of application, screenings for asphalt rubber seal coat must be from 225 to 325°F. Spread screenings at a rate from 30 to 32 Ib/sq yd. Select the rate that yields uniform and complete rock coverage without excess unbound rock. Avoid placing screenings such that multiple thicknesses of rock are present leading to rock shedding. Spread to within ten percent (10%) of the determined rate. Leave uncovered a strip of sprayed asphalt approximately six (6) inches wide to permit an overlap of asphalt material. Hold edge of chip seal application 1 ft. from curb or gutter line. At limits of application, feather or taper edges flush with surface with a roller or similar to remove distinct edge or bump. Finishing And Rolling Operations Chip seal shall be finished and screenings compacted in accordance with Section 37-C(4)(d) "Finishing" of 2023 Standard Specifications, with the following modifications: 1. A minimum of three (3) pneumatic tired rollers conforming to the requirements specified in Section 37-2.01 C(2) "Equipment", of the Standard Specifications shall be used. 2. Operate rollers at a maximum speed of five (5) mph. Do not permit the aggregate to be displaced by pickup or sticking of material to the tire or drum surfaces. Roll the surface to uniformity and thoroughly bond the aggregate over the full width. Complete rolling within one (1) hour after asphalt is applied to the surface. 3. During construction where the asphalt -rubber distributor truck creates a joint by stopping at some point along the length of the roadway, the screenings spreader shall stop short of this joint, leaving a small strip of uncovered asphalt rubber. This is to prevent an overlapping double thickness joint from being created once work resumes. All reasonable 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 26 precautions shall be taken to avoid skips and overlaps at joints. Any defect shall be corrected at the Contractor's expense by use of a shovel and/ or broom prior to continuing operations. 4. The seal coat shall be applied in such a manner that the joint between the new and existing surface is neat and uniform in appearance true to the line shown on the plans and as established by the Engineer. The cut-off of asphaltic binder shall be made on building paper or similar material spread over the surface. 5. Initial rolling of the asphalt -rubber chip seal shall consist of a minimum of one (1) complete coverage with three pneumatic -tired rollers working in tandem and shall begin immediately behind the screenings spreader. The distance between the rollers and the screenings spreader shall not exceed 200 feet at any time during the spreading of screenings operations. 6. A minimum of three (3) additional complete coverages with the three pneumatic- tire rollers shall be made after the initial coverage on the asphalt -rubber chip seal. 7. In addition to the pneumatic -tired rollers one (1) 8-10-ton steel wheel roller in static mode shall be used on the final pass as the finish roller. Minor aggregate crushing is acceptable. If aggregate crushing, deemed unacceptable to the engineer is observed stop rolling. 8. Limit traffic speeds to twenty-five (25) mph for twenty-four (24) hours after rolling operations have ceased; use of pilot cars may be necessary for the roadways that are typically driven on at higher rate of speed. Final Sweeping A minimum of three (3) vacuum sweepers shall be used that can clean the existing pavement and removing loose screenings without dislodging screenings set in the asphalt- rubber mixture. Gutter brooms or steel - tined brooms shall not be used. Sweeping shall be completed prior to allowing uncontrolled traffic on the road surface. On the day of the actual chip seal operations, three (3) vacuum sweepers shall be used on those streets being chip sealed that day. Two (2) sweepers shall be used to remove excess screenings from the road surface, and one (1) sweeper shall sweep the morning after chip seal operations and be used to clean the surrounding streets and road surfaces outside of the project area to avoid tracking loose material. During sweeping the day of the chip seal, water shall not be used in the removal of loose material. The Contractor must remove all loose chips from the street surface per these Special Provisions. A broom sweeper may not be able to pick up excess chips on cul-de-sacs. The Contractor is responsible for removing these chips using a vacuum sweeper or other acceptable means as approved by the Engineer. Three (3) additional sweepings shall be performed. The first sweeping shall be done one (1) day after placement of the chip seal, the second 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 27 two (2) days after placement of the chip seal and the final sweeping shall occur seven (7) calendar days after placement of the chip seal and prior to placing the slurry seal. The Contractor shall spray water on these subsequent sweepings for dust removal. Excess screenings shall be removed from the job site by the Contractor and disposed of in accordance with Sections 14 and 19 of the Standard Specifications. At the end of each day's sweeping operations the Contractor shall remove any and all loose materials from sidewalks, landscaped areas and adjacent properties manually or by any other means acceptable to the Engineer. Do not displace embedded material. Do not vacuum sweep the surface when the air temperature is above 90°F. Liquidated Damages, Final Sweeping: Failure to complete the final sweeping and the additional three sweeping operations as stated above shall result in liquidated damages of $500 per day per street segment. Test Strip The Contractor shall construct three (3) test strips for evaluation by the Engineer. The test strips shall be 50 feet to 100 feet long and shall consist of the application courses specified. The test strips shall be constructed in the early morning and shall cure and be open to traffic within ten (10) minutes of application. The three (3) test strips will be performed with varied asphalt aggregate spread rates, as specified by the Engineer, to best select the application rates to be used for the operation. The Engineer will evaluate the completed test strip immediately after traffic is allowed on the completed test strip to determine if the mix design and placement procedure are acceptable. If the materials as placed are determined by the Engineer to be unacceptable, no additional work will be permitted until the Contractor's proposed remediation has been approved 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. Each time the topography, roadway conditions, or type of road changes and is planned to be treated with the rubberized chip seal a new set of test strips shall be performed to ensure that the spread rates and rolling patterns are still applicable. c. Measurement and Payment: The quantity of "Rubberized Chip Seal" shall be the total square yardage (Square Yard) of chip seal placed. The contract price paid per Square Yard for Rubberized Chip Seal shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in the furnishing and placing the rubberized chip seal complete in place, including cleaning the surface and protecting the rubberized chip seal until it has set, all as shown on the plans, as specified in these specifications and as directed by the Engineer. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 28 The City street segments that shall receive the rubberized chip seal treatment are: 1. Stevens Creek Boulevard (east of N. Foothill Blvd. to 75' east of Bubb Road); 2. Columbus Avenue (Bubb Road to Vai Avenue) The estimated quantities are listed on the Estimated Bid Quantities table included within these Specifications. The estimated areas (square yards) include elbow turns and curb returns. The City reserves the right to make additions or deletions to the original quantity amount, and/or to the streets or number of streets, at the Bid Schedule's unit cost per square yard. 6. ASPHALT STRIPING, MESSAGES & MARKERS (Bid Items 6-48) a. Item Requirement The Contractor shall furnish and apply traffic stripes, characters, arrows, pavement markers, and other delineations and markings. These shall be reapplied in the original pattern on all roads except as directed by the Traffic Engineer. Contractor shall install traffic striping and markers in accordance with Sections 84 and 85, `Traffic Stripes and Pavement Markings' and `Pavement Markers', the most recent version of the California MUTCD, and Caltrans Standard Details A20A through A24F, latest edition. Contractor is required to document existing striping and message types, complete with dimensions, for each street receiving slurry seal treatment. Contractor is to submit this to the Engineer for review and approval a minimum of five working days prior to removal of existing striping and/or markings. All pavement legends and traffic striping shall be applied in thermoplastic unless otherwise noted. Temporary pavement marking materials must be on hand prior to the covering or demolition of existing pavement markings. Mandatory Striping and Pavement Marking Plan The Contractor shall take note and comply with the following requirements: 1. The Contractor shall perform all tie -downs, layout, alignment, and spotting as required and further detailed in Section b. "Scope" below. 2. The Contractor shall submit a detailed plan documenting the location, dimensions, and applicable Caltrans Standard Detail reference number —or other approved detail —for all existing pavement striping, markings, markers, and legends. 3. The plan must provide sufficient detail to allow for proper installation of new thermoplastic, markers, and legends. 4. The striping and marking plan shall be submitted prior to the pre - construction meeting and shall be approved by the Engineer before the issuance of the Notice to Proceed. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 29 5. The Engineer or his/her designee shall review and approve the striping layout prior to final striping, and no final striping shall be installed without this approval. b. Scope MATERIALS Pavement Delineation- Thermoplastic Thermoplastic material shall be extruded thermoplastic meeting the requirements of Section 84-2 and specifically Section 84-2.03B Extruded Thermoplastic or City approved equivalent. Placement shall be performed as directed by the manufacturer. Legends, arrows, and shields shall be preformed, thermoplastic pavement markings and shall be Ennis Flint, Premark 20/20 Flex Plus, Crown Tuff Mark, or a City approved equivalent. Placement shall be performed as directed by the manufacturer. Legends and symbols for preformed green bike lanes shall be factory assembled. Preformed Thermoplastic Green Bike Lane including bike symbols, legends and arrows Green bike lanes shall be preformed thermoplastic pavement markings and shall be Premark ViziGrip Skid/Slip Resistant (90 mil) or a City approved equivalent. Bike symbols, legends, and arrows within green bike lanes and shall be Premark ViziGrip (90 mil) or a City approved equivalent. Placement shall be performed as required by the manufacturer's specifications. Bike symbols, legends, and arrows in green bike lanes must be factory assembled with the green marking sheet and interconnected so that in the field it is unnecessary to assemble the individual pieces within a material segment. The green bike lanes shall be pre -formed thermoplastic pavement marking sheets utilizing light green color that meets FHWA specifications for color. A sealer specified by the manufacturer must be applied to the substrate asphalt and concrete to ensure proper adhesion. Preformed green marking sheets shall be installed first before the 6" white liquid thermoplastic bicycle lane line. Pre -formed sheets shall be laid out and applied so that edges of adjacent sheets fit snugly together, the pattern of the marking aligns properly from sheet to sheet, and to prevent overlap of adjacent sheets. First time applicators shall contact the pre -formed thermoplastic pavement marking supplier for product support and on -site training. Pavement Delineation- Pavement Markers 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 30 Raised and reflective pavement markers shall comply with Section 85 of the Standard Specifications. The specific type to be used shall be consistent with the type generally in use within the local jurisdiction unless directed otherwise by the Engineer. CONSTRUCTION All construction shall conform to the respective provisions of the Standard Specifications, manufacturer's installation requirements, and these Technical Specifications. Existing Striping and Markings In areas adjacent to the sealed surfacing where existing striping must be changed to conform to a revised striping pattern, conflicting striping shall be removed by sand blasting, grinding, or other methods as specified in the Standard Specifications or by the Engineer. The Contractor shall replace all obliterated by or during the work. completely across the street even may not extend that far. All lines replaced with thermoplastic ever obliterated. striping which has been damaged or This may include striping replacement in the event that the Contractor's work of each crosswalk shall be completely if only a portion of a line has been Layout for Temporary and Permanent Striping The alignment and layout of traffic stripes shall conform to the Standard Specifications. The Contractor shall perform all tie downs, layout, alignment, and spotting. The Contractor shall submit a plan documenting locations, dimensions, and Caltrans Standard Detail reference number or other applicable detail for all existing pavement striping, markings, markers and legends. The plan shall contain sufficient detail for installation of new thermoplastic and markers. The plans shall be submitted five working days prior to any removal of existing striping/markings, and shall be approved by the Engineer prior to any removal activities. The Engineer or his/her designee shall review and approve striping layout prior to final striping. The Contractor shall physically tie down the location of the beginning and ending of each paint or thermoplastic marking type in the adjacent curb top. The marking location shall not exceed fifty square inches each. Any locations exceeding this limit shall be removed by the Contractor prior to acceptance of the work. The Contractor shall contact the City Traffic Division for review of tie downs. The Contractor shall be responsible for accurately referencing out and replacing the lines and positions of all traffic lines, directional lines, arrows, and other markings in accordance with either prior existing striping/message layout or by revised striping plans provided by the 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 — Addendum 1 Technical Specifications Page 31 Engineer by cat tracking with painted marks. This shall occur no later than two hours after the final surface course paving operation. Cat tracking shall consist of stretching a rope on a straight line between control points on tangent alignment and on a true arc through control points on curved alignment and placing spots of paint along the rope. Temporary tab markers shall be placed not more than twelve feet apart on curves nor more than twenty-four feet apart on straight segments. Temporary tab markers shall be the same color as the traffic stripe that they are replacing, shall measure two inches tall by 3-1/2 inches wide, and have a reflective lens across the width of the marker. Application of cat tracking and/or placement of temporary markers are to occur immediately upon completion of final compaction rolling and prior to opening asphalt areas to traffic. All crosswalks, stop bars and directional arrows, both yellow and white in color, shall be placed immediately upon completion of final compaction rolling and prior to opening asphalt areas to traffic. Failure to comply with these requirements shall result in a liquidated damage of $2000 per day for each street that has not received temporary installation of the tab markers, traffic striping, and other markings. All liquidated damages in this Contract are cumulative. Prior to application of permanent striping and markers, the Contractor shall call for review and approval of the proposed striping by the Engineer or his/her designee. The City shall have the right to make changes in the location and alignment of line stripes. Striping and traffic markings shall not be applied until approval is granted by the Engineer or his/her designee. The Contractor shall allow a minimum of seven working days for review of the layout by the City. Crosswalks In some instances, portions of new crosswalks will extend beyond limit of pavement rehabilitation work. In these instances, the existing 12 inch wide lines outside the paving limit shall be removed by grinding or sandblasting prior to placing new crosswalk striping. At various locations in the project, crosswalks shall consist of a series of ten (10) foot width by two (2) foot length bars, with no perpendicular lines at the crosswalk sides, as shown in the `Miscellaneous Details & City Standard Details' of the Contract Documents. Schedule Raised pavement markers (RPM's) shall be placed to replace existing RPM's or as designated by City provided striping plans. When utilizing hot melt bituminous adhesive, RPM's shall be placed after the surface has been open to traffic for at least seven days. When utilizing epoxy adhesive, RPM's shall be placed after the surface has been open to traffic for at least fourteen days. Regardless of which adhesive is utilized, the RPM's shall not be placed more than twenty-one days after paving or surfacing. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 32 Thermoplastic materials shall be placed to replace existing thermoplastic materials or as designated by City provided striping plans. Where green bike lanes are to be installed, the pre -formed green lanes shall be installed prior to the installation of the 6" white stripe. Permanent traffic striping and markings including legends and arrows shall be placed between eight (8) and twelve (12) days after paving or surfacing, unless otherwise directed by the Engineer. All permanent striping shall be complete in place by the 13' day after completion of resurfacing work. Liquidated Damages, Cat Tracking for Striping and Markings: Failure to complete cat tracking field application by the sixth calendar day following the completion of slurry seal application of a street segment shall result in liquidated damages of $500 per day per street segment. All liquidated damages in this Contract are cumulative. Liquidated Damages, Final Striping: Failure to complete all final traffic striping, marking, and raised pavement marker improvements by the 15th calendar day following the completion of slurry seal application of a street segment shall result in liquidated damages of $300 per calendar day per street segment. The liquidated damages for Stevens Creek Boulevard, from N. Foothill Blvd to Highway 85, shall be $2000 per calendar day per street segment. All liquidated damages in this Contract are cumulative. Reflective and Raised Pavement Markers Installation of both reflective and raised pavement markers shall conform to the provisions of Section 85 of the Standard Specifications. Pavement markers shall be placed in the same pattern and locations as they were previously, except as specified by the Engineer. Reflective Pavement Markers at fire hydrants shall consist of placing a single blue marker on the new pavement surface. Location of the new marker shall be six (6) inches off of the lane striping nearest to and in line with the existing fire hydrant. Pavement Delineation- Thermoplastic Pavement temperature shall be measured at the beginning of the shift on each working day and this information shall be provided to the Traffic Engineer. No primer or thermoplastic shall be installed within forty-eight hours from the last measurable rain report as provided by the City. Thermoplastic traffic striping, legends, and arrows shall conform to the provisions of Section 84-of the Standard Specifications and these Technical Provisions. c. Measurement & Payment: 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 33 The Contract Lump Sum price for Existing Striping and Pavement Marking Tie -Down, Layout, and Documentation shall include full compensation for furnishing all labor, material, equipment, tools, and all other incidentals necessary to comprehensively tie -down, layout, and document the existing striping and pavement marking condition, complete in place, including but not limited to preparation of the striping and pavement marking plan, all required revisions as directed by the Engineer, referencing existing striping and pavement marking locations, field assessments, and all other requirements specified in these Technical Specifications. All work shall be performed complete in place. Payment for traffic striping layout and placement of temporary lane markers (i.e. cat tracking) will be included in the unit price bid for each striping detail as identified in the Bid Schedule and no additional compensation will be allowed. Payment for any striping removal as identified herein shall be included in the unit price for the related striping item and no additional compensation will be allowed therefore. Measurement and payment for pavement striping markings, characters, arrows, pavement markers, raised pavement markers, and reflective pavement markers shall be paid on a unit cost per each basis as identified in the Bid Schedule. Various Caltrans striping details and other various line thickness will be measured by the linear foot along the line of the traffic stripes, without deductions for gaps in broken traffic stripes. A double traffic stripe, consisting of two 100-mm wide yellow stripes, will be measured as one traffic stripe. The above contract unit costs shall be considered full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals; and for performing all of the work involved as detailed in the Standard Specifications, these Technical Specifications, and the plans and typical sections. No additional compensation will be allowed therefore. End Technical Specifications 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 — Addendum 1 Page 34 Bid Schedule This Bid Schedule must be completed legibly and included with the sealed Bid Proposal. Pricing must be provided for each Bid Item as indicated. Items marked "(SW)" are Specialty Work that must be performed by a qualified Subcontractor. The lump sum or unit cost for each item must be inclusive of all costs, whether direct or indirect, including profit and overhead. The sum of all amounts entered in the "Extended Total Amount" column must be identical to the Base Bid price entered in Section 1 of the Bid Proposal form. AL = Allowance EA = Each LS = Lump Sum CIF = Cubic Feet LB = Pounds SF = Square Feet CY = Cubic Yard LF = Linear Foot TON = Ton (2000 Ibs) BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT 1 Traffic Control 1 LS $ $ 2 Crack Seal 1 LS $ $ 3 Fog Seal 84,574 SY $ $ 4 Type II Slurry Seal 292,568 SY $ $ 5 Rubberized Chip Seal 38,247 SY $ $ 6 Install Blue RPM's @ Fire Hydrant 93 EA $ $ 7 White Retroreflective Marker 16 EA $ $ 8 Existing Striping and Pavement Marking Tie -Down, Layout and Documentation 1 LS $ $ 9 4" White (Thermoplastic) Parking Stall 833 LF $ $ 10 4" White (Thermoplastic) Parallel Parking stall T's 15 EA $ $ 11 4" (Thermoplastic) White Parking Ends 2 LF $ $ 12 12" White (Thermoplastic) 3,626 LF $ $ 13 12" Yellow (Thermoplastic) 316 LF $ $ 14 24" White (Thermoplastic) 1,751 LF $ $ 15 24" Yellow (Thermoplastic) 1,157 LF $ $ 16 Striping Detail 9 1,848 LF $ $ 17 Striping Detail 19 571 LF $ $ 18 Striping Detail 22 12,226 LF $ $ 19 Striping Detail 38 3,008 LF $ $ 20 Striping Detail 39A 5,576 LF $ $ 21 Striping Detail 39 7,463 LF $ $ 22 Striping Detail 40 266 LF $ $ 2026 Pavement Maintenance Phase 2 Project # 2026-102 Addendum 1 BID SCHEDULE Page 12 BID UNIT EXTENDED ITEM ITEM DESCRIPTION EST. QTY. UNIT COST TOTAL NO. AMOUNT 23 Pavement Marking "25" Legend 20 EA $ $ 24 Pavement Marking "35" Legend 10 EA $ $ 25 Pavement Marking - "85" Highway 2 EA $ $ Green Legend 26 Pavement Marking — "Ahead" Legend 3 EA $ $ 27 Pavement Marking - Arrow Type 1 18' 6 EA $ $ (Merge) 28 Pavement Marking — Arrow Type IV 34 EA $ $ L 29 Pavement Marking - Arrow Type IV 12 EA $ $ R 30 Pavement Marking - Bike Rider 41 EA $ $ S mbol w arrow 31 Pavement Marking - "BUMP" Legend 15 EA $ $ 32 Pavement Marking - "KEEP CLEAR" 5 EA $ $ Legend 33 Pavement Marking "NORTH" 2 EA $ $ — Legend 34 Pavement Marking — "PED XING" 4 EA $ $ Legend 35 Pavement Marking "RXR" (Railroad 7 EA $ $ Xing) 36 Pavement Marking — Shared Roadway 21 EA $ $ Bicycle 37 Pavement Marking - "SLOW SCHOOL 4 EA $ $ XING" Legend 38 Pavement Marking - "STOP" Legend 49 EA $ $ 39 Pavement Marking - "YIELD" Legend 3 EA $ $ 40 Pavement Marking — Yield Bike Lane 19 EA $ $ Triangle 41 Pavement Marking - Yield Triangles 48 EA $ $ 3' 42 Green Preformed Thermoplastic Bike 8,331 SF $ $ Lane 43 Red Paint Preformed Thermoplastic 3,385 SF $ $ Crosswalk 44 Red Paint (No Parking -Fire Lane) 100 LF $ $ 45 Yellow Paint 287 LF $ $ 46 Bike Buffer (6" White Line w/dash and 6,081 LF $ $ dia onal line 47 Speed Bump Directional Arrow 8 EA $ $ * Final Pay Quantity TOTAL BASE BID: Items 1 through 47 inclusive 2026 Pavement Maintenance Phase 2 Project # 2026-102 Addendum 1 BID SCHEDULE Page 13 Note: The amount entered as the "Total Base Bid" should be identical to the Base Bid amount entered in Section 1 of the Bid Proposal form. BIDDER NAME: END OF BID SCHEDULE 2026 Pavement Maintenance Phase 2 Project # 2026-102 Addendum 1 BID SCHEDULE Page 14 Estimated Qunatities-2026 Pavement Management Phase 2 Slurry Seal BID Addington Alcalde Alcalde Alcazar Ann Arbor Ann Arbor Ann Anson Avenida Belknap Castleton Chadwick Charsan Clarkston ITEM BID ITEM Total Ct Rd Rd Ave Ave Ave Arbor Ct Ave August Ln Ln Barnhart PI Dr St PI Ln Ave NO. Unit Estimated Quantity Regnart to Alicia to Avenida Byrne to Lauretta 120' 120' S/O Lauretta Milford to September Alcalde to Galway to Elmsford Wilkinson Castleton Rainbow Castleton End Foothill to Alicia Orange S/O to Hazelbrook to End Rumford to End End Jamestown to to to End to End to Hazelbrook to Greenleaf Yorkshire Clarkston Flintshire 1 Traffic Control LS 1 - - - - - - - - - - - - - - - - 2 Crack Seal LS 1 - - - - - - - - - - - - - - - - 3 Fog Seal SY 84,574 4 Type 11 Slurry Seal SY 292,568 1,244 4,876 1,200 2,349 680 3,593 972 2,724 1,438 2,480 2,667 3,371 5,064 819 1,928 1,716 5 Rubberized Chip Seal SY 38,247 6 Two -Way Blue Fire Hydrant Marker EA 93 1 2 0 0 0 2 1 0 1 1 1 1 1 0 0 0 7 White Retroreflective Marker EA 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS tie -down, Layout and documentation 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 833 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking 11 Ends EA 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 3,626 19 116 0 70 0 0 0 0 0 0 0 0 46 20 0 0 13 12" Yellow (Thermoplastic) LF 316 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 1,751 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 24" Yellow (Thermoplastic) LF 1,157 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 Striping Detail 9 LF 1,848 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 571 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 12,226 0 126 0 19 0 0 0 150 0 0 0 53 0 0 0 0 19 Striping Detail 38 LF 3,008 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Striping Detail 39A LF 5,576 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 Striping Detail 39 LF 7,463 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 266 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 20 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 Pavement Marking - "35" Legend EA 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 Pavement Marking - "Ahead" Legend EA 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 1 Pavement Marking - Arrow Type IV (L) EA 34 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 29 Pavement Marking - Arrow Type IV (R) EA 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 41 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 Pavement Marking - "BUMP" Legend EA 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Estimated Qunatities-2026 Pavement Management Phase 2 Slurry Seal BID Addington Alcalde Alcalde Alcazar Ann Arbor Ann Arbor Ann Anson Avenida Belknap Castleton Chadwick Charsan Clarkston ITEM BID ITEM Total Ct Rd Rd Ave Ave Ave Arbor Ct Ave August Ln Ln Barnhart PI Dr St PI Ln Ave NO. Unit Estimated Quantity Regnart to Alicia to Avenida Byrne to Lauretta 120' 120' S/O Lauretta Milford to September Alcalde to Galway to Elmsford Wilkinson Castleton Rainbow Castleton End Foothill to Alicia Orange S/O to Hazelbrook to End Rumford to End End Jamestown to to to End to End to Hazelbrook to Greenleaf Yorkshire Clarkston Flintshire Pavement Marking - "KEEP CLEAR" EA 32 Legend 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "RxR" (Railroad EA1 35 Xing) Legend 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 1 49 1 1 0 1 0 0 0 0 0 0 0 0 2 1 0 0 39 Pavement Marking - "YIELD" Legend EA 3 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 19 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 41 Pavement Marking - Yield Triangle (3') EA 48 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 Green Preformed Thermoplastic Bike 42 Lane SF 8,331 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 3,385 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 IYellow Paint LF 287 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 6,081 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 Speed Bump Directional Arrow EA 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID ITEM BID ITEM Clarkston Columbus Columbus Conradia Corte Donegal Dos Palos Fiesta Ln Flora Vista Flower Folkestone Galway Gardena Dr Gardenview Greenleaf Dr Hall Ct Ave Ave Ave Ct Madera Ln Dr Ct Ave Ct Dr Dr Ln NO. Unit Columbus Maria Rosa Bubb to Bubb to Mann to Leeds to Mann to September Hazelbrook Poppy to Bubb to Barnhart 150' E/O Flora Vista to Blaney to to to Linda Maria Rosa End End Primrose End to to Greenleaf End Yorkshire to Gardena Ct Mann to End Castine Parkside Castleton Vista November Prospect Stelling 1 Traffic Control LS - - - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type II Slurry Seal SY 920 5,404 5,280 899 2,279 2,261 642 1,120 3,527 444 2,304 1,024 2,606 1,984 4,860 1,366 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 0 1 2 0 0 0 0 1 1 0 0 1 1 0 3 1 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS tie -down, Layout and documentation 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking 11 Ends EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 22 22 174 25 0 0 0 0 47 0 38 96 20 0 40 18 13 12" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 122 0 0 0 0 0 76 0 14 24" White (Thermoplastic) LF 0 120 0 0 0 0 0 0 0 0 130 0 0 0 0 0 15 24" Yellow (Thermoplastic) LF 0 0 132 0 0 0 0 0 165 0 120 0 0 0 220 0 16 Striping Detail 9 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 0 404 0 0 0 0 0 0 0 0 0 0 0 0 574 0 19 Striping Detail 38 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Striping Detail 39A LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 Striping Detail 39 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 0 0 1 0 0 0 0 0 0 0 1 1 1 0 0 0 24 Pavement Marking - "35" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 1 Pavement Marking - Arrow Type IV (L) EA 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 29 Pavement Marking - Arrow Type IV (R) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 Pavement Marking - "BUMP" Legend EA 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID ITEM BID ITEM Clarkston Columbus Columbus Conradia Corte Donegal Dos Palos Fiesta Ln Flora Vista Flower Folkestone Galway Gardena Dr Gardenview Greenleaf Dr Hall Ct Ave Ave Ave Ct Madera Ln Dr Ct Ave Ct Dr Dr Ln NO. Unit Columbus Maria Rosa Bubb to Bubb to Mann to Leeds to Mann to September Hazelbrook Poppy to Bubb to Barnhart 150' E/O Flora Vista to Blaney to to to Linda Maria Rosa End End Primrose End to to Greenleaf End Yorkshire to Gardena Ct Mann to End Castine Parkside Castleton Vista November Prospect Stelling Pavement Marking - "KEEP CLEAR" EA 32 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "RxR" (Railroad EA 35 Xing) Legend 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 38 Pavement Marking - "STOP" Legend EA 1 1 1 1 0 0 0 0 2 0 2 0 1 0 1 1 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 13 0 0 0 0 0 0 0 0 0 0 0 0 6 0 Green Preformed Thermoplastic Bike 42 Lane SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 IYellow Paint LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 227 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 Speed Bump Directional Arrow EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Hazelbrook Jamestown Leeds Lomita Lubec Meadowview Merriman ITEM BID ITEM Dr Imperial Ave Imperial Ave Imperial Ave Dr Lauretta Dr Lavina Ct Ave Ave St Ln Rd Meteor Dr Milford Dr NO. Unit Ann Arbor to 10290 Imperial Stevens Creek to 315 Ft S/O Stevens Prospect to Ann Arbor to Flora Vista Primrose Imperial to Mary to Alcalde Castine to Castine to Stelling (End Business 315 Ft S/O Creek to 10290 Imperial Plum Christensen to End to Donegal Pasadena Anson Mann to End Santa Lucia Mary Anson District) to S End Stevens Creek (End Business District) Blossom 1 Traffic Control LS - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type II Slurry Seal SY 4,625 1,012 1,190 4,786 6,204 6,043 773 2,200 977 672 1,170 2,933 4,913 4,000 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 2 0 0 3 2 3 0 0 0 0 0 0 2 2 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 0 0 0 0 16 0 Existing Striping and Pavement Marking LS tie -down, Layout and documentation 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 11 Ends 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 24 0 14 0 100 23 0 0 23 46 0 0 270 20 13 12" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 187 0 0 121 0 15 24" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 140 16 Striping Detail 9 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 0 0 0 0 53 111 0 0 0 105 0 0 0 48 19 Striping Detail 38 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Striping Detail 39A LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 Striping Detail 39 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 1 0 1 0 1 0 0 0 0 1 0 0 1 0 24 Pavement Marking - "35" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Pavement Marking - Arrow Type IV (L) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 Pavement Marking - Arrow Type IV (R) EA 0 0 2 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 Pavement Marking - "BUMP" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 4 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Hazelbrook Jamestown Leeds Lomita Lubec Meadowview Merriman ITEM BID ITEM Dr Imperial Ave Imperial Ave Imperial Ave Dr Lauretta Dr Lavina Ct Ave Ave St Ln Rd Meteor Dr Milford Dr NO. Unit Ann Arbor to 10290 Imperial Stevens Creek to 315 Ft S/O Stevens Prospect to Ann Arbor to Flora Vista Primrose Imperial to Mary to Alcalde Castine to Castine to Stelling (End Business 315 Ft S/O Creek to 10290 Imperial Plum Christensen to End to Donegal Pasadena Anson Mann to End Santa Lucia Mary Anson District) to S End Stevens Creek (End Business District) Blossom Pavement Marking - "KEEP CLEAR" EA 32 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "RxR" (Railroad EA 35 Xing) Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 0 0 0 0 0 0 0 0 0 0 0 0 7 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 1 0 1 0 1 stop 0 0 0 0 2 0 0 2 1 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 1 0 0 1 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Green Preformed Thermoplastic Bike 42 Lane SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 140 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 IYellow Paint LF 0 0 0 0 0 82 LF 0 0 0 0 0 0 0 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 Speed Bump Directional Arrow EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Peach ITEM BID ITEM Millard Ln Monte Ct Mount Mount Crest Mount Nathanson November Dr Oakview Pasadena Blossom Plum Poppy WY Poppy WY Poppy WY Crest Dr Dr Crest PI Ave Ln Ave Blossom Dr O Unit Mary to Mann to Mount Linda Vista to Mount Meteor to Bulb (Pvmt Chg) Mann to Granada to Primrose Primrose to 420 Ft S/O Rainbow to 185 185 Ft S/O End End Crest PI to Mount Crest Crest to End to October End Stevens to Aster Jamestown Rainbow to Ft S/O Rainbow Rainbow to 420 End End Creek Plum Blossom Ft S/O Rainbow 1 Traffic Control LS - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type II Slurry Seal SY 1,696 1,674 393 678 944 2,027 8,974 1,870 893 4,491 1,707 2,329 658 836 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 1 0 0 1 1 0 4 0 1 2 2 1 0 0 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS tie -down, Layout and documentation 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking 11 Ends EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 22 0 0 30 0 24 0 0 33 0 0 0 20 0 13 12" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 24" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 Striping Detail 9 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 0 0 0 0 0 0 120 0 0 0 80 0 0 0 19 Striping Detail 38 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Striping Detail 39A LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 Striping Detail 39 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 0 0 0 0 0 0 0 0 1 0 0 0 1 0 24 Pavement Marking - "35" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 118' EA 27 (Merge) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Pavement Marking - Arrow Type IV (L) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 Pavement Marking - Arrow Type IV (R) EA 0 0 0 0 0 0 0 0 2 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 Pavement Marking - "BUMP" Legend EA 0 0 0 0 0 0 4 0 0 0 0 0 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Peach Mount Mount Crest Mount Nathanson Oakview Pasadena Plum ITEM BID ITEM Millard Ln Monte Ct November Dr Blossom Poppy Wy Poppy Wy Poppy Wy Crest Dr Dr Crest PI Ave Ln Ave Blossom Dr O Unit Mary to Mann to Mount Linda Vista to Mount Meteor to Bulb (Pvmt Chg) Mann to Granada to Primrose Primrose to 420 Ft S/O Rainbow to 185 185 Ft S/O Crest PI to Crest to Stevens Rainbow to Rainbow to 420 End End Mount Crest End to October End to Aster Jamestown Ft S/O Rainbow End End Creek Plum Blossom Ft S/O Rainbow Pavement Marking - "KEEP CLEAR" 32 Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "RxR" (Railroad 35 Xing) Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Shared Roadway 36 Bicycle EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking- "SLOW SCHOOL 37 XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 1 0 0 1 0 1 0 0 2 0 0 0 1 0 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Green Preformed Thermoplastic Bike 42 Lane SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 Yellow Paint LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bike Buffer (6" White w/ 6" dash and 46 diagonal line) LF1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 47 Ispeed Bump Directional Arrow I EA 1 0 1 0 1 0 1 0 1 0 1 0 1 4 1 0 1 0 1 0 1 0 1 0 1 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Primrose Primrose Prospect Rainbow Rose San Felipe San Leandro Santa Lucia Scenic Scenic September September ITEM BID ITEM Poppy WY Wy Wy Rd Dr Garden Ln Rd San Juan Rd Ave Rd Blvd Blvd Scenic Cir Ct Dr NO. Unit Plum Barnhart Peach City Limit Manita to Peach Alcalde to Cordova to Santa Paula Stevens Palm to Carmen to Scenic Blvd September to Mc Clellan to Blossom to to Peach Blossom to to Stelling Weymoth Blossom to End Stevens to Mc Clellan Canyon to Scenic Cir End to Scenic End End Barnhart Blossom Rainbow Waterford Canyon Alcalde Rd Cir 1 Traffic Control LS - - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type II Slurry Seal SY 3,911 5,966 1,849 4,400 3,214 2,884 728 2,689 2,070 4,807 1,575 3,788 6,456 492 7,244 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 2 1 1 0 0 3 0 0 1 3 1 1 3 0 4 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS tie -down, Layout and documentation 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 11 Ends 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 0 22 22 96 198 0 0 18 22 44 0 0 56 0 100 13 12" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 0 0 0 81 80 0 0 0 0 0 0 0 0 0 0 15 24" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 IStriping Detail 9 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 0 0 0 668 875 0 0 310 0 64 0 34 0 0 100 19 Striping Detail 38 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Striping Detail 39A LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 Striping Detail 39 LF 0 0 0 50 22 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 0 0 1 1 0 0 0 0 0 1 0 0 0 0 1 24 Pavement Marking - "35" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Pavement Marking - Arrow Type IV (L) EA 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 29 Pavement Marking - Arrow Type IV (R) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 31 1 Pavement Marking - "BUMP" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID ITEM BID ITEM Poppy Wy Primrose Primrose Prospect Rainbow Rose San Felipe San Juan Rd San Leandro Santa Lucia Scenic Scenic Scenic Cir September September Wy Wy Rd Dr Garden Ln Rd Ave Rd Blvd Blvd Ct Dr NO. Unit Plum Barnhart Peach City Limit Manita to Peach Alcalde to Cordova to Santa Paula Stevens Palm to Carmen to Scenic Blvd September to Mc Clellan to Blossom to to Peach Blossom to to Stelling Weymoth Blossom to End Stevens to Mc Clellan Canyon to Scenic Cir End to Scenic End End Barnhart Blossom Rainbow Waterford Canyon Alcalde Rd Cir Pavement Marking - "KEEP CLEAR" EA 32 Legend 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 Pavement Marking - "RxR" (Railroad EA1 35 Xing) Legend 0 0 0 1 2 0 0 0 0 0 0 0 0 1 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 0 1 1 2 1 0 0 1 1 2 0 0 0 0 1 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Green Preformed Thermoplastic Bike 42 Lane SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 Yellow Paint LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0 1 0 47 Ispeed Bump Directional Arrow EA 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0 1 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Wild Flower Wild Flower Wilkinson Woodbury Yorkshire Esquire Rodrigues California Majestic English Stevens ITEM BID ITEM Terrace Dr Tulita Ct Vai Ave Wy Wy Ave Dr Dr Meteor PI PI Ave Oak Wy Oak Wy Oak Wy Creek Blvd NO. Unit Bubb to Flora Vista Bubb to Wild Flower Poppy to Columbus to Phar Lap to Sunderland Meteor Dr Meteor to Parkside to Stevens California Majestic 290' E/O Santa to End Columbus Ct to De Wild Flower Collingsworth Mann to Stafford to End End End Creek to Oak to Oak to Bubb to Hwy Teresa Anza Ct Majestic Oak English Oak Anthony 85 Deck 1 Traffic Control LS - - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type II Slurry Seal SY 7,268 928 4,260 1,338 1,309 3,647 3,245 6,893 1,555 1,827 2,123 1,973 1,524 2,508 1,683 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 0 0 2 0 0 1 0 4 0 0 1 1 2 2 0 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS tie -down, Layout and documentation 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 0 0 0 0 0 0 0 496 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 11 Ends 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 59 0 35 0 0 24 0 40 0 0 0 26 0 0 47 13 12" Yellow (Thermoplastic) LF 118 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 0 0 0 0 0 0 0 143 0 0 0 0 0 0 0 15 24" Yellow (Thermoplastic) LF 150 0 0 0 0 0 0 230 0 0 0 0 0 0 0 16 IStriping Detail 9 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 437 0 0 0 52 0 0 146 0 0 0 191 202 273 0 19 Striping Detail 38 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 80 20 Striping Detail 39A LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 21 Striping Detail 39 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 1 0 0 1 0 0 0 0 0 0 0 1 0 0 0 24 Pavement Marking - "35" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Pavement Marking - Arrow Type IV (L) EA 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 29 1 Pavement Marking - Arrow Type IV (R) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 Pavement Marking - "BUMP" Legend EA 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID ITEM BID ITEM Terrace Dr Tulita Ct Vai Ave Wild Flower Wild Flower Wilkinson Woodbury Yorkshire Meteor PI Esquire Rodrigues California Majestic English Stevens Wy Wy Ave Dr Dr PI Ave Oak Wy Oak Wy Oak Wy Creek Blvd NO. Unit Bubb to Flora Vista Bubb to Wild Flower Poppy to Columbus to Phar Lap to Sunderland Meteor Dr Meteor to Parkside to Stevens California Majestic 290' E/O Santa to End Columbus Ct to De Wild Flower Collingsworth Mann to Stafford to End End End Creek to Oak to Oak to Bubb to Hwy Teresa Anza Ct Majestic Oak English Oak Anthony 85 Deck Pavement Marking - "KEEP CLEAR" EA 32 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "RxR" (Railroad EA 35 Xing) Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 3 0 1 0 0 1 0 2 0 0 0 1 0 0 0 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 Green Preformed Thermoplastic Bike 42 Lane SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 45 IYellow Paint LF 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 Speed Bump Directional Arrow EA 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Rubberized Chip Seal Phase 2 Fog Seal BID Stevens Stevens Columbus Stevens Stevens Stevens Stevens Stevens Davison E Estates Glenview Glenview Pineville Richwood ITEM BID ITEM Creek Creek Creek Bette Ave Brent Dr Creek Blvd Creek Blvd Ave Creek Blvd Creek Blvd Ave Dr Ave Ave Ave Dr NO. Unit Blvd Blvd geed City Limits California Pasadena Cupertino Foothill to Bubb to Orange to Glenview to Richwood E Estates to 725' S/O LaLa Marto Vicksburg Glenview Clifford to to California Oak to Vai to Bubb 290' E/O 725' S/O La Marto La Oak Foothill to Bubb to Orange Cupertino Bubb Pasadena E Estates to La Mar Glenview to Miller to Brent John Mar (Dw) Mar 1 Traffic Control LS - - - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - - - 3 Fog Seal SY 2,780 6,416 5,191 2,578 3,982 6,258 3,236 2,489 4 Type II Slurry Seal SY 7,262 8,192 3,320 4,839 13,580 9,331 4,876 2,301 5 Rubberized Chip Seal SY 3,320 4,839 13,580 9,331 4,876 2,301 6 Two -Way Blue Fire Hydrant Marker EA 0 1 1 2 3 2 0 2 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS tie -down, Layout and documentation 4" White (Thermoplastic) Parking Stall 9 and Shoulder Buffer LF 0 0 0 337 0 0 0 0 4" White (Thermoplastic) Parallel Parking 10 Stall T's EA 0 0 0 0 15 0 0 0 4" White (Thermoplastic) Parallel Parking 11 Ends EA 0 0 0 0 2 0 0 0 12 12" White (Thermoplastic) LF 0 238 22 474 40 192 269 160 13 12" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 0 165 0 146 187 391 0 0 15 24" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 16 Striping Detail 9 LF 0 0 0 422 0 430 996 0 17 Striping Detail 19 LF 0 0 0 326 0 245 0 0 18 Striping Detail 22 LF 1512 1033 0 128 2702 1393 0 263 19 Striping Detail 38 LF 210 544 0 165 874 384 534 217 20 Striping Detail 39A LF 669 1286 0 696 1313 601 420 576 21 Striping Detail 39 LF 2324 3338 0 378 474 802 0 75 22 Striping Detail 40 LF 0 0 0 0 0 0 266 0 23 Pavement Marking - "25" Legend EA 0 0 0 0 0 0 0 0 24 Pavement Marking - "35" Legend EA 1 3 0 1 1 2 2 0 Pavement Marking - "85" Highway Green 25 Legend EA 0 0 0 0 0 0 2 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 0 2 0 0 0 Pavement Marking - Arrow Type 1 18' 27 (Merge) EA 0 0 0 3 1 2 0 0 28 Pavement Marking - Arrow Type IV (L) EA 1 2 4 0 3 9 4 4 4 29 Pavement Marking - Arrow Type IV (R) EA 0 0 0 0 4 2 0 2 Pavement Marking - Bike Rider Symbol 30 w/ arrow EA 7 1 0 7 9 7 2 2 31 1 Pavement Marking - "BUMP" Legend EA 0 0 0 0 0 0 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Rubberized Chip Seal Phase 2 Fog Seal BID Stevens Stevens Columbus Stevens Stevens Stevens Stevens Stevens Davison E Estates Glenview Glenview Pineville Richwood ITEM BID ITEM Creek Creek Creek Bette Ave Brent Dr Creek Blvd Creek Blvd Ave Creek Blvd Creek Blvd Ave Dr Ave Ave Ave Dr NO. Unit Blvd Blvd geed City Limits California Pasadena Cupertino Foothill to Bubb to Orange to Glenview to Richwood E Estates to 725' S/O LaLa Marto Vicksburg Glenview Clifford to to California Oak to Vai to Bubb 290' E/O 725' S/O La Marto La Oak Foothill to Bubb to Orange Cupertino Bubb Pasadena E Estates to La Mar Glenview to Miller to Brent John Mar (Dw) Mar Pavement Marking - "KEEP CLEAR" 32 Legend EA 0 4 0 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 2 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 2 0 0 0 Pavement Marking - "RxR" (Railroad 35 Xing) Legend EA 0 0 0 4 0 0 0 0 Pavement Marking - Shared Roadway 36 Bicycle EA 0 0 0 0 0 0 0 0 Pavement Marking- "SLOW SCHOOL 37 XING" Legend EA 0 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 0 0 1 0 0 0 0 0 39 1 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 19 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 0 0 4 9 0 0 4 Green Preformed Thermoplastic Bike 42 Lane SF 0 960 0 1830 3348 1287 0 906 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 0 2425 0 0 0 820 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 0 45 lYellow Paint LF 0 0 0 60 1 0 0 0 0 Bike Buffer (6" White w/ 6" dash and 46 diagonal line) LF 0 0 0 470 2531 2788 169 123 47 Speed Bump Directional Arrow EA 0 0 0 0 0 0 0 0 Estimated Qunatities-2026 Pavement Managemen Phase 2 Fog Seal BID Farallone Flora Vista Garden Johnson Starrett Tamarind Oak Valley Christensen Oak Valley ITEM BID ITEM Grenola Dr Larry Wy Pring Ct Rae Ln Randy Ln Tilson Ave Fenway Ct NO. Unit Dr Ave Gate Dr Ave Ct Ct Rd Dr Rd Ann Arbor Oak Valley Pacifica to Greenleaf to Stelling to Bollinger to Merritt to Sterling to Linda Vista Merritt to Sterling to Flora Vista Finch to Christensen Cristo Rey Dr to Flora Stelling to End Rd to Las Ondas Gardena End Newsom Lucille End to End Lucille End to End Tantau to End to Juniper Ct Vista Sycamore Dr 1 Traffic Control LS - - - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - - - 3 Fog Seal SY 4,000 3,930 6,717 4,234 1,131 5,344 721 3,714 5,377 1,558 754 3,350 465 2,653 4,117 3,578 4 Type II Slurry Seal SY 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 7 White Retroreflective Marker EA Existing Striping and Pavement Marking LS tie -down, Layout and documentation 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 4" White (Thermoplastic) Parallel Parking EA 11 Ends 12 12" White (Thermoplastic) LF 13 12" Yellow (Thermoplastic) LF 14 24" White (Thermoplastic) LF 15 24" Yellow (Thermoplastic) LF 16 Striping Detail 9 LF 17 Striping Detail 19 LF 18 Striping Detail 22 LF 19 Striping Detail 38 LF 20 Striping Detail 39A LF 21 Striping Detail 39 LF 22 Striping Detail 40 LF 23 Pavement Marking - "25" Legend EA 24 Pavement Marking - "35" Legend EA Pavement Marking - "85" Highway Green EA 25 Legend 26 Pavement Marking - "Ahead" Legend EA Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 28 1 Pavement Marking - Arrow Type IV (L) EA 29 Pavement Marking - Arrow Type IV (R) EA Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 31 Pavement Marking - "BUMP" Legend EA Estimated Qunatities-2026 Pavement Managemen Phase 2 Fog Seal BID Farallone Flora Vista Garden Johnson Starrett Tamarind Oak Valley Christensen Oak Valley ITEM BID ITEM Grenola Dr Larry Wy Pring Ct Rae Ln Randy Ln Tilson Ave Fenway Ct NO. Unit Dr Ave Gate Dr Ave Ct Ct Rd Dr Rd Ann Arbor Oak Valley Pacifica to Greenleaf to Stelling to Bollinger to Merritt to Sterling to Linda Vista Merritt to Sterling to Flora Vista Finch to Christensen Cristo Rey Dr to Flora Stelling to End Rd to Las Ondas Gardena End Newsom Lucille End to End Lucille End to End Tantau to End to Juniper Ct Vista Sycamore Dr Pavement Marking - "KEEP CLEAR" EA 32 Legend 33 Pavement Marking - "NORTH" Legend EA 34 Pavement Marking - "PED XING" Legend EA Pavement Marking - "RxR" (Railroad EA 35 Xing) Legend Pavement Marking - Shared Roadway EA 36 Bicycle Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 38 Pavement Marking - "STOP" Legend EA 39 1 Pavement Marking - "YIELD" Legend EA Pavement Marking - Yield Bike Lane EA 40 Triangle 41 Pavement Marking - Yield Triangle (3') EA Green Preformed Thermoplastic Bike 42 Lane SF Red Paint Preformed Thermoplastic 43 Crosswalk SF 44 Red Paint (No parking - Fire Lane) LF 45 lYellow Paint LF Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 47 Speed Bump Directional Arrow EA R' ► R `i "� "i J Jim . � � J .� � i+, � � '� .r F. � r �x k r r � r - � is � ' i � r �r '.. i � 'y�� ' " �' ' � I� J � �#*. •�� �' J � x II i+ J � }� 'ram s _ -4 F � . i�!' r 4 .# � � � �' � � �-.F •F7 �,F -# 1 V. 39 rw ■ kr- R 4p FIX? 38 31 }iFZ{;E1Lt1 x ,.. _ � UhI�R$jTY GT3U.5�NSEt+ � - i 3 � .L, J-L11k51'L4 nAI4 .'k`5 w {}R:FL+WD z_ C.iF FRTIND *, a ' + x C - 4' 0wS CFlit�.l 5 £ Fh'lil� L4 Jld. 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J * 1f, ` *1.1� ,y + [ hrf,S }LF J }K Y MYRII.MDOL' .. `+T -+('ip_cF I J1M143ra CA.RR� JL f JIR �I �} fl�,M1,y,{ iNan*1 _ D{ s �kIkLCN 4 r K h'ELi`"ir]M k1 ' CrFF J r r1.5+ „ y •{ : ? }tr �+{' 0%EEiialN[ DE LA rt1+I k'-� s +'' # *i LEY S RQS APJ L- : ` * 7►rt'1 f' W A R'K5[R a 3 JEM&TrE r HEATm RwDoo ! ' }4 # .t ' r`�? '+ + - X' Y.+CCfiL.,:RK 4. { •'' li _ #' kfi w # ORDGUN51F j RdLETkf..iF r r ASTL'Tii'f yhti ti;'lam '� t t ' • s,� r a� yTrr+Fmp ' r — * r ; r7 I: J L y F Y S FL]�V'xilRi ; � R{7LL1riGL7ELL10 PAVEMENT MAINTENANCE PHASE 't I ;r. r a a mMIPACI s �L rTZEE+llluo +� 34 LUGKfpRA ; �• { r ; y LOCATION I 1 _ lot6 Project Locations J 5__.9 '3''' � Ja..w i�#, •�FOG SEAL, yc �� - '�;�'1� !�'..1' �� FOG SEAL,School ,, RUBBERIZED GAPE �* 40 } SEAL Weekend - �rifilVFL€1�1 s4aNC#pLAwLI � � � � �� r x�nnwrll +err = ' tl ■• �{ SLURRY SEAL, Qf41`1riIJV: N. ,� _' # . i SLURRY SEAL,Schoal SLURRY SEIAL Weekend tiF r F ES! LG14z e pLJjCSprt` F , _ < a I I other uatue5> ti I SEE t:., . r .. 'rI+�RD�FR rL:gyrP Water Service - Y `* M1 5E �R! S MCWF1MaDY 5'!� Boundaries +# Cal WateF � f WNUSTU rti San .vse Water NVAT �3 ER R?RD 8 Garbage Schedule ■ C r i1 r' r'0 'r I Y- i rr 3;1i :•r'rr, Friday TP Mofii w • �.I ay &461 � Aw i. 5'e - j i r i Thursday L r�- L * r' _ _ `= "Y + '+►�' Tuesday } '., �, -� _ � Y i ... F + ►Y f i ' t * r./ 4 �� ,r' 4 : � T ;,�i "� # '' J _ �#f '4 A r w •■ rr i ]{ r _ �'i+ �' _ _ � '�� .. f 1 ■ �� r �' #+R .��T Y-♦ ��+� _Y++, f�� ~fit a �.. _ i'� _. ..4', _ =T'.: ,..ti#a�L"i a�h_. `� ' �I �ry*ka 5 .�■ r.l_ F 'a 4 4 7, ATTACHMENT A WORK HOUR RESTRICTIONS STREET NAME FROM TO AUTHORIZED WORK TREATMENT ADDINGTON CT REGNART END M-F 8 AM - 5 PM SLURRY SEAL ALCALDE RD AVENIDA ALICIA M-F 8 AM - 5 PM SLURRY SEAL ALCALDE RD ALICIA FOOTHILL M-F 8 AM - 5 PM SLURRY SEAL ALCAZAR AVE BYRNE AV. ORANGE M-F 8 AM - 5 PM SLURRY SEAL ANN ARBOR AVE 120' S/O HAZELBROOK GREENLEAF M-F 8 AM - 5 PM SLURRY SEAL ANN ARBOR AVE LAURETTA 120' S/0 HAZELBROOK M-F 9:30 AM - 2:30 PM WHEN SCHOOL IS OUT OF SESSION SLURRY SEAL ANN ARBOR CT LAURETTA END M-F 8 AM - 5 PM SLURRY SEAL ANSON AVE MILFORD RUMFORD M-F 8 AM - 5 PM SLURRY SEAL AUGUST LN SEPTEMBER END M-F 8 AM - 5 PM SLURRY SEAL AVENIDA LN ALCALDE RD END M-F 8 AM - 5 PM SLURRY SEAL BARNHART PL GALWAY JAMESTOWN M-F 8 AM - 5 PM SLURRY SEAL BELKNAP DR ELMSFORD YORKSHIRE M-F 8 AM - 5 PM SLURRY SEAL BETTE GLENVIEW BRENT M-F 8 AM - 5 PM FOG SEAL BRENT CLIFFORD JOHN M-F 8 AM - 5 PM FOG SEAL CALIFORNIA OAK WY STEVENS CREEK MAJESTIC OAK M-F 8 AM - 5 PM SLURRY SEAL CASTLETON ST WILKINSON CLARKSTON M-F 8 AM - 5 PM SLURRY SEAL CHADWICK PL CASTLETON END M-F 8 AM - 5 PM SLURRY SEAL CHARSAN LN RAINBOW END M-F 9:30 AM - 2:30 PM WHEN SCHOOL IS OUT OF SESSION SLURRY SEAL CHRISTENSEN Stelling End M-F 8 AM - 5 PM FOG SEAL CLARKSTON AVE COLUMBUS CASTLETON M-F 8 AM - 5 PM SLURRY SEAL CLARKSTON AVE CASTLETON FLINTSHIRE M-F 8 AM - 5 PM SLURRY SEAL COLUMBUS AVE VAI BUBB M-F 8 AM - 5 PM SLURRY SEAL COLUMBUS AVE BUBB MARIA ROSA M-F 9:30 AM - 2:30 PM WHEN SCHOOL IS OUT OF SESSION SLURRY SEAL COLUMBUS AVE MARIA ROSA LINDA VISTA M-F 9:30 AM - 2:30 PM WHEN SCHOOL IS OUT OF SESSION SLURRY SEAL CONRADIA CT BUBB END M-F 8 AM - 5 PM SLURRY SEAL CORTE MADERA LN MANN END M-F 8 AM - 5 PM SLURRY SEAL DAVISON GLENVIEW E ESTATES M-F 8 AM - 5 PM FOG SEAL DONEGAL DR LEEDS PRIMROSE M-F 8 AM - 5 PM SLURRY SEAL DOS PALOS CT MANN END M-F 8 AM - 5 PM SLURRY SEAL E ESTATES DR RICHWOOD LA MAR M-F 8 AM - 5 PM FOG SEAL ENGLISH OAK WY MAJESTIC OAK ANTHONY M-F 8 AM - 5 PM SLURRY SEAL ESQUIRE PL METEOR END M-F 8 AM - 5 PM SLURRY SEAL FARALLONE PACIFICA LAS ONDAS M-F 8 AM - 5 PM FOG SEAL FIESTA LN SEPTEMBER NOVEMBER M-F 8 AM - 5 PM SLURRY SEAL 2026 PAVEMENT MAINTENANCE PHASE 2 PROJECT#2026-102 ADDENDUM 1 Page 1 ATTACHMENT A WORK HOUR RESTRICTIONS M-F 9:30 AM - 2:30 PM WHEN SCHOOL FLORA VISTA GREENLEAF GARDENA IS OUT OF SESSION FOG SEAL M-F 9:30 AM - 2:30 PM WHEN SCHOOL FLORA VISTA AVE HAZELBROOK GREENLEAF IS OUT OF SESSION SLURRY SEAL FLOWER CT POPPY END M-F 8 AM - 5 PM SLURRY SEAL M-F 9:30 AM - 2:30 PM WHEN SCHOOL FOLKESTONE DR BUBB YORKSHIRE IS OUT OF SESSION SLURRY SEAL GALWAY DR BARNHART PROSPECT M-F 8 AM - 5 PM SLURRY SEAL 150' E/O GARDENA GARDENA DR CT STELLING M-F 8 AM - 5 PM SLURRY SEAL 150' E/O GARDENA DR CASTINE GARDENA CT M-F 8 AM - 5 PM SLURRY SEAL GARDENGATE STELLING END M-F 8 AM - 5 PM FOG SEAL GARDENVIEW LN MANN END M-F 8 AM - 5 PM SLURRY SEAL GLENVIEW LA MAR E ESTATES M-F 8 AM - 5 PM FOG SEAL M-F 9:30 AM - 2:30 PM WHEN SCHOOL GREENLEAF DR STELLING FLORA VISTA IS OUT OF SESSION SLURRY SEAL M-F 9:30 AM - 2:30 PM WHEN SCHOOL GREENLEAF DR FLORA VISTA CASTINE IS OUT OF SESSION SLURRY SEAL M-F 9:30 AM - 2:30 PM WHEN SCHOOL GRENOLA ANN ARBOR FLORA VISTA IS OUT OF SESSION FOG SEAL HALL CT BLANEY PARKSIDE M-F 8 AM - 5 PM SLURRY SEAL HAZELBROOK DR ANN ARBOR STELLING M-F 8 AM - 5 PM SLURRY SEAL 315 FT S/O STEVENS IMPERIAL AVE STEVENS CREEK CREEK M-F 8 AM - 5 PM SLURRY SEAL 10290 IMPERIAL (END 315 FTS/O BUSINESS IMPERIAL AVE STEVENS CREEK DISTRICT) M-F 8 AM - 5 PM SLURRY SEAL 10290 IMPERIAL (END BUSINESS IMPERIAL AVE DISTRICT) SEND M-F 8 AM - 5 PM SLURRY SEAL PLUM JAMESTOWN DR PROSPECT BLOSSOM M-F 8 AM - 5 PM SLURRY SEAL JOHNSON BOLLINGER NEWSOM M-F 8 AM - 5 PM FOG SEAL 2026 PAVEMENT MAINTENANCE PHASE 2 PROJECT #2026-102 ADDENDUM 1 Page 2 ATTACHMENT A WORK HOUR RESTRICTIONS LARRY MERRITT LUCILLE M-F 9:30 AM - 2:30 PM WHEN SCHOOL IS OUT OF SESSION FOG SEAL LAURETTA DR ANN ARBOR CHRISTENSEN M-F 8 AM - 5 PM SLURRY SEAL LAVINA CT FLORA VISTA END M-F 9:30 AM - 2:30 PM WHEN SCHOOL IS OUT OF SESSION SLURRY SEAL LEEDS AVE PRIMROSE DONEGAL M-F 8 AM - 5 PM SLURRY SEAL LOMITA AVE IMPERIAL PASADENA M-F 8 AM - 5 PM SLURRY SEAL LUBEC ST MARY ANSON M-F 8 AM - 5 PM SLURRY SEAL MAJESTIC OAK WY CALIFORNIA OAK ENGLISH OAK M-F 8 AM - 5 PM SLURRY SEAL MEADOWVIEW LN MANN END M-F 8 AM - 5 PM SLURRY SEAL MERRIMAN RD ALCALDE SANTA LUCIA M-F 8 AM - 5 PM SLURRY SEAL METEOR DR CASTINE MARY M-F 8 AM - 5 PM SLURRY SEAL METEOR PL METEOR DR END M-F 8 AM - 5 PM SLURRY SEAL MILFORD DR CASTINE ANSON M-F 8 AM - 5 PM SLURRY SEAL MILLARD LN MARY END M-F 8 AM - 5 PM SLURRY SEAL MONTE CT MANN END M-F 8 AM - 5 PM SLURRY SEAL MOUNT CREST DR MOUNT CREST PL END M-F 8 AM - 5 PM SLURRY SEAL MOUNT CREST DR LINDAVISTA MOUNT CREST M-F 8 AM - 5 PM SLURRY SEAL MOUNT CREST PL MOUNT CREST END M-F 8 AM - 5 PM SLURRY SEAL NATHANSON AVE METEOR END M-F 8 AM - 5 PM SLURRY SEAL NOVEMBER DR BULB (PVMT CHG) OCTOBER M-F 8 AM - 5 PM SLURRY SEAL OAK VALLEY JUPITER CT SYCAMORE M-F 8 AM - 5 PM FOG SEAL OAKVIEW LN MANN END M-F 8 AM - 5 PM SLURRY SEAL PASADENA AVE GRANADA STEVENS CREEK M-F 8 AM - 5 PM SLURRY SEAL PEACH BLOSSOM DR PRIMROSE ASTER M-F 8 AM - 5 PM SLURRY SEAL PINEVILLE GLENVIEW LA MAR M-F 8 AM - 5 PM FOG SEAL PLUM BLOSSOM DR PRIMROSE JAMESTOWN M-F 8 AM - 5 PM SLURRY SEAL POPPY WY RAINBOW 185 FT S/O RAINBOW M-F 8 AM - 5 PM SLURRY SEAL POPPY WY 185 FT S/O RAINBOW 420 FT S/O RAINBOW M-F 8 AM - 5 PM SLURRY SEAL POPPY WY 420 FT S/O RAINBOW PLUM BLOSSOM M-F 8 AM - 5 PM SLURRY SEAL POPPY WY PLUM BLOSSOM BARNHART M-F 8 AM - 5 PM SLURRY SEAL PRIMROSE WY PEACH BLOSSOM RAINBOW M-F 8 AM - 5 PM SLURRY SEAL PRING STERLING END M-F 8 AM - 5 PM FOG SEAL PROSPECT RD CITY LIMIT STELLING M-F 8 AM - 5 PM SLURRY SEAL RAE ILINDAVISTA JEND IM-F 8 AM - 5 PM I FOG SEAL 2026 PAVEMENT MAINTENANCE PHASE 2 PROJECT #2026-102 ADDENDUM 1 Page 3 ATTACHMENT A WORK HOUR RESTRICTIONS RAINBOW DR MANITA WEYMOTH M-F 9:30 AM - 2:30 PM WHEN SCHOOL IS OUT OF SESSION SLURRY SEAL RANDY MERRITT LUCILLE M-F 9:30 AM - 2:30 PM WHEN SCHOOL IS OUT OF SESSION FOG SEAL RICHWOOD VICKSBURG MILLER M-F 8 AM - 5 PM FOG SEAL ROSE GARDEN LN PEACH BLOSSOM WATERFORD M-F 8 AM - 5 PM SLURRY SEAL SAN FELIPE RD ALCALDE END M-F 8 AM - 5 PM SLURRY SEAL SAN JUAN RD CORDOVA STEVENS CANYON M-F 8 AM - 5 PM SLURRY SEAL SAN LEAN DRO AVE SANTA PAULA MC CLELLAN M-F 8 AM - 5 PM SLURRY SEAL SANTA LUCIA RD STEVENS CANYON ALCALDE RD M-F 8 AM - 5 PM SLURRY SEAL SCENIC BLVD CARMEN END M-F 8 AM - 5 PM SLURRY SEAL SCENIC BLVD PALM SCENIC CIR M-F 8 AM - 5 PM SLURRY SEAL SCENIC CIR SCENIC BLVD SCENIC CIR M-F 8 AM - 5 PM SLURRY SEAL SEPTEMBER CT SEPTEMBER END M-F 8 AM - 5 PM SLURRY SEAL SEPTEMBER DR MC CLELLAN END M-F 8 AM - 5 PM SLURRY SEAL STEVENS CREEK BUBB HWY 85 DECK Sat/Sun 9 AM - 6 PM SLURRY SEAL STEVENS CREEK BLVD FOOTHILL CUPERTINO Sat/Sun 9 AM - 6 PM RUBBERIZED CAPE SEAL STEVENS CREEK BLVD CUPERTINO ORANGE Sat/Sun 9 AM - 6 PM RUBBERIZED CAPE SEAL STEVENS CREEK BLVD ORANGE PASADENA Sat/Sun 9 AM - 6 PM RUBBERIZED CAPE SEAL STEVENS CREEK BLVD PASADENA BUBB Sat/Sun 9 AM - 6 PM RUBBERIZED CAPE SEAL STEVENS CREEK CALIFORNIA OAK FOOTHILL Sat/Sun 9 AM - 6 PM SLURRY SEAL STEVENS CREEK BLVD CITY LIMITS CALIFORNIA OAK Sat/Sun 9 AM - 6 PM SLURRY SEAL TAMARIND Flora Vista End M-F 9:30 AM - 2:30 PM WHEN SCHOOL IS OUT OF SESSION FOG SEAL TERRACE DR BUBB SANTATERESA M-F 8 AM - 5 PM SLURRY SEAL TILSON FINCH TANTAU M-F 8 AM - 5 PM FOG SEAL TULITA CT FLORA VISTA END M-F 9:30 AM - 2:30 PM WHEN SCHOOL IS OUT OF SESSION SLURRY SEAL VAI AVE BUBB COLUMBUS M-F 8 AM - 5 PM SLURRY SEAL WILD FLOWER WY POPPY WILD FLOWER CT M-F 8 AM - 5 PM SLURRY SEAL WILD FLOWER WY WILD FLOWER CT DE ANZA M-F 8 AM - 5 PM SLURRY SEAL 2026 PAVEMENT MAINTENANCE PHASE 2 PROJECT #2026-102 ADDENDUM 1 Page 4 ATTACHMENT A WORK HOUR RESTRICTIONS WILKINSON AVE COLUMBUS COLLINGSWOR TH M-F 8 AM - 5 PM SLURRY SEAL WOODBURY DR PHAR LAP MANN M-F 8 AM - 5 PM SLURRY SEAL M-F 9:30 AM - 2:30 PM WHEN SCHOOL YORKSHIRE DR SUNDERLAND STAFFORD IS OUT OF SESSION SLURRY SEAL 2026 PAVEMENT MAINTENANCE PHASE 2 PROJECT #2026-102 ADDENDUM 1 Page 5 Academic Calendar 2025-2026 SCHOOL CALENDARS 2026-2027 SCHOOL CALENDARS All Schools (Except Murdock -Portal) Board Approved: November 21, 2024 Murdock -Portal Elementary School Board Approved: November 21, 2024 Teachers Return Students Return TK & K Student Minimum Day Aug. 11, 2025 Teachers Return July 28, 2025 Students Return July 31, 2025 K Student Minimum Day July 31,2025 Aug. 14, 2025 Aug. 14, 2025 TK & K Student Minimum Day Aug. 15, 2025 KStudent Minimum Day Aug. 1, 2025 Holiday- Labor Day Sept. 1, 2025 Parent/Teacher Conferences Aug. 21 - Aug. 29, 2025 Staff Learning Day Sept. 22, 2025 Holiday - Labor Day Sept. 1,2025 Student Minimum Day Sept. 26, 2025 Staff Learning Day Sept. 22, 2025 Elem. Parent/Teacher Conferences Oct. 2 - Oct. 10, 2025 x Student Minimum Day Fall Recess Got a question? Aj Student Minimum Day Oct. 23.2025 Staff Learning Day Let's find the answer together! Student Minimum Day Student Minimum Day Oct. 23, 2025 Staff Learning Day Oct. 24, 2025 Student Minimum Day Nov. 7, 2025 Holiday - Veterans' Day Thanksgiving Recess Winter Recess Nov. 11, 2025 Nov. 24- 28, 2025 Holiday - Veterans'Day Nov. 11,2025 Dec. 22, 2025 - Jan. 2, 2026 Thanksgiving Recess Winter Recess Nov. 24-28, 2025 l = J Dec. 22, 2025-Jan 2, 2026 Students Return Jan. 5, 2026 Student Minimum Day Jan. 16, 2026 Students Return Jan. 5,2026 Holiday - Martin Luther King Day Jan. 19, 2026 Student Minimum Day Jan. 16, 2026 s&UidamtMinimum Day Feb. 13, 2026 Holiday- Martin Luther King Day Jan. 19, 20=_ English Mid -Year Recess Feb. 16 - 20, 2026 Student Minimum Day Feb.13,2026 Student Minimum Day March 13, 2026 Mid -Year Recess Feb. 16 - 20, 2026 Spring Recess April 13 -17, 2026 Student Minimum Day March 27, 2026 March 18 - March 26, 2026 Student Minimum Day Staff Learning Day May 1, 2026 Parent/Teacher Conferences Spring Recess May 4, 2026 April 6 - 17, 2026 Student Minimum Day May 22, 2026 Holiday - Memorial Day Observed May 25, 2026 Student Minimum Day June 4, 2026 Student Minimum Day May1,2026 Staff Learning Day May4,2026 Student Minimum Day May 22,2026 Last Day of School -Minimum Day June 5, 2026 Holiday -Memorial Day Observed May25,2026 Student Minimum Day June 11, 2026 Last Day of School - Minimum Day June 12, 2026 Got a question? «* Let's find the answer together! EV English Academic Calendar 2025-2026 SCHOOL CALENDARS 2026-2027 SCHOOL CALENDARS All Schools (Except Murdock -Portal) Board Approved: November 21, 2024 Murdock -Portal Elementary School Board Approved: November 21, 2024 Teachers Return Aug. 10, 2026 Teachers Return July 27, 2026 Students Return Aug. 13, 2026 Students Return July 30, 2026 Holiday - Labor Day Sept. 7, 2026 Holiday - Labor Day Sept. 7, 2026 Staff Learning Day Sept. 21, 2026 Staff Learning Day Sept. 21, 2026 Staff Learning Day Oct. 23, 2026 Fall Recess Sept. 28 - Oct.9, 2026 Holiday - Veterans' Day Nov. 11, 2026 Staff Learning Day Oct. 23, 2026 Thanksgiving Recess Nov. 23-27, 2026 Holiday - Veterans' Day Nov. 11, 2026 Winter Recess Dec. 21, 2026 - Jan. 1, 2027 X Thanksgiving Recess Winter Recess Got a question? «4j Students Return Jan. 4.2027 Holiday - Martin Luther King Day Let's find the answer together! Mid -Year Recess Students Return Jan.4,2027 Holiday - Martin Luther King Day Jan. 18, 2027 Mid -Year Recess Feb. 15-19, 2027 Spring Recess April 12-16, 2027 Staff Learning Day May 7, 2027 Spring Recess April 5-16, 2027 Holiday - Memorial Day Observed May 31, 2027 Staff Learning Day May 7, 2027 l = J Last Day of School June 4, 2027 Holiday - Memorial Day Observed May 31, 2027 Last Day of School June 11, 2027 Skip To Main Content English CUPERTINO PUBLIC WORKS DEPARTMENT CITY HALL 10300 TORRE AVENUE - CUPERTINO, CA 95014-3266 (408) 777-3354 - FAX (408) 777-3333 ADDENDUM NO. 2 2026 Pavement Maintenance Phase 2 BID OPENING: 2:00 P.M Thursday April 2. ISSUED DATE: March 30, 2026 The following questions have been received regarding the project: Q1. Can you provide additional information regarding UPRR and Caltrans Encroachment Permit Fees? Al. As described in the project Special Conditions and Technical Specifications, the City will apply for applicable permits for work within or adjacent to UPRR and/or Caltrans ROW. The Contractor shall be responsible for applying for Double Permit / Permit Rider including costs of preparing site specific traffic control plans signed and stamped by a licensed professional engineer, cost associated with coordinating and implementing permit conditions and all cost of providing Insurance and required Insurance Endorsements. The City shall reimburse contractor for actual permit fees charged by UPRR and/or Caltrans. UPRR insurance requirements are attached to this addendum. All questions regarding this project must be transmitted in writing to Jo Anne Johnson, Public Works Project Manager at joannej@cupertino.gov. Please indicate receipt of this addendum on the last page of the Proposal. Failure to do so may cause rejection of your bid. APPROVED BY: enn fer Chu Acting City Engineer CUPERTINO PUBLIC WORKS DEPARTMENT CITY HALL 10300 TORRE AVENUE - CUPERTINO, CA 95014-3266 (408) 777-3354 - FAX (408) 777-3333 ADDENDUM NO. 2 2026 Pavement Maintenance Phase 1 BID OPENING: 3:00 P.M Thursday April 2. ISSUED DATE: March 30, 2026 The following questions have been received regarding the project: Q1. Can you provide additional information regarding UPRR and Caltrans Encroachment Permit Fees? Al. As described in the project Special Conditions and Technical Specifications, the City will apply for applicable permits for work within or adjacent to UPRR and/or Caltrans ROW. The Contractor shall be responsible for applying for Double Permit / Permit Rider including costs of preparing site specific traffic control plans signed and stamped by a licensed professional engineer, cost associated with coordinating and implementing permit conditions and all cost of providing Insurance and required Insurance Endorsements. The City shall reimburse contractor for actual permit fees charged by UPRR and/or Caltrans. UPRR insurance requirements are attached to this addendum. Q2. What are the working hours for concrete work on Stevens Creek Blvd? A2. Work hours on Stevens Creek Blvd will be limited to M-F 9:30 AM — 2:30 PM, assuming only shoulder closure is required to accommodate work. Work hours may be further restricted if full lane closure is required. All questions regarding this project must be transmitted in writing to Jo Anne Johnson, Public Works Project Manager at joannej@cupertino.gov. Please indicate receipt of this addendum on the last page of the Proposal. Failure to do so may cause rejection of your bid. APPROVED BY: Jennifer Chu Acting City Engineer EXHIBIT A TO GENERAL TERMS AND CONDITIONS OF THE CONTRACTOR'S ENDORSEMENT INSURANCE PROVISIONS FOR CONTRACTOR ENDORSEMENT Contractor shall, at its sole cost and expense, procure and maintain during the course of the project and until all project Work on Railroad's property has been completed and the Contractor has removed all equipment and materials from Railroad's property and has cleaned and restored Railroad's property to Railroad's satisfaction, the following insurance coverage: A. Commercial General Liability insurance. Commercial general liability (CGL) with a limit of not less than $5,000,000 each occurrence and an aggregate limit of not less than $10,000,000. CGL insurance must be written on ISO occurrence form CG 00 01 12 04 (or a substitute form providing equivalent coverage). The policy must also contain the following endorsement, which must be stated on the certificate of insurance: • Contractual Liability Railroads ISO form CG 24 17 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Railroad Company Property" as the Designated Job Site. • Designated Construction Project(s) General Aggregate Limit ISO Form CG 25 03 03 97 (or a substitute form providing equivalent coverage) showing the project on the form schedule. B. Business Automobile Coverage insurance. Business auto coverage written on ISO form CA 00 01 10 01 (or a substitute form providing equivalent liability coverage) with a combined single limit of not less $5,000,000 for each accident and coverage must include liability arising out of any auto (including owned, hired and non -owned autos). The policy must contain the following endorsements, which must be stated on the certificate of insurance: • Coverage For Certain Operations In Connection With Railroads ISO form CA 20 70 10 01 (or a substitute form providing equivalent coverage) showing "Union Pacific Property" as the Designated Job Site. • Motor Carrier Act Endorsement - Hazardous materials clean up (MCS-90) if required by law. C. Workers' Compensation and Employers' Liability insurance. Coverage must include but not be limited to: • Contractor's statutory liability under the workers' compensation laws of the state where the work is being performed. • Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 disease policy limit $500,000 each employee. If Contractor is self -insured, upon request, evidence of state approval and excess workers compensation coverage must be provided. Coverage must include liability arising out of the U. S. Longshoremen's and Harbor Workers' Act, the Jones Act, and the Outer Continental Shelf Land Act, if applicable. D. Railroad Protective Liability insurance. Contractor must maintain "Railroad Protective Liability" (RPL) insurance written on ISO occurrence form CG 00 35 12 04 (or a substitute form providing equivalent coverage) on behalf of Railroad as named insured, with a limit of not less than $2,000,000 per occurrence and an aggregate of $6,000,000. The definition of "JOB LOCATION" and "WORK" on the declaration page of the policy shall refer to this agreement and shall describe all WORK or OPERATIONS performed under this agreement. Contractor shall provide this agreement to Contractor's insurance agent(s) and/or broker(s) and Contractor shall instruct such agent(s) and/or broker(s) to procure the insurance coverage required by this agreement. UPON REQUEST, A BINDER STATING THE POLICY IS IN PLACE MUST BE SUBMITTED TO RAILROAD BEFORE THE WORK MAY COMMENCE AND UNTIL THE ORIGINAL POLICY IS FORWARDED TO UNION PACIFIC RAILROAD. E. Umbrella or Excess insurance. If Contractor utilizes umbrella or excess policies, these policies must "follow form" and afford no less coverage than the primary policy. F. Pollution Liability insurance. Pollution liability coverage must be included when the scope of the work as defined in the agreement includes installation, temporary storage, or disposal of any "hazardous" material that is injurious in or upon land, the atmosphere, or any watercourses; or may cause bodily injury at any time. If required, coverage may be provided in separate policy form or by endorsement to Contractors CGL or RPL. Any form coverage must be equivalent to that provided in ISO form CG 24 15 "Limited Pollution Liability Extension Endorsement" or CG 28 31 "Pollution Exclusion Amendment" with limits of at least $5,000,000 per occurrence and an aggregate limit of $10,000,000. If the scope of work as defined in this agreement includes the disposal of any hazardous or non -hazardous materials from the job site, upon request, Contractor must furnish to Railroad evidence of pollution legal liability insurance maintained by the disposal site operator for losses arising from the insured facility accepting the materials, with coverage in minimum amounts of $1,000,000 per loss, and an annual aggregate of $2,000,000. Other Requirements G. All policy(ies) required above (except business automobile, worker's compensation and employers liability) must include Railroad as "Additional Insured" using ISO Additional Insured Endorsements CG 20 10, and CG 20 37 (or substitute forms providing equivalent coverage). The coverage provided to Railroad as additional insured shall not be limited by Contractor's liability under the indemnity provisions of this agreement. BOTH CONTRACTOR AND RAILROAD EXPECT THAT UNION PACIFIC RAILROAD COMPANY WILL BE PROVIDED WITH THE BROADEST POSSIBLE COVERAGE AVAILABLE BY OPERATION OF LAW UNDER ISO ADDITIONAL INSURED FORMS CG 20 10 AND CG 20 37. H. Punitive damages exclusion, if any, must be deleted (and the deletion indicated on the certificate of insurance), unless (a) insurance coverage may not lawfully be obtained for any punitive damages that may arise under this agreement, or (b) all punitive damages are prohibited by all states in which this agreement will be performed. Contractor waives all rights of recovery, and its insurers also waive all rights of subrogation of damages against Railroad and its agents, officers, directors and employees for damages covered by the workers compensation and employers liability or commercial umbrella or excess liability obtained by Contractor required in this agreement where prohibited by law. This waiver must be stated on the certificate of insurance. J. Upon request, Contractor shall furnish Railroad with a certificate(s) of insurance, executed by a duly authorized representative of each insurer, showing compliance with the insurance requirements in this agreement. K. All insurance policies must be written by a reputable insurance company acceptable to Railroad or with a current Best's Insurance Guide Rating of A- and Class VII or better, and authorized to do business in the state where the work is being performed. L. The fact that insurance is obtained by Contractor or by Railroad on behalf of Contractor will not be deemed to release or diminish the liability of Contractor, including, without limitation, liability under the indemnity provisions of this agreement. Damages recoverable by Railroad from Contractor or any third party will not be limited by the amount of the required insurance coverage. CONTRACTOR ENDORSEMENT GENERAL TERMS AND PROVISIONS SECTION 1. DEFINITION OF CONTRACTOR. For purposes of this agreement, all references in this agreement to Contractor shall include Contractor's contractors, subcontractors, officers, agents and employees, and others acting under its or their authority. For purposes of clarity, Contractor agrees that any CIC (defined below) hired by Contractor is a subcontractor of Contractor and therefore included in the defined term Contractor pursuant to the foregoing sentence. SECTION 2. ALL EXPENSES TO BE BORNE BY CONTRACTOR; SUPERVISION. A. Contractor shall bear any and all costs and expenses associated with any work performed by Contractor (including without limitation any CIC), or any costs or expenses incurred by Railroad relating to this agreement. B. Contractor, at its own expense, shall adequately police and supervise all work to be performed by Contractor and shall ensure that such work is performed in a safe manner as set forth in SECTION 15. The responsibility of Contractor for safe conduct and adequate policing and supervision of Contractor's work shall not be lessened or otherwise affected by Railroad's approval of plans and specifications involving the work, or by Railroad's collaboration in performance of any work, or by the presence at the work site of a Railroad Representative, or by compliance by Contractor with any requests or recommendations made by Railroad Representative. SECTION 3. TERM: TERMINATION. A. These general terms and provisions shall remain in effect for the term as stated in the Contractor Endorsement. Contractor agrees to notify the Railroad Representative in writing when it has completed its work on Railroad's property. B. This agreement may be terminated by either party on twenty four (24) hours written notice to the other party SECTION 4. INSURANCE. A. Contractor will, upon request, provide Railroad with the (i) insurance binders, policies, certificates and endorsements set forth in Exhibit A of this agreement, and (ii) the insurance endorsements obtained by each subcontractor as required under SECTION 21 of this agreement. sent to: B. Upon request, all insurance correspondence, binders, policies, certificates and endorsements shall be Union Pacific Railroad Company Attn: Public Projects Manager 1400 Douglas Street, STOP 1690 Omaha, NE 68179 SECTION 5. PRECONSTRUCTION MEETING. If the work to be performed by the Contractor will involve the Railroad providing any flagging protection (or if a CIC is approved to provide flagging protection pursuant to the terms set forth herein) and/or there is separate work to be performed by the Railroad, the Contractor confirms that no work shall commence until the Railroad and Contractor participate in a preconstruction meeting involving flagging procedures and coordination of work activities of the Contractor and the Railroad (and any CIC, as applicable.) SECTION 6. DISMISSAL OF CONTRACTOR'S EMPLOYEE. At the request of Railroad, Contractor shall remove from Railroad's property any employee of Contractor who fails to conform to the instructions of the Railroad Representative in connection with the work on Railroad's property, and any right of Contractor shall be suspended until such removal has occurred. Contractor shall indemnify Railroad against any claims arising from the removal of any such employee from Railroad's property. SECTION 7. CROSSINGS; COMPLIANCE WITH MUTCD AND FRA GUIDELINES. A. No additional vehicular crossings (including temporary haul roads) or pedestrian crossings over Railroad's trackage shall be installed or used by Contractor without the prior written permission of Railroad. B. Any permanent or temporary changes, including temporary traffic control, to crossings must conform to the Manual of Uniform Traffic Control Devices (MUTCD) and any applicable Federal Railroad Administration rules, regulations and guidelines, and must be reviewed by the Railroad prior to any changes being implemented. In the event the Railroad is found to be out of compliance with federal safety regulations due to the Contractor's modifications, negligence, or any other reason arising from the Contractor's presence on the Railroad's property, the Contractor agrees to assume liability for any civil penalties imposed upon the Railroad for such noncompliance. SECTION 8. EXPLOSIVES. Explosives or other highly flammable substances shall not be stored or used on Railroad's property without the prior written approval of Railroad. SECTION 9. NOTICE OF COMMENCEMENT OF WORK - RAILROAD FLAGGING - PRIVATE FLAGGING. A. Contractor agrees to notify the Railroad Representative at least ten (10) working days in advance of Contractor commencing its work and at least thirty (30) working days in advance of proposed performance of any work by Contractor in which any person or equipment will be within twenty-five (25) feet of any track, or will be near enough to any track that any equipment extension (such as, but not limited to, a crane boom) will reach to within twenty-five (25) feet of any track. B. No work of any kind shall be performed, and no person, equipment, machinery, tool(s), material(s), vehicle(s), or thing(s) shall be located, operated, placed, or stored within twenty-five (25) feet of any of Railroad's track(s) at any time, for any reason, unless and until a Railroad approved flagman is provided to watch for trains. Upon receipt of such thirty (30)-day notice, the Railroad Representative will determine and inform Contractor whether a flagman need be present and whether Contractor needs to implement any special protective or safety measures. C. Contractor shall be permitted to hire a private contractor to perform flagging or other special protective or safety measures (such private contractor being commonly known in the railroad industry as a contractor -in -charge ("CIC")) in lieu of Railroad providing such services or in concert with Railroad providing such services, subject to prior written approval by Railroad, which approval shall be in Railroad's sole and absolute discretion. If Railroad agrees to permit Contractor to utilize a CIC pursuant to the preceding sentence, Contractor shall obtain Railroad's prior approval in writing for each of the following items, as determined in all respects in Railroad's sole and absolute discretion: (i) the identity of the third -party performing the role of CIC; (ii) the scope of the services to be performed for the project by the approved CIC; and (iii) any other terms and conditions governing such services to be provided by the CIC. If flagging or other special protective or safety measures are performed by an approved CIC, Contractor shall be solely responsible for (and shall timely pay such CIC for) its services. Railroad reserves the right to rescind any approval pursuant to this Subsection C., in whole or in part, at any time, as determined in Railroad's sole and absolute discretion. D. If any flagging or other special protective or safety measures are performed by employees of Railroad and/or any contractor of Railroad, Railroad will bill Contractor for such expenses incurred by Railroad, unless Railroad and a federal, state or local governmental entity have agreed that Railroad is to bill such expenses to the federal, state or local governmental entity. If Railroad will be sending the bills to Contractor, Contractor shall pay such bills within thirty (30) days of Contractor's receipt of billing. E. If any flagging or other special protective or safety measures are performed by Railroad or a CIC, Contractor agrees that Contractor is not relieved of any of its responsibilities or liabilities set forth in this agreement. F. The provisions set forth in this subsection are only applicable for Flagging Services performed by employees of Railroad: the rate of pay per hour for each flagman will be the prevailing hourly rate in effect for an eight - hour day for the class of flagmen used during regularly assigned hours and overtime in accordance with labor agreements and schedules in effect at the time the work is performed. In addition to the cost of such labor, a composite charge for vacation, holiday, health and welfare, supplemental sickness, Railroad Retirement and unemployment compensation, supplemental pension, Employees Liability and Property Damage and Administration will be included, computed on actual payroll. The composite charge will be the prevailing composite charge in effect at the time the work is performed. One and one-half times the current hourly rate is paid for overtime, Saturdays and Sundays, and two and one-half times current hourly rate for holidays. Wage rates are subject to change, at any time, by law or by agreement between Railroad and its employees, and may be retroactive as a result of negotiations or a ruling of an authorized governmental agency. Additional charges on labor are also subject to change. If the wage rate or additional charges are changed, Contractor (or the governmental entity, as applicable) shall pay on the basis of the new rates and charges. If flagging is performed by Railroad, reimbursement to Railroad will be required covering the full eight -hour day during which any flagman is furnished, unless the flagman can be assigned to other Railroad work during a portion of such day, in which event reimbursement will not be required for the portion of the day during which the flagman is engaged in other Railroad work. Reimbursement will also be required for any day not actually worked by the flagman following the flagman's assignment to work on the project for which Railroad is required to pay the flagman and which could not reasonably be avoided by Railroad by assignment of such flagman to other work, even though Contractor may not be working during such time. When it becomes necessary for Railroad to bulletin and assign an employee to a flagging position in compliance with union collective bargaining agreements, Contractor must provide Railroad a minimum of five (5) days notice prior to the cessation of the need for a flagman. If five (5) days notice of cessation is not given, Contractor will still be required to pay flagging charges for the five (5) day notice period required by union agreement to be given to the employee, even though flagging is not required for that period. An additional thirty (30) days notice must then be given to Railroad if flagging services are needed again after such five day cessation notice has been given to Railroad. SECTION 10. LIMITATION AND SUBORDINATION OF RIGHTS GRANTED. A. The foregoing grant of right is subject and subordinate to the prior and continuing right and obligation of the Railroad to use and maintain its entire property including the right and power of Railroad to construct, maintain, repair, renew, use, operate, change, modify or relocate railroad tracks, roadways, signal, communication, fiber optics, or other wirelines, pipelines and other facilities upon, along or across any or all parts of its property, all or any of which may be freely done at any time or times by Railroad without liability to Contractor or to any other party for compensation or damages. B. The foregoing grant is also subject to all outstanding superior rights (whether recorded or unrecorded and including those in favor of licensees and lessees of Railroad's property, and others) and the right of Railroad to renew and extend the same, and is made without covenant of title or for quiet enjoyment. SECTION 11. NO INTERFERENCE WITH OPERATIONS OF RAILROAD AND ITS TENANTS. A. Contractor shall conduct its operations so as not to interfere with the continuous and uninterrupted use and operation of the railroad tracks and property of Railroad, including without limitation, the operations of Railroad's lessees, licensees or others, unless specifically authorized in advance by the Railroad Representative. Nothing shall be done or permitted to be done by Contractor at any time that would in any manner impair the safety of such operations. When not in use, Contractor's machinery and materials shall be kept at least fifty (50) feet from the centerline of Railroad's nearest track, and there shall be no vehicular crossings of Railroads tracks except at existing open public crossings. B. Operations of Railroad and work performed by Railroad personnel and delays in the work to be performed by Contractor caused by such railroad operations and work are expected by Contractor, and Contractor agrees that Railroad shall have no liability to Contractor, or any other person or entity for any such delays. The Contractor shall coordinate its activities with those of Railroad and third parties so as to avoid interference with railroad operations. The safe operation of Railroad train movements and other activities by Railroad takes precedence over any work to be performed by Contractor. SECTION 12. LIENS. Contractor shall pay in full all persons who perform labor or provide materials for the work to be performed by Contractor. Contractor shall not create, permit or suffer any mechanic's or materialmen's liens of any kind or nature to be created or enforced against any property of Railroad for any such work performed. Contractor shall indemnify and hold harmless Railroad from and against any and all liens, claims, demands, costs or expenses of whatsoever nature in any way connected with or growing out of such work done, labor performed, or materials furnished. If Contractor fails to promptly cause any lien to be released of record, Railroad may, at its election, discharge the lien or claim of lien at Contractor's expense. SECTION 13. PROTECTION OF FIBER OPTIC CABLE SYSTEMS. A. Fiber optic cable systems may be buried on Railroad's property. Protection of the fiber optic cable systems is of extreme importance since any break could disrupt service to users resulting in business interruption and loss of revenue and profits. Contractor shall telephone Railroad during normal business hours (7:00 a.m. to 9:00 p.m. Central Time, Monday through Friday, except holidays) at 1-800-336-9193 (also a 24-hour, 7-day number for emergency calls) to determine if fiber optic cable is buried anywhere on Railroad's property to be used by Contractor. If it is, Contractor will telephone the telecommunications company(ies) involved, make arrangements for a cable locator and, if applicable, for relocation or other protection of the fiber optic cable. Contractor shall not commence any work until all such protection or relocation (if applicable) has been accomplished. B. IN ADDITION TO OTHER INDEMNITY PROVISIONS IN THIS AGREEMENT, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD RAILROAD HARMLESS FROM AND AGAINST ALL COSTS, LIABILITY AND EXPENSE WHATSOEVER (INCLUDING, WITHOUT LIMITATION, ATTORNEYS' FEES, COURT COSTS AND EXPENSES) ARISING OUT OF ANY ACT OR OMISSION OF CONTRACTOR, ITS AGENTS AND/OR EMPLOYEES, THAT CAUSES OR CONTRIBUTES TO (1) ANY DAMAGE TO OR DESTRUCTION OF ANY TELECOMMUNICATIONS SYSTEM ON RAILROAD'S PROPERTY, AND/OR (2) ANY INJURY TO OR DEATH OF ANY PERSON EMPLOYED BY OR ON BEHALF OF ANY TELECOMMUNICATIONS COMPANY, AND/OR ITS CONTRACTOR, AGENTS AND/OR EMPLOYEES, ON RAILROAD'S PROPERTY. CONTRACTOR SHALL NOT HAVE OR SEEK RECOURSE AGAINST RAILROAD FOR ANY CLAIM OR CAUSE OF ACTION FOR ALLEGED LOSS OF PROFITS OR REVENUE OR LOSS OF SERVICE OR OTHER CONSEQUENTIAL DAMAGE TO A TELECOMMUNICATION COMPANY USING RAILROAD'S PROPERTY OR A CUSTOMER OR USER OF SERVICES OF THE FIBER OPTIC CABLE ON RAILROAD'S PROPERTY. SECTION 14. PERMITS - COMPLIANCE WITH LAWS. In the prosecution of the work covered by this agreement, Contractor shall secure any and all necessary permits and shall comply with all applicable federal, state and local laws, regulations and enactments affecting the work including, without limitation, all applicable Federal Railroad Administration regulations. SECTION 15. SAFETY. A. Safety of personnel, property, rail operations and the public is of paramount importance in the prosecution of the work performed by Contractor. Contractor shall be responsible for initiating, maintaining and supervising all safety, operations and programs in connection with the work. Contractor shall at a minimum comply with Railroad's safety standards listed in Exhibit B, hereto attached, to ensure uniformity with the safety standards followed by Railroad's own forces. As a part of Contractor's safety responsibilities, Contractor shall notify Railroad if Contractor determines that any of Railroad's safety standards are contrary to good safety practices. Contractor shall furnish copies of Exhibit B to each of its employees before they enter the job site. B. Without limitation of the provisions of paragraph A above, Contractor shall keep the job site free from safety and health hazards and ensure that its employees are competent and adequately trained in all safety and health aspects of the job. C. Contractor shall have proper first aid supplies available on the job site so that prompt first aid services may be provided to any person injured on the job site. Contractor shall promptly notify Railroad of any U.S. Occupational Safety and Health Administration reportable injuries. Contractor shall have a nondelegable duty to control its employees while they are on the job site or any other property of Railroad, and to be certain they do not use, be under the influence of, or have in their possession any alcoholic beverage, drug or other substance that may inhibit the safe performance of any work. D. If and when requested by Railroad, Contractor shall deliver to Railroad a copy of Contractor's safety plan for conducting the work (the "Safety Plan"). Railroad shall have the right, but not the obligation, to require Contractor to correct any deficiencies in the Safety Plan. The terms of this agreement shall control if there are any inconsistencies between this agreement and the Safety Plan. SECTION 16. INDEMNITY. A. TO THE EXTENT NOT PROHIBITED BY APPLICABLE STATUTE, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS RAILROAD, ITS AFFILIATES, AND ITS AND THEIR OFFICERS, AGENTS AND EMPLOYEES (INDIVIDUALLY AN "INDEMNIFIED PARTY" OR COLLECTIVELY "INDEMNIFIED PARTIES") FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, INJURY, LIABILITY, CLAIM, DEMAND, COST OR EXPENSE (INCLUDING, WITHOUT LIMITATION, ATTORNEYS, CONSULTANT'S AND EXPERT'S FEES, AND COURT COSTS), FINE OR PENALTY (COLLECTIVELY, "LOSS") INCURRED BY ANY PERSON (INCLUDING, WITHOUT LIMITATION, ANY INDEMNIFIED PARTY, CONTRACTOR, OR ANY EMPLOYEE OF CONTRACTOR OR OF ANY INDEMNIFIED PARTY) ARISING OUT OF OR IN ANY MANNER CONNECTED WITH (1) ANY WORK PERFORMED BY CONTRACTOR, OR (11) ANY ACT OR OMISSION OF CONTRACTOR, ITS OFFICERS, AGENTS OR EMPLOYEES, OR (III) ANY BREACH OF THIS AGREEMENT BY CONTRACTOR. B. THE RIGHT TO INDEMNITY UNDER THIS SECTION SHALL ACCRUE UPON OCCURRENCE OF THE EVENT GIVING RISE TO THE LOSS, AND SHALL APPLY REGARDLESS OF ANY NEGLIGENCE OR STRICT LIABILITY OF ANY INDEMNIFIED PARTY, EXCEPT WHERE THE LOSS IS CAUSED BY THE SOLE ACTIVE NEGLIGENCE OF AN INDEMNIFIED PARTY AS ESTABLISHED BY THE FINAL JUDGMENT OF A COURT OF COMPETENT JURISDICTION. THE SOLE ACTIVE NEGLIGENCE OF ANY INDEMNIFIED PARTY SHALL NOT BAR THE RECOVERY OF ANY OTHER INDEMNIFIED PARTY. C. CONTRACTOR EXPRESSLY AND SPECIFICALLY ASSUMES POTENTIAL LIABILITY UNDER THIS SECTION FOR CLAIMS OR ACTIONS BROUGHT BY CONTRACTOR'S OWN EMPLOYEES. CONTRACTOR WAIVES ANY IMMUNITY IT MAY HAVE UNDER WORKER'S COMPENSATION OR INDUSTRIAL INSURANCE ACTS TO INDEMNIFY THE INDEMNIFIED PARTIES UNDER THIS SECTION. CONTRACTOR ACKNOWLEDGES THAT THIS WAIVER WAS MUTUALLY NEGOTIATED BY THE PARTIES HERETO. D. NO COURT OR JURY FINDINGS IN ANY EMPLOYEE'S SUIT PURSUANT TO ANY WORKER'S COMPENSATION ACT OR THE FEDERAL EMPLOYERS' LIABILITY ACT AGAINST A PARTY TO THIS AGREEMENT MAY BE RELIED UPON OR USED BY CONTRACTOR IN ANY ATTEMPT TO ASSERT LIABILITY AGAINST ANY INDEMNIFIED PARTY. E. THE PROVISIONS OF THIS SECTION SHALL SURVIVE THE COMPLETION OF ANY WORK PERFORMED BY CONTRACTOR OR THE TERMINATION OR EXPIRATION OF THIS AGREEMENT. IN NO EVENT SHALL THIS SECTION OR ANY OTHER PROVISION OF THIS AGREEMENT BE DEEMED TO LIMIT ANY LIABILITY CONTRACTOR MAY HAVE TO ANY INDEMNIFIED PARTY BY STATUTE OR UNDER COMMON LAW. SECTION 17. RESTORATION OF PROPERTY. In the event Railroad authorizes Contractor to take down any fence of Railroad or in any manner move or disturb any of the other property of Railroad in connection with the work to be performed by Contractor, then in that event Contractor shall, as soon as possible and at Contractor's sole expense, restore such fence and other property to the same condition as the same were in before such fence was taken down or such other property was moved or disturbed. Contractor shall remove all of Contractor's tools, equipment, rubbish and other materials from Railroad's property promptly upon completion of the work, restoring Railroad's property to the same state and condition as when Contractor entered thereon. SECTION 18. WAIVER OF DEFAULT. Waiver by Railroad of any breach or default of any condition, covenant or agreement herein contained to be kept, observed and performed by Contractor shall in no way impair the right of Railroad to avail itself of any remedy for any subsequent breach or default. SECTION 19. MODIFICATION - ENTIRE AGREEMENT. No modification of this agreement shall be effective unless made in writing and signed by Contractor and Railroad. This agreement and the exhibits attached hereto and made a part hereof constitute the entire understanding between Contractor and Railroad and cancel and supersede any prior negotiations, understandings or agreements, whether written or oral, with respect to the work to be performed by Contractor. SECTION 20. ASSIGNMENT. Contractor shall not assign or subcontract this agreement, or any interest therein, without the written consent of the Railroad. Contractor shall be responsible for the acts and omissions of all subcontractors. Before Contractor commences any work, the Contractor shall, except to the extent prohibited by law; (1) require each of its subcontractors to include the Contractor as "Additional Insured" on the subcontractor's Commercial General Liability policy and Umbrella or Excess policies (if applicable) with respect to all liabilities arising out of the subcontractor's performance of work on behalf of the Contractor by endorsing these policies with ISO Additional Insured Endorsements CG 20 10, and CG 20 37 (or substitute forms providing equivalent coverage; (2) require each of its subcontractors to endorse their Commercial General Liability Policy with "Contractual Liability Railroads" ISO Form CG 24 17 10 01 (or a substitute form providing equivalent coverage) for the job site; and (3) require each of its subcontractors to endorse their Business Automobile Policy with "Coverage For Certain Operations In Connection With Railroads" ISO Form CA 20 70 10 01 (or a substitute form providing equivalent coverage) for the job site. Bid Proposal 2026 Pavement Maintenance Phase 2 Project Pavement Coatings Co. ("Bidder") hereby submits this Bid Proposal to the City of Cupertino (,,City") for the above -referenced project ("Project") in response to the Notice Inviting Bids and in accordance with the Contract Documents referenced in the Notice. 1. Base Bid. Bidder proposes to perform and fully complete the Work for the Project as specified in the Contract Documents, within the time required for full completion of the Work, including all labor, materials, supplies, and equipment and all other direct or indirect costs including, but not limited to, taxes, insurance and all overhead, for the following price ("Base Bid"): 2. Addenda. Bidder agrees that it has confirmed receipt of or access to, and reviewed, all addenda issued for this bid. Bidder waives any claims it might have against the City based on its failure to receive, access, or review any addenda for any reason. Bidder specifically acknowledges receipt of the following addenda: Addendum Date Received #1 PZ #2 3p #3 #4 #5 3. Bidder's Certifications and Warranties. By signing and submitting this Bid Proposal, Bidder certifies and warrants the following: 3.1 Examination of Contract Documents. Bidder has thoroughly examined the Contract Documents and represents that, to the best of Bidder's knowledge, there are no errors, omissions, or discrepancies in the Contract Documents, subject to the limitations of Public Contract Code § 1104. 3.2 Examination of Worksite. Bidder has had the opportunity to examine the Worksite and local conditions at the Project location. 3.3 Bidder Responsibility. Bidder is a responsible bidder, with the necessary ability, capacity, experience, skill, qualifications, workforce, equipment, and resources to perform or cause the Work to be performed in accordance with the Contract Documents and within the Contract Time. 3.4 Responsibility for Bid. Bidder has carefully reviewed this Bid Proposal and is solely responsible for any errors or omissions contained in its completed bid. All statements and information provided In this Bid Proposal and enclosures are true and correct to the best of Bidder's knowledge. 3.5 Nondiscrimination. In preparing this bid, the Bidder has not engaged in discrimination against any prospective or present employee or Subcontractor on grounds of race, color, 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 9 ancestry, national origin, ethnicity, religion, sex, sexual orientation, age, disability, or marital status. 3.6 Iran Contracting Act. If the Contract Price exceeds $1,000,000, Bidder is not identified on a list created under the Iran Contracting Act, Public Contract Code § 2200 et seq. (the "Act"), as a person engaging in investment activities in Iran, as defined in the Act, or is otherwise expressly exempt under the Act. Award of Contract. By signing and submitting this Bid Proposal, Bidder agrees that, if City issues the Notice of Potential Award to Bidder, then within ten days following issuance of the Notice of Potential Award to Bidder, Bidder will do all of the following: 4.1 Execute Contract. Enter into the Contract with City in accordance with the terms of this Bid Proposal, by signing and submitting to City the Contract prepared by City using the form included with the Contract Documents; 4.2 - Submit Required Bonds. Submit to City a payment bond and a performance bond, each for 100% of the Contract Price, using the bond forms provided and in accordance with the requirements of the Contract Documents; 4.3 Insurance Requirements. Submit to City the insurance certificates) and endorsement(s) as required by the Contract Documents; and 4.4 Certificates of Reported Compliance. Submit to City valid Certificates of Reported Compliance for its fleet and its listed Subcontractors, if applicable, if the Project involves the use of vehicles subject to the Off -Road Regulation. (See Section 16 of the Instructions to Bidders.) 5. Bid Security. As a guarantee that, if awarded the Contract, Bidder will perform its obligations under Section 4 above, Bidder is enclosing bid security in the amount of ten percent of its maximum bid amount in one of the following forms: Check One: A cashier's check or certified check payable to City and issued by [bank name] in the amount of: $ A bid bond, using the Bid Bond form included with the Contract ✓ Documents, payable to City and executed by a surety licensed to do business in the State of California. 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 10 p y March 26 - This Bid Proposal is hereby submitted on , 2026. s/y Tim Schmid, President = Name and Title Tim Schmid, Assistant Secretary-....-. s/ [See Section 3 of Instructions to Bidders] Name and Title Pavement Coatings Co. Company Name 2150 Bell Ave., Suite 125 Address Sacramento, CA 95838 City, State, Zip Tim Schmid, President Contact Name 303609, 09/30/2026, A, C32 License #, Expiration Date, and Classification 1000003382 DI R Registration # _ v (916) 642-1751 Phone = estnorth@pavementcoatings.corrr Contact Email END OF BID PROPOSAL 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 11 Bid Schedule This Bid Schedule must be completed legibly and included with the sealed Bid Proposal. Pricing must be provided for each Bid Item as indicated. Items marked "(SW)" are Specialty Work that must be performed by a qualified Subcontractor. The lump sum or unit cost for each item must be inclusive of all costs, whether direct or indirect, including profit and overhead. The sum of all amounts entered in the "Extended Total Amount" column must be identical to the Base Bid price entered in Section 1 of the Bid Proposal form. AL = Allowance EA = Each LS = Lump Sum CF = Cubic Feet LB = Pounds SF = Square Feet CY = Cubic Yard LF = Linear Foot TON = Ton (2000 Ibs) BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT 1 Traffic Control 1 LS $ 633,905.00 $633, 905.00 2 Crack Seal 1 LS $ 215,000.00 $ 215, 000.00 3 Fog Seal 84,574 SY $ 0.80 $ 6709.20 4 Type II Slurry Seal 292,568 sY $ 3.05 $ 892, 332.40 5 Rubberized Chip Seal 38,247 SY $7.25 $ 277, 290.75 6 Install Blue RPM's @ Fire Hydrant 93 EA $ 20.50 $1,906.50 7 White Retroreflective Marker 16 EA $ 20.50 $ 328.00 8 Existing Striping and Pavement Marking Tie -Down, Layout and Documentation 1 LS $15,000.00 $15,000.00 9 4" White (Thermoplastic) Parking Stall 833 LF 1 $2.31 $12924.23 10 4" White (Thermoplastic) Parallel Parking stall T's 15 EA J$25.63 $ 384.45 11 4" (Thermoplastic) White Parking Ends 2 LF J$2.31 $ 4.62 12 12" White (Thermoplastic) 3,626 LF 1$7.18 $ 26, 034.68 13 12" Yellow (Thermoplastic) 316 LF $7.18 $2,268.88 14 24" White (Thermoplastic) 1,751 LF $14.35 $ 252126.85 15 24" Yellow (Thermoplastic) 1,157 LF $14.35 $16 602.95 16 Striping Detail 9 1,848 LF $1.33 $2,457.84 17 Striping Detail 19 571 LF $ 2.82 $12610.22 18 Striping Detail 22 12,226 LF $3.08 $ 37,656.08 19 Striping Detail 38 3,008 LF $1. J5 $ 5,865.60 20 Striping Detail 39A 5,576 LF $1.38 $ 7,694.88 21 Striping Detail 39 7,463 LF $1.38 $10 298.94 22 Striping Detail 40 266 LF $1.38 $ 367.08 2026 Pavement Maintenance Phase 2 Project # 2026-102 Addendum 1 BID 5(.:KhUULh Page 12 BID UNIT EXTENDED ITEM ITEM DESCRIPTION EST. QTY. UNIT COST TOTAL NO. AMOUNT 23 Pavement Marking "25" Legend 20 EA $ 548.47 $10,969.40 24 Pavement Marking "35" Legend 10 EA $548.47 $ 52484.70 25 Pavement Marking - "85" Highway 2 EA $22414.28 $ 4,828.56 Green Legend 26 Pavement Marking -"Ahead" Legend 3 EA $825.26 $2,475.78 27 Pavement Marking - Arrow Type 1 18' 6 EA $743.25 $42459.50 (Merge) 28 Pavement Marking - Arrow Type IV 34 EA $589.47 $ 20, 041.98 29 PRavement Marking - Arrow Type IV 12 EA $589.47 $ 7,073.64 30 Pavement Marking - Bike Rider 41 EA $579.22 $ 23,748.02 Symbol w arrow 31 Pavement Marking -"BUMP" Legend 15 EA $ 702.24 $102533.60 32 Pavement Marking -"KEEP CLEAR" 5 EA 1$1,471-12 $72355.60 Legend 33 Pavement Marking 2 EA $ 815.00 $12630.00 _,,NORTH"Legend 34 Pavement Marking - "PED XING" 4 EA $ 1,471.12 $504.48 Legend 35 Pavement Marking "RXR" (Railroad 7 EA $12004.67 $ 7,032.69 Xing) 36 Pavement Marking - Shared Roadway 21 EA $ 615.10 $12,917.10 Bicycle 37 Pavement Marking -"SLOW SCHOOL 4 EA $2,327.14 $ %308.56 XING" Legend 38 Pavement Marking - "STOP" Legend 49 EA $691.99 $ 33 907.51 39 Pavement Marking - "YIELD" Legend 3 EA $717.62 $2,152.86 40 Pavement Marking -Yield Bike Lane 19 EA $56.38 $1,071.22 Triangle 41 Pavement Marking -Yield Triangles 48 EA $61.51 $22952.48 3 42 Green Preformed Thermoplastic Bike 8,331 SF $13.33 $111,052.23 Lane 43 Red Paint Preformed Thermoplastic 3,385 SF $13.84 $462848.40 Crosswalk 44 Red Paint (No Parking -Fire Lane) 100 LF $ 6.15 $ 615.00 45 Yellow Paint 287 LF $ 6.15 $ 1, 765.05 46 Bike Buffer (6" White Line w/dash and 6,081 LF $3.33 $ 202249.73 diagonal line 47 Speed Bump Directional Arrow 8 EA $ 394.69 $3,157.52 * Final Pay Quantity TOTAL BASE BID: Items 1 through 47 inclusive: $ 21599,234.76 2026 Pavement Maintenance Phase 2 Project # 2026-102 Addendum 1 BID SCHEDULE Page 13 BIDDER NAME: Pavement Coatings Co. END OF BID SCHEDULE 2026 Pavement Maintenance Phase 2 I31V M-t- r UU LC Project # 2026-102 Page 14 Subcontractor List For each Subcontractor that will perform a portion of the Work in an amount in excess of one-half of 1 % of the Bidder's total Base Bid,' the bidder must list a description of the Work, the name of the Subcontractor, its California contractor license number, the location of its place of business, its DIR registration number, and the portion of the Work that the Subcontractor is performing based on a percentage of the Base Bid price. DESCRIPTION SUBCONTRACTOR CALIFORNIA LOCATION OF DIR REG. NO. PERCENT OF WORK NAME CONTRACTOR BUSINESS OF LICENSE NO. WORK Markings Chrisp Company 374600 43650 Osgood Rd 1000000306 33.42% aping, and r Fremont, CA 9453 END OF SUBCONTRACTOR LIST For street or highway construction, this requirement applies to any subcontract of $10,000 or more. 2026 Pavement Maintenance Phase 2 SUBCONTRACTOR LIST Project # 2026-102 Page 15 Noncollusion Declaration TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID The undersigned declares: I am the President [title] of _ [business name], the party making the foregoing bic Pavement Coatings Co. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. This declaration is intended to comply with California Public Contract Code § 7106 and Title 23 U.S.0 § 112. declare under penalty of perjury under the laws of the Stat f qalifornia that the foregoing is true and correct and that this declaration is executed on G [date], at Sacramento [city], CA [state]. sl Tim Schmid, President Name [print] END OF NONCOLLUSION DECLARATION 2026 Pavement Maintenance Pha e 2 NONCOLLUSION DECLARATION Project # 2026-102 Page 16 Bid Bond Pavement Coatings Co. ("Bidder's has submitted a bid, dated April 2 . 2026 ("Bid', to the City of Cupertino CCityJ for work on the 2026 Pavement Maintenance Phase 2 Project ("Project`. Under this duly executed bid bond ("Bid Bond', Bidder as Principal and The Ohio Casualty Insurance Company , its surety ("Surety"), are bound to City as obligee in the penal sum of ten percent of the maximum amount of the Bid (the "Bond Sum"). Bidder and Surety bind themselves and their respective heirs, executors, administrators, successors and assigns, jointly and severally, as follows: 1. General. If Bidder is awarded the Contract for the Project, Bidder will enter into the Contract with City in accordance with the terms of the Bid. 2. Submittals. Within ten days following issuance of the Notice of Potential Award to Bidder, Bidder must submit to City the following: 2.1 Contract. The executed Contract, using the form provided by City in the Project contract documents ("Contract Documents"); 2.2 Payment Bond. A payment bond for 100% of the maximum Contract Price, executed by a surety licensed to do business in the State of California using the Payment Bond form included with the Contract Documents; 2.3 Performance Bond. A performance bond for 100% of the maximum Contract Price, executed by a surety licensed to do business in the State of California using the Performance Bond form included with the Contract Documents; 2.4 Insurance. The insurance certificate(s) and endorsement(s) required by the Contract Documents; 2.5 Certificates of Reported Compliance. Valid Certificates of Reported Compliance for its fleet and its listed Subcontractors, if applicable, in accordance with the In -Use Off -Road Diesel -Fueled Fleets Regulation (13 CCR § 2449 et seq.) ("Off -Road Regulation"), if the Project involves the use of vehicles subject to the Off -Road Regulation; and any other documents required by the Instructions to Bidders or Notice of Potential Award. 3. Enforcement. If Bidder fails to execute the Contract or to submit the bonds, insurance certificates, and valid Certificates of Reported Compliance as required by the Contract Documents, Surety guarantees that Bidder forfeits the Bond Sum to City. Any notice to Surety may be given in the manner specified in the Contract and delivered or transmitted to Surety as follows: Attn: Liberty Mutual Surety Claims Address: P.O. Box 34526 City/State/Zip: Seattle, WA 98124 Phone: _(714) 634-5717 Fax: (866)547-9060 Email: Nicholas.BroderickO-) ibertyMutual.com 4. Duration and Waiver. If Bidder fulfills its obligations under Section 2, above, then this obligation will be null and void; otherwise, it will remain in full force and effect for 60 days following the bid opening or until this Bid Bond is returned to Bidder, whichever occurs first. Surety waives the provisions of Civil Code §§ 2819 and 2845. 2026 Pavement Maintenance Phase 2 Project # 2026-102 BID BOND Page 17 This Bid Bond is entered into and effective on March 26 , 2026. SURETY: The Ohio Casualty Insurance Company Business Name s! or Brigid Lopez, Attomey-in-Fact Name, Title March 26, 2026 Date (Attach Acknowledgment with Notary Seal and Power of Attorney) BIDDER: Pavement Coatings Co. Business Name s/ VA Y'oA a7 TH S I r Date Name, Title END OF BID BOND 2026 Pavement Maintenance Phase 2 BID BOND Project # 2026-102 Page 18 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 Califomia County of San Bemardino ) 1 On March 26, 2026 before me, �Q (S h o- i` i C.I Gy I r1 1 I t N TLo y P W I L Date Here Insert Name and Title of the Officer personally appeared Brigid Lopez Name(j) of Signer(!) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/am subscribed to the within instrument and acknowledged to me that biff/she/fberprexecuted the same in KX/her/ba& authorized capacity and that by XX/her/tRWsignature(E) on the instrument the person(&), or the entity upon behalf of which the person(r) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing paragraph is true and correct. WITNESS my hand and official seal. VpR HA MALAY TRIVEDI Notarypublic rnard • California San BemarOlno County _ Signature V Commission 4 2488640 Signature of Notary Public 'My Comm, ExpirQt Apr 30, 2028 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Corporate Officer — Title(s): Partner — Limited General Individual Attomey in Fact Trustee Guardian or Conservator Other: Signer Is Representing: Signer's Name: 1-: Corporate Officer — Title(s): -J Partner — _Limited ,. General -. Individual Attorney in Fact Trustee L Guardian or Conservator Other Signer Is Representing: 02014 National Notary Association • www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 • Liberty POWER OF ATTORNEY Certificate No: 8214065 - 971991 Mutual. Liberty Mutual Insurance Company SURETY The Ohio Casualty Insurance Company West American Insurance Company 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 'Companie 1, pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Brian A. McGoldrick, Brigid Lopez, Evett Lam, Marisella Rivera all of the city of Placentia state of CA each individually ft there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acmowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, reoognizences and other surety obligations, in pursuance of these presents and shag 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 2025 . Liberty Mutual Insurance Company uNsv, atY lrvs� %N81i The Ohio Casualty Insurance Company West American Insurance Company N ry1912 oh co1919, a 1991 yrah c►ru�" as ° 'h��g'�`� ifs �N4FA% coo Nathan J. Zangede, Assistant Secretary c`mz State of PENNSYLVANlA ss i County of MONTGOMERY On this 20th day of Ma 2025 before me personally appeared Nathan J. Zangede, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance' R 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 oft". a)w --_ = IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year fast above written. Coe 5 PA ? �Q o,TPor+wF<< corinmWeafth Of Pia SealTemm Pasteb. Not" POW 00 h cZ y monvorray cCrl uy V ram+ O F icy cmmm expires March 28.2029 By: : `vP��`�' � corradssion number ' ,r,,,�„ Teresa Pasteila Notary Public o� y qRy cG 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 0 - Insurance Company, and West American Insurance Company which resolutions are now in tug force and effect reading as follows: 6. re ARTICLE IV — OFFICERS: Section 12 Power of Attorney. IT Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President and subject to such Imitation as the Chairman or the 100 President may prescribe, shag appoint such attorneys -in -fart. as may be necessary to act In behalf of the Corporation to make, execute, seal, adumowledge and deliver as surety any and all undertakings, bonds, recogNzenaes and other surely obligations. Such atto meys-in-fad, subject to the Imitations set forth in their respective powers of attorney, shaft 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 Z 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 attomeyirr-fact under the provisions of this article may be revolted at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE Xin — Exec ldon of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose to writing by the chairman or the president, and subject to such Imitations as the chairman or the president may prescribe, shag appoint such attomeys-in-fact, as may be necessary to ad in behalf of the Company to make, execute, seal, ad nowiedge and deliver as surety any and ail undertakings, bands, recognizances and other surety obligations. Such aftorneys-in-fact subject to the limitations set forth in their respective powers of attorney, shag have fug pager 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 shag 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 Nathan J. Zangerl% Assistant Secretary to appoint such attomeysrin-fact as may be necessary to act on behalf of the Compaq to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, moognizances 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 aftomey issued by the Company in connection with surety bonds, shag be valid and binding upon the Company with the same force and effect as though manually affixed. 1, Renee C. Ltewel", 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 TES71MONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 26th day of March 2026 . %N8V -11 INSV 1NSV o� ° �,y JP,' ap° Vp i0o J orb 3��o 1912 c o 1919 c Q 1991 c �� rd�e°�cKua e�'tiA r� '�'ouN* d� By: Renee C. Llewellyn, Assistant Secretary h * 1► yl * 1►t>d �M * �� LMS-12e73 LMIC colt warC Murd Co 02f24 iv 0 v N `A N aMo d co 9 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 Sacramento ) on March 27, 2026 before me, Rick James Arias Notary Public Date Here Insert Name and Title of the Officer personally appeared Tim Schmid Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(fes), 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. ------------- RICK JAMES ARIAS Notary Public -California _ - Soiano County Commission; 2a79179 r My Comm. Expires Mar 21, 2027 ' I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and ial seal. Signature ure of Notary Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney act ❑ Trustee ❑ Gad n or Conservator ❑ Other: Signer Is Re enting: of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 5 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 Bidder's Questionnaire 2026 Pavement Maintenance Phase 2 Project Within 48 hours following a request by City, a bidder must submit to City a completed, signed Bidder's Questionnaire using this form and all required attachments, including clearly labeled additional sheets as needed. City may request the Questionnaire from one or more of the apparent low bidders following the bid opening and may use the completed Questionnaire as part of its investigation to evaluate a bidder's qualifications for this Project. The Questionnaire must be filled out completely, accurately, and legibly. Any errors, omissions, or misrepresentations in completion of the Questionnaire may be grounds for rejection of the bid or termination of a Contract awarded pursuant to the bid. Part A: General Information Bidder Business Name Pavement Coatings Co. Main Office Address and 10240 San Sevaine Way, Jurupa Valley, CA 91752. Phone 714-826-3011 Local Office Address and 2150 Bell Ave., Suite 125 Sacramento, CA 95838 Phone (916) 642.1751 Website Address www.pavementrecycling.com Owner of Business Employee Owned Contact Name and Title Tim Schmid, President Contact Phone and Email Bidder's California Contractor's License Number(s): 303609 Bidder's DI R Registration Number 1000003382 Check One: Corporation - State of incorporation: California Partnership Sole Proprietorship Joint Venture of: Other: Part B: Bidder Experience 1 How many years has Bidder been in business under its present business name? (in years) 51 2 Has Bidder completed projects similar in type and size to this Project as a general contractor? (Yes or No) Yes 2026 Pavement Maintenance Phase 2 BIDDER'S QUESTIONNAIRE Project # 2026-102 Page 19 3 Has Bidder ever been disqualified from a bid on grounds that it Is not responsible, or otherwise disqualified or debarred from bidding under state or federal law? (Yes or No) If yes, provide additional information on a separate sheet regarding the disqualification or No debarment, including the name and address of the agency or owner of the project, the type and size of the project, the reasons that Bidder was disqualified or debarred, and the month and year in which the disqualification or debarment occurred. 4 Has Bidder ever been terminated for cause, alleged default, or legal violation from a construction project, either as a general contractor or as a subcontractor? (Yes or No) If yes, provide additional information on a No separate sheet regarding the termination, Including the name and address of the agency or owner of the subject project, the type and size of the project, whether Bidder was under contract as a general contractor or a subcontractor, the reasons that Bidder was terminated, and the month and year in which the termination occurred. Part C: Project Experience Provide information on at least three projects, performed as general contractor, that are similar in scope and character to this project. Three of the projects must be public sector projects. (Use separate sheets if required) *PLEASE SEE ATTACHED 2026 Pavement Maintenance Phase 2 Project # 2026-102 BIDDER'S QUESTIONNAIRE Page 20 Project #1 A Project name B Project location C Project description: *PLEASE SEE ATTACHED D Client/Owner (name, address, email, and hone number E Prime contractor, if applicable (name, address, email, and phone number F Architect or engineer (name, email, and hone number G Project and/or construction manager (name, email, and phone number H Scope of work performed (as general contractor or as subcontractor I Initial contract price $ J Final contract price (including change orders $ K Original scheduled completion date L Actual date of completion M Time extensions granted number of days) N Number and amount of stop notices or mechanic's liens filed O Amount of any liquidated damages assessed against Bidder P Nature and resolution of any project -related claim, lawsuit, mediation, or arbitration Involving Bidder Q Other Notes 2026 Pavement Maintenance Phase 2 BIDDER'S QUESTIONNAIRE Project # 2026-102 Page 21 Project #2 A Project name B Project location C Project description: *PLEASE SEE ATTACHED D Client/Owner (name, address, email, and hone number E Prime contractor, if applicable (name, address, email, and phone number F Architect or engineer (name, email, and hone number G Project and/or construction manager (name, email, and phone number H Scope of work performed (as general contractor or as subcontractor I Initial contract price $ J Final contract price (including change orders $ K Original scheduled completion date L Actual date of completion M Time extensions granted number of days) N Number and amount of stop notices or mechanic's liens filed O Amount of any liquidated damages assessed against Bidder P Nature and resolution of any project -related claim, lawsuit, mediation, or arbitration Involving Bidder Q Other Notes 2026 Pavement Maintenance Phase 2 Project # 2026-102 BIDDER'S QUESTIONNAIRE Page 22 Proiect #3 A Project name B Project location C Project description: *PLEASE SEE ATTACHED D Client/Owner (name, address, email, and hone number E Prime contractor, if applicable (name, address, email, and phone number F Architect or engineer (name, email, and hone number G Project and/or construction manager (name, email, and phone number H Scope of work performed (as general contractor or as subcontractor Initial contract price $ J Final contract price (including change orders $ K Original scheduled completion date L Actual date of completion M Time extensions granted number of days) N Number and amount of stop notices or mechanic's liens filed O Amount of any liquidated damages assessed against Bidder P Nature and resolution of any project -related claim, lawsuit, mediation, or arbitration Involving Bidder Q Other Notes 2026 Pavement Maintenance Phase 2 BIDDER'S QUESTIONNAIRE Project # 2026-102 Page 23 Part D: Safety 1. Provide Bidder's Experience Modification Rate (EMR) for the last three years: Year EMR 2025 0.90 2024 0.81 2023 0.66 2. Complete the following, based on information provided in Bidder's CalOSHA Form 300 or Form 300A, Annual Summary of Work -Related Illnesses and Injuries, from the most recent past calendar year: 2.1 Number of lost workday cases: 2.2 Number of medical treatment cases: 2 2.3 Number of deaths: 3. Has Bidder ever been cited, fined, or prosecuted by any local, state, or federal agency, including OSHA, CaIOSHA, or EPA, for violation of any law, regulation, or requirements pertaining to health and safety? Yes or No? I No 7771 If yes, provide additional information on a separate sheet regarding each such citation, fine, or prosecution, including the name and address of the agency or owner of the project, the type and size of the project, the reasons for and nature of the citation, fine, or prosecution, and the month and year in which the incident giving rise to the citation, tine, or prosecution occurred. 4. Name, title, and email for person responsible for Bidder's safetv oroaram: Name Title Email Address Terry Villegas Safety Professional tvillegas@pavementrecycling.com Part D: Verification In signing this document, I, the undersigned, declare that I am duly authorized to sign and submit this Bidder's Questionnaire on behalf of the named Bidder, and that all responses and information set forth in this Bidder's Questionnaire and accompanying attachments are, to the best of my knowledge, true, accurate and complete as of the date of submission. I declare under penalty of perjury under the la the State of California that the foregoing is true and correct. Signature: Date: %U I ao P-a By. Tim Schmid, President Name and Title END OF BIDDER'S QUESTIONNAIRE 2026 Pavement Maintenance Phase 2 BIDDER'S QUESTIONNAIRE Project # 2026-102 Page 24 RESOLUTION OF BOARD OF DIRECTORS OF PAVEMENT COATINGS CO. RESOLVED, That all officers of the Company (being the President and Assistant Secretary, Timothy Schmid; the Vice -Presidents, James Wu, and Guy Tittlemier, Secretary, James Wu; and the Treasurer, Rick Yauney) are hereby authorized and empowered to enter into contracts, sign bid documents and otherwise execute agreements in the normal course of business and upon such terms and conditions as may be agreed by the Company and the counterparty (ies). I, Timothy Schmid, do hereby certify that I am the duly elected and qualified President, Assistant Secretary, and keeper of the records and corporate seal of Pavement Coatings Co., a corporation organized and existing under the laws of the State of California, and that the above is a true and correct copy of a resolution duly adopted at a meeting of the Board of Directors thereof, convened and hold in accordance with the Bylaws of said Corporation on the t I1' day of December, 2025, and that such resolution is now in full force and effect. IN WITNESS WHEREOF, I have affixed my name as President and Assistant Secretary and have caused the corporate seal of said Corporation to be hereunto affixed, January 27, 2026. � • r 'f':unothy 5'luutd, President/Assistant Secretary • ; Fxvsment flings Co. Pavement Coatings Co. Experience Statement 2150 Bell Ave Suite 125, Sacramento, CA 95838, Phone(916) 642-1751, Fax (916) 313-3438 Contractor's License Number 303609; DIR #1000003382 Tent Architentect seer Construction Martaper Slop Notices i Eatersbru Actual Date of oleneral or Project Name i LocationContactn Owner owner ContactaMset anted Gatlptbn Swpe CoMrad AmptaN Final Cost Liquidaled Damages Mechanic Uenr Date proka Stilted OnMod ConpMlbn Subeonhrador (numbers of days) City of RoseWke Gaoewsk Senn WI Ms PowWAC Ropaa, m Mer PswWWAC Rewa • 2,100 IN On Cos Roadway and Tnl Mseeona n 311 Vemon St. 916-746.1303 WA Jake poppose, Hot Applied Rubber Cho Ibt Applied Ribber Chip Seal • 107.400 BY $3.155.501.00 32.042.165.OD None Nore IV2112023 0 1112&2023 Generol cwtrador So -as RoaevM, Calfoma 95576 as us 916-642.1751 .seal, Mcravlernp Mkrosu+haug - 1,590 IN County of Marlon Stew Dos County of Madera - 2021 Maetararee 20D W. 4M Street WA Vuwr Jews Type 11 Maxesudaovup, type tl Meta• 4,66$ IN �•�•� 00 12.Iz06,164.00 Nero Nero B1612024 0 7f23R024 Oenenl ibntndef District ape Seeks Modem. California57s11 OM? own 916-705-3092 Conwntarol Cho Seal Com+Mnnel Chp - 4.935 IN Town Town of La Gotos Jana Cho Crack SeabV. Asphea Crack Seatrp • 102,477 BY Town of Los Gatos • FY2022123 Nneal 41 Mass Ave s06.996J400 WA Yustit Lows Rubber Cape Sew, Type 11 Mphas Rubbw Chop - 115.000 BY 93.496,76100 13,14D,167 OD Nor* None 7110=3 O & SMA General Contractor Street Roper and Rtsafaaq Los Oqa. CA 9503D Jchnatalptoaa 9ov 9tt1.70S9692 gory seal T to Too Sony seal - 1 i30 IN Type 1 Skrry Beal, Type 11 Type I Sorry • 1,293 IN City of Ek Grow • 2024 Maintenance _ City of Elk 6401 lapaa Palms r Pa ms W _ _ 9Cmc XMV WA Yusto Lewd Skrry Seal Type tl Type 11 Skrry - t,664 IN $4.725,523 00 $4,021,660 00 Non None 6112024 0 1&26/2024 General Connctor protect - SI-ir Sal end Pawnrnt Ek Wove. usou911645r13M orp 916-705-3092 Mcrosvhdrg, Asphalt Rubbw Chip Sal Type It Mem • 1.874 IN AR Chip Seal - 132.715 BY Shoulder Becher. Asphalt Shoulder Badmp • 85 IN aaty of Yob - 2W4 Road Rosuf°ap Cory of Yob 625 Coat Strew Mark Chnsna°n 530.8654542 WA Jake Bogpsea, Rubber Chip Type R AR Cho Seal • 8,800 IN $7.464.015 00 SSAW,9a OD Nona Non &1712024 0 &29/M24 General CortnQor p°oct Nloodtand. CA 95695 narkchruhsanQyokciwty wg 91"42.1751 Mcrosud°ag. Typo III Mcrowfadrp Type 11 Mkmunfaarg - 3,741 IN Type tit Mcm • 6.237 IN City of StarryuaN - Amual Skmy Seal City of Gumrwle 650 Vilest OM Aw Loa Vo 406-730.7600 WA Vidona Momroz Typo It a Sal Typo 11Skrry Goal - $1.305,627.00 31,127,926.00 None None 1Y1212023 0 912&2023 Gonenl Corendor 2021 Sm"Is, CA 940M MOsunyvale orp 916.717.5804 3,944 IN City of PadCca - FY 2023-24 Pavuront Coy of pedca Bryan Detente LewisiseA Type III Mhaudsap, Type III Mkrotafabi V • 147 IN, Crack Rauetaorrg Pmpd 540 Creep or Facto, CA 940" 850d86.2233 BaQctagpacto gov WA 9t6.7 2 Crock Seokp, Rubberized Chip Sat, Type II Story Sal Soakp - 115,352 Sr, AR Chip Sal • 31.423 BY. Type 11 Slurry Seal - 907 IN 31,70SAW 00 $1.518.356,00 None Non 7119/7023 0 91512023 General Coritnctor Canty of placer Man Rar4af. PE Vidoro McrosuMaq • AR Chp • AR Mbosafaoq - 12 Mal 2021 Roadway Sunfea Treatments 11420 F Avenue 1530) 745.3564 wA 45 916842-17.1751 Cape gal AR Gal Sest • 2 Mase Rtbbsraed 11,969,171.00 32.152.606.00 None Nora S1dM2i 0 7r8@022 oenntn ral Coudnf Atb003 an, CA 93 Mitsnaa tgplar ca gov Cape Sew ..hoses City of San Rafael 2MI22 Sorry Soot City of San Rwiel 111 Morptaw street Shawn GM 41S-6AE827 WA orm Victoria Wipftnan c rise W Merosuhaup • AR Ctp • AR Cock Seek. 209,000 BY Story 31.029,SW 00 31,011,123.00 140" None 6129/2022 0 &3=2 Cenral CofraQor project Son lowest CA 949M snawn oparecsyolsan°nal eom t 1 Gw Seal Sal - 209,000 SV 2022 Satan Treatment PmRd City of Auban a 1225 Lnh Way, Roam 3 Meryr ban 5308234211 ad. 145 WA Vidoro UAghtino skrry Seal and Strpkp Type 11 Skrry Seal - 684,400 BY W.1167 00 St98.720.00 None Nora Wt3f2022 0 1111140022 Gents Contractor Aubun, CA 95003 rrdeanegaubuen ce a - 918.8<2.1753 Type III Skrry Seal- 4M,000 BY 2022 Sudsa Seal Proled, project No City of Lafayette Tan Clark Jake Boppess, anoreto - AC Ropens • Concrete - AC Regan - Crock Sal - Ots•9733 3075 Moat DiabloBhd. g1o. 210 825299.3243MOo•712.5918 WA 9i6•B<2.1751 Gack Des • AR Chip • AR Chop- 47,653 6Y 32,495,661.00 S2,515,623.00 Non Non SRli022 0 1&121i022 Gonenl ConnQor Lafayette, CA 94UO ",kgd hfayed°.a.us Mkrosuetadng Mkxosaeeng • 19SA04 BY to kton Coy of Steclden Michael Hawrtrorro Haw Lo of Straw Resudsdnp program FY 425 N, EI Dersdo Strove 92ael 99 WA Vusuf Leafs Story Seal and Strlpng Slaty Soot • 273,000 BY WW,275 OD STM.417.00 None Nora 1011212022 0 111901=1 Gonenl Contractor M21-22 Skrry Seal Pro),d Stockton, Mwahome@ns hilceook, orp 918-612ow* City Of Fobom Ryan Cnence Jake Boggess. Powmen Resafaaq FY 21.22 SO Nalems of b Feom, CA 95630 916-461.6713 rctrona�foWmcwn WA 918.842•t751 Mcm"rhi sp s a to fa rg - 20M Ton $1,063,250.00 $1.153.109.00 None None S129r=2 0 11115JM23 General Co tnQof City of Eswer halm Guld%ft- FY-22 Cape Saw & Mcm-fe rp 137 With F streat 55stmin 27 WA Y=O Lewis Cape Saw see Mcrosudau:ry aeeMos Cap. Soot d vrtaap • 44,176 BY f309,927 00 f311,727 00 N None r Nor Off & 0 716lID22 i3onnl nt CenuYw Ported Enter, CA 93221 m romgoldstrerruQpnM tom 916-642.1751 Ceaey, of San Mateo Zack Amn Jake Bo@3eta, Rtmw Gw•klcm.s inv- AR Cep* Sol- 5.8W BY nt 2022 PInis aphsarwlcper n pro SW Canty Cadet, Son Flow Redwood City. CA 94=1 65"99.1465 zaz2nrazmepov.arp WA g16847-1751 Psv.rr.nt Rows•strpq kro MsatauxV • 94.000 BY Sim Seal- 211,510 BY 32 473,490.44 32.359.243 00 None Non W20=2 0 4rdOM23 Geral Contd mor n Town of La Gatos Slryah Sbesttr FY 2021.22 straw Rear and Man &met 40s-395.1437 WA Ytri Lewis Mary Seal and Rubber aw Sksry Sat- 24.777 BY f2,262A24 tS f2,261,9[9 W Non Non 71b2022 0 9y1272022 General Contractor Reswftcrq "or ls. CA. 95030 ashesttaQbsgetoe 9o`1 pt6642.1751 seal Asphalt Rubbar Caw Seel - 156315 BY Coy of Roseville Jesse KtWkar Hot Mil PavinplAC Repass, Hot MN PawuyAC Revers • 8.OW IN On Call Roadway and Tnl MaMorona 311 Vernon st. 918.7745434 WA Jake Bopgose, Hot Applied Rlbbor Chop Hot Applied Ribber Chip 8al•168,300 BY f5,266,494.00 $3,131,185-33 None Nam 9113ri021 0 1111J2021 GeronlContndor Ssrwas RaovM, Calrome 9W76 916b42.1751 peal, Mcroswfsdq Mkrosuofadn9- 2,600 IN 2021 CSA Rosafaap Projod Yuba Cot ty 91S 6tn St. Crslp Hw sd 530 7495417 WA Jake Boggess, FtNn Bkrry Sal, Crack Sal Fbot Skrry Sal • 401,519 BY $1,0'99,406.t4 31,150,578.85 None Non 7J13I2021 0 9/3d2021 Gonenl CeMndor MarysvYa, CA, 959D1 darbodeco Ida ce to 918$42.1751 Crack Sew- 10-76 MI City of Stockton Dorn Phan Crack S&SWO \bras street► 425 N, El Derada Sheet 200.937 SM WA Yv3d Lewis mod, Beal Cmdk Seal 560.4100 BY 320S,300 00 3267,965 50 Nor Nor 5151M21 0 614=1 General CwaraQet StoQdon, CA 95202 Thitt PM gov 916.842.17S1 Arrxss SVett Repair ant Raahcep Town of La Gets Kavw Sgz ehs Yuan! laws AR sew Seel Chic Bow• 36,400 BY AR CaSeal I XG BY w Nor Nero Gonerstcortrsdor Skrry Sew Rubber Caw Seal 110 E. Mani Sbeat a LGatos. CA 9503D 408 827.3549 ksoitrktgedbagatdta Gov WA 916.6t2.1751 Cr ck seal $.krry sal Co AR Chip Sow, 260,000 BY Mary Sal Crack Seal f1.11OW512 43 31,960,512.45 601=020 0 &16J20M 2020 Cape Seal and Mmaurlaap County of San Mateo 555 County Gdw Zack Amn 85D593.1435 WA Jake Bapgose, sew Seal. Creek Seal. 96,910 BY Cow Sal Crack Seal. 4,850 BY 31,360,93t 40 f1,380,934-/0 tone "Ore 81301M20 0 10157M70 General Contractor project Redwood City, CA 94063 nawawnew ,orp 916.8 4751 Mcmeahcmp Mcrosaheep RFP n Treatment Grremn County of El owed* oat Cevl Brim Mdbro 530.400.8t04 WA Y1W Laws ryf» II Macrosurfa Typo II Mxro 13136.3 SV Rubber Chap Seat $1.092.775 00 31.092,775 00 Non Nora N1112020 0 7123/2020 Gonenl Contractor &Surface Park Park & OLnoM Spnps Placentas. . Cal Racervilo, Catalans 05487 bnenmlltrnoQedcgov.ua 918.842.1751 al Rubber Chap Meal 136.367 SV Fnrront. CH d 3300 Capitol An. Edward Nakayama Yudt! Yusd Laws 2020 PaNnnnt Crack Seal Protect Frernat, CA 9l536 51DA94 4M WA 916442-1751 pock Seal 45,000 LBS Crack Seal 5255250 00 5269,335 EO None Nerw 3172O20 0 OQW0409.8404120 Crenenl Contractor aeb oyamsafrenora 9- a County of Stt, Berber Taylor Cuban P•r•mml PnaervabA, Plea C 10/0 odes Street, MTE 8700 STE 109225.@00 02M WA Jake Boggess. Asyut Rubber Cho Seal. AR Crap Soot 258,483 BY. Skrry Sea1259,463 32.459,5O0 00 $2,572.161 BD t/aar Nora 5151020 0 S14l2020 General Contractor Modesto, CA 01354 cem 9164112-1751 Murry Seat peek Seal SV 50 LNMI Creek Tnabnent Fnmon. City of Edwwrd Nakayans MO Pavia -44 Crack Seat project 3300 Cap" 510.t9a 4775 WA Vuseit Laved Crsckgasl 50.000 LOS Crack Sul $270.00000 f234,101.20 Nana Nora 51`211112019 0 7r2002019 General Contractor Fnnert, CA 94Wa 916442.1751 City of Coda 2018 Paverrord Crack Sealing 221 VASI Pm Street P 0. BOX 3005 Lodi, CA IIS241 • Andrew Dakynpla 209 333 61100 adakyrnpleQW4 pour WA Yusuf Lewis 918-042-1750 Cock Stall pack Seal- 878,690 SF 536,698 Its 565,463.96 Microne No 411Sn2019 0 5J152019 Gannl Contractor 1910 Kings County CMAO Seal at Various Kxgs County 1400 W. Lacey Bald t7omns Tyb=ki Yusul Lowe Locations Hviord CA 03230 55 aw2696 WA 916fi42.17s1 gib Seal oN'.NC &Ili Cap Seal 293.351 SY s441,e20IX) $441.11M 00 None Neal 7130/2019 0 10"ISQ019 Sub Contractor donut tybrakow logy cal w Dryco Conbueton, Inc. 42745 Ryan Saw Fri none, Tests Parking lot optical Read. 510. 773.8855 WA YuN( O Cho Seal 31W & 5r16• Cab Seal 31a' 75 TN Cfq Seal 5/18. 75 TN f03,itID 00 303,180.00 Nora Non N/4/2019 0 6l2112019 Sub Contractor Fremont, CA 943M rfamQdrym coin 918�842.175/ 2019 Asyut Rubber Cape Seal and County of Contra Cuta Dente Monte AR Binder (AR Cho SeQ 914 TN, SenerrVa Micro-Sutoa Sul Protect No 0672- 235 Closer Drwe 925-728-tg0/ WA Yuai Lewis Asphalt Rubber Chip Soak (AR Cap Stet) 6.395 TN„ Skrry Seal 2.918 $3.321-062.00 53.540.571.20 None None Yjarm9 0 9/2712019 Gotinl Contreaor 5IRt64-19aV672 Martnal, CA 94553 darfe.AnerateOp-coceuray an 9t6442.1751 Story Seel Merosurlspp TN, Mapeaurfecig (Aggregate) 605 TN, Mrsoautaeerg (EmAAson) 109 TH Zirfaa0ol Subdiinon Double pip Seal & ply d Nape 1193 Third Street Funk Licdo 7072598377 WA Jake Boggess. eke Boggess. Ow+blo Chap gaol Chip so ouble ChipSe 25,000 BY Double Cap Sul 25,000 BY S2S%eas 00 f259,85100 None None 9/1r"ll 0 10n1=9 Gonnl Contractor Morosurtearg, RDSI reaps. CA WSS9 tort lciloCcouriyofnaps orp Micro scv Bayeade Cabe & a" Seal Protect County of San Mateo 555 County Carder Zack Amu 850.599.1!&5 WA Jake Boppax, ape Seal wmWoaafa ceig Top layer, Skrry Seal, Cock 06,270 BY Cape Seal wfMacrosufac rg Top i1,661,025 00 f1,505,289 43 Non None 6131'J019 0 6R7l20t8 Oonen1 Contractor Redwood CH. CA 94083 amrt�suroyov.orp 9/6$42.1751 gaol Layer. t05,340 BY Slurry Seal of Mission Bah Tnn Approx 850, 750 BY TRMBS Shrry 2019 Local Street* ilsa Slurry 01 a 201 os MCA WA Yusus Uwe TRUSS Murry Soak REAS Seek f7,093,692.40 f7,099,892.40 None None d&2019 7 t012212019 General Contractor Project Seal Protect San Jose, CA 95110 9 11 ran@s r4ouc bMtnnQsarijosao.gav 010-042.1751 Curry Soot Crack Fill 463,207 GY REAS Slurry Oea1,105 TN Crack Fill purarrent Prosorahon protect City of Morro Bay Jarod Whalon Type 11 Slurry Seal. f6,000,000 (20162017,2018•) Us Harbor Of 0 S-7724LSU WA Tm^Mod, For Uicre, AsphaltRubber Approx 40D,000 BY Year 1 d 6 yea afnway t Melon re w.o TOO Non None 2016.2020 0 ME opexg General ContractorStep, City ofMono Bay Mend Bay, CA 93442 "twaver o-OsW .gov 916-642.1751 Chp, FDR, Cape Seal. 3 renswed contract anenly fa 8 yeas Type ell Moo Cry of Wakes Croak Microol a tmu ne 2019 berry Soot Protect. Contract 15-31 low N us. St. 9254043-SM WA Dion File' Story Soak St Crack Seal 116.045 BY Skrry Seal• Crack Seat $365,822.00 5321,072.00 Non Nara 711/2019 0 7/tQ019 General Contractor Veaxl Creak, CA 94M rawOor-a"I eltcraek prp 918-842.115t Pavetlent Murry Seal & Crack I" CH of Folaem 50 hatons St 9 yen Chance WA Vuvj Lewis Murry Seal & Crack F11 5.000 TN GWry Sul Type I1, 400 TN Skrry f2,172250.00 52.295,750.00 Non Non 7/26f20t8 0 6l30FJ019 GarrM Contractor FYIS-19 Fvlvim CA roha mocittwn urrn 916-642.1751 Soot Type 1, 75,000 LOS Crack Flap 2013 Street Trulrnnt Projects. City City of Los Aloe 1 North San Art- Road Los Victor Chan 00-947.2780 WA YAat1 I-.25.770 Mcroswfaang, Slurry Seal GV Mbroauf aci g, ODD SY Murryf366,105.00 f400.127.63 None Non all/20192019 0 7lY2019 Genial ContractorAlley Resur1 Resurfacing pro )ad Ales, CA 94022 vchonabsatoaa. gov 916.642.1751 Seal County of Placer Kern Tabs, 2010 Merosudace Protect 11428 F Me 53M89.7565 WA Jake Boggess, Microsufackng Typo It Micreau4esng 3.900 TN $1.179.950 00 $1.208.200-00 None None 711712010 0 8111012019 Generol Contractor AAbun, CA. 95600 ktaberQplacer.ce.gov 910442.1751 2018.2019 Slurry Basin 8 City of San CRY of can Mateo 330 Vest 20th Ave, Map Up 650.522-730D WA Ywtl Lowe Crack Seal, SI ry goal " Gads Seal, Slurry Seal ta,655 BY f208,710,00 f20B,830.00 None None 12/112016 D 1211/2018 Ganenl Contractor Malec Son Mateo, CA 94403 ma90clydxsretao.oq 916442-1751 104.835 By City of Maras Edo Do Les Ssnce 2010 CtywW Murry GaalProteet Coy of MarinerMarineu Ave, WA TunS hrrW, TypeMurrytl Murry Mea Murry 498,7033E Typo II rry f201,045 W f168,118 00 Non None 1OO172d18 0 10/31ROt8 Ca Oanenlntncter Mars t13903 CA, CA, ti31.884.1205 9164Q•175/ adeMaartas�ctyosrrrve. org 2018 Street Slim Seal Program Cty of City of Newark 37101 Newark Bwd, Tmq Train 5S0.578.4298 WA ea iTt Sctrrchn tl. C44.1?51rack Seal Murry Seal p65 Crack Seal S4S,SBS SF, Syery Seal 3239.032.81 SM.00091 None Non w30r20t6 0 9130ROt6 General Contractor Ns+nrk a Nowk5W , CA 94 Varg-tranQrswark erg SF City of San Jere Octave Duren 2018 Street Seating Protect 201 W Mason St, 408-794-1986 WA Tun SdAmd, Nypoaurb tag, Crack Fe 15,4W TONS ofMo osurfaoeq 108 TOLC3 ofSan St0.<9526500 510.663254.95 Non None 712Gr10S0 0 BfJOlJOt9 General Contractor Jox, CA 93110 adores dueanQxeypsoea pour 910.642-1751 pack Fill Ruufacig 20t8 City of Eureka Scou Elsrroaa No 2018-20 531 K Street. 707t89-5420 WA Tin Sctnq' Murry Seal Type If Murry 194,0l6 BY Type III Skrry, 379a.705 00 ST66,705 DO None None 6120/2015 0 Br25r2018 General Contractor Eureka Struts Eureka, CA 9WG1 aalhnooreQo arrkil d.gov 910.64b1751 142.100 BY city of trnon City 2016 Slurry Seal Project 34002 Aware lo•Nbs Road tknn Murray Chang WA Jan Sd1md, Type 11 Murry Soot Typo 11 Sony Seat - 123.435 BY $539,775 0D Sffi9,775.00 None None Suner 2016 m 0 Sumner 2016 puns City California 94587 (510) 675.5305 915-642.1751 County of Sorts Clore peter CruzLawrence Expressway Pavenent 70 kMlsl Hackling Street 405.5T32423 WA TM SMmd, Mcroaulatrq Type 11 Type Microaurfacnp Type 11. 309,500 SV Type 111- 3904,251,00 3994,251,00 Non Non 2015 0 2015 Sub Contractor Rehabilitation Protect East Vykg, lOM Floor Peter ctucarda.sngov org 916-642-1751 Ito 237.750 BY San Jose, CA 951 t0 Cry of Cabtoge Min train 20t5 Micreaudacag Protect 1232 LhhsMigton St, 707-942.2782 MKVnQp psstoga-us Milk. Bub- WA Tin Schad, 916-642.1751 Type 11 M crowrfaap Type it Mkxosudaewq M. 123 SF fs99,S50.00 f<09,550.00 None Non 2015 0 2015 Prx +r Colstega, CA 94515 530-510-6414 2015 Murry Sul and Curb Rang Cry d El Cattle Gtnrdo Aft Jan Teri Sc SCMnd, Pro, 10690 San liable A". (510) 215-4322 WA .1751 Type It Skrry Seal Type tl SuSeal - 43.899 BY rry $126273 00 S1M273 W None None Fall 2015 0 Fell 2015 Ra n El Canton CA 94530 GAviQct dotnto co us a 2016 Residential Skrry Sul m t- Coy of Terrance 3001 Torrance Bwd. Sb _ 62orn WA _ Tim S Type 1. Type 11 Murry Seal Type 1. - 891.700 SF pe 11 -1.9N.� SF S4.033.6m 00 54.033,688 00 Non Non 2015 0 2015 Prkn 1592016 Torras, CA 90503 3168 2-175/ Sul Bond Number: 024289829 Premium: Included in Performance Bond Payment Bond The City of Cupertino ("City") and Pavement Coatings Co. ("Contractor') have entered into a contract for work on the 2026 Pavement Maintenance Phase 2 Project ("Project"). The Contract is incorporated by reference into this Payment Bond ("Bond"). General. Under this Bond, Contractor as principal and The Ohio Casualty Insurance Company its surety ("Surety"), are bound to City as obligee in an amount not less than $2,599.235.00, under California Civil Code § 9550 et seq., to ensure payment to authorized claimants. This Bond is binding on the respective successors, assigns, owners, heirs, or executors of Surety and Contractor. 2. Surety's Obligation. If Contractor or any of its Subcontractors fails to pay a person authorized in California Civil Code § 9100 to assert a claim against a payment bond, any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of Contractor and its Subcontractors under California Unemployment Insurance Code § 13020 with respect to the work and labor, then Surety will pay the obligation. 3. Beneficiaries. This Bond inures to the benefit of any of the persons named in California Civil Code § 9100, so as to give a right of action to those persons or their assigns in any suit brought upon this Bond. Contractor must promptly provide a copy of this Bond upon request by any person with legal rights under this Bond. 4. Duration. If Contractor promptly makes payment of all sums for all labor, materials, and equipment furnished for use in the performance of the Work required by the Contract, in conformance with the time requirements set forth in the Contract and as required by California law, Surety's obligations under this Bond will be null and void. Otherwise, Surety's obligations will remain in full force and effect. 5. Waivers. Surety waives any requirement to be notified of alterations to the Contract or extensions of time for performance of the Work under the Contract. Surety waives the provisions of Civil Code §§ 2819 and 2845. City waives the requirement of a new bond for any supplemental contract under Civil Code § 9550. Any notice to Surety may be given in the manner specified in the Contract and sent to Surety as follows: Attn: Liberty Mutual Surety Claims Address: P.O. Box 34526 City/State/Zip: Seattle, WA 98124 Phone: (714) 634-5717 Email: Nicholas. Broderick@LibertyMutual.com Law and Venue. This Bond will be governed by California law, and venue for any dispute pursuant to this Bond will be in the Santa Clara County Superior Court, and no other place. Surety will be responsible for City's attorneys' fees and costs in any action to enforce the provisions of this Bond. [Signatures are on the following page.] 2026 Pavement Maintenance Phase 2 PAYMENT BOND Project # 2026-102 Page 6 7. Effective Date; Execution. This Bond is entered into and is effective on May 11, 2026 2026. SURETY: The Ohio Casualty Insurance Company Business Name Marisella Rivera, Attorney -in -Fact Name, Title 77 May 11, 2026 Date (Attach Acknowledgment with Notary Seal and Power of Attorney) CONTRACTOR: Pavement Coptit Business7!,,- sl J a A/e s ,l s/ Name, Title Vice President BY CITY: Date _ Date END OF PAYMENT BOND 2026 Pavement Maintenance Phase 2 PAYMENT BOND Project # 2026-102 Page 7 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 May 13th, 2026 before me, Date personally appeared James wu J Gettle, Notary Public Here Insert Name and Title of the Officer Nome(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons) whose name(s) istare 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. aTTLyJ.0M.- LE.- Notary Public - California L Riverside County C mission M 2SH664 µy Comm. Expires Nov 17, 2029 r Place Notary Seal andlor Stamp Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Signot re of Notary Public 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: Signer(s) Other Than Named Capecity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): © Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Other: Signer is Representing: Ccf2017 National Notary Association Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): Pariner — ❑Limited ❑General ❑ dividual ❑ Attorney in Fact ❑ Tr tee ❑ Guardian of Conservator ❑ Other: Signer is ng: 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 May 11, 2026 before me, Brigid Lopez, Notary Public , Date Here Insert Name and Title of the Officer personally appeared Marisella Rivera Name(s) of Signer(4 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(o is/axe subscribed to the within instrument and acknowledged to me that f e/she/ttxey executed the same in Ws/her/their authorized capacity(ies), and that by bis/her/tf7ieir signature(f) on the instrument the person(, or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. yi,,.oFrF BRlclo LOPEZ f w Notary Public - California Signature LG�! < orange Ccumry Sign re of Nota Publi Commission # 2444630 cc — My Comm, Expires May 2, 2027 Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Corporate Officer — Title(s): Partner — _1 Limited Li General Individual Attorney in Fact I- Trustee Guardian or Conservator 1 1 Other: Signer Is Representing: Signer's Name: Corporate Officer — Title(s): Partner — Limited i.=; General Individual ❑ Attorney in Fact Trustee Ll Guardian or Conservator I Other: Signer Is Representing: 02014 National Notary Association • www,NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 Liberty POWER OF ATTORNEY Mutual. Liberty Mutual Insurance Company SURETY The Ohio Casualty Insurance Company West American Insurance Company Certificate No: 8214065 - 971991 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, Marisella Rivera 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 , 2025 . c m t`o State of PENNSYLVANIA ss a> > County of MONTGOMERY Liberty Mutual Insurance Company tNaU tY INS& tNsup- The Ohio Casualty Insurance Company aJPoo�O��'yp �aJ onPOa jR4y `�troo�ORr��p West American Insurance Company 1912 c s 1919 o a 1991 0 d�0°�cHua Ada O� yArr�D Y6,y �� /oiax��dD By: T * > yl * D M * ti Nathan J. Zangede, Assistant Secretary �0 On this 20th day of May 2025 before me personally appeared Nathan J. Zangede, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance c`Oo 02 m Company, The Ohio Casuaity 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. > 0@C 0 1 IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. 5- a0 SN PAS. _ 0 1�Q o ff° x,� �:�� Com"'°T Pwwca' Ndaq PLbk c o � 0 OF My commission °)has March 28, 2029 By; 0 a)vP�p P armspada a/eresaPastefla,NotaryPublic Q `o Wirles cn Ry 0 v a) 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 � 0.9 Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: a CO L - ARTICLE IV— OFFICERS: Section 12. Power of Attorney. oo 6 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 v . 6President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety r-'_ C any and all undertakings, bonds, recognizances and other surety obligations. Such allomeys-in-fact, subject to the limitations set forth in their respective powers of attomey, shall c 3 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 o d z 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 attomey-in-fact under the f m 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. ti c 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 attomeys-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 attomeys-in-fact subject to the limitations set forth in their respective powers of attomey, 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 Nathan J. Zangerie, Assistant Secretary to appoint such attomeys-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 Companys 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 certity that the original power of attomey 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. INTESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this I Ith day of May 2026 . P� INSp/�tY INSU %NSU VQa°ar°ry�L o� _ - 191 3 y=1919�o 7U.1 1991 � By. v d �g8�cxue D O yn ` y MoJA D Renee C. Llewellyn, Assistant Secretary i tMSjr2873_LM►Gt IGINATCtMWUC.02r24 Bond Number: 024289829 Premium: $11,710.00 Performance Bond The City of Cupertino ("City') and Pavement Coatings Co. ("Contractor') have entered into a contract for work on the 2026 Pavement Maintenance Phase 2 Project ("Project"). The Contract is incorporated by reference into this Performance Bond ("Bond"). General. Under this Bond, Contractor as principal and The Ohio Casualty Insurance Company its surety ("Surety"), are bound to City as obligee for an amount not less than $2,599,235.00 to ensure Contractor's faithful performance of its obligations under the Contract. This Bond is binding on the respective successors, assigns, owners, heirs, or executors of Surety and Contractor. 2. Surety's Obligations. Surety's obligations are co -extensive with Contractor's obligations under the Contract. If Contractor fully performs its obligations under the Contract, including its warranty obligations under the Contract, Surety's obligations under this Bond will become null and void. Otherwise, Surety's obligations will remain in full force and effect. 3. Waiver. Surety waives any requirement to be notified of and further consents to any alterations to the Contract made under the applicable provisions of the Contract Documents, including changes to the scope of Work or extensions of time for performance of Work under the Contract. Surety waives the provisions of Civil Code §§ 2819 and 2845. 4. Application of Contract Balance. Upon making a demand on this Bond for completion of the Work prior to acceptance of the Project, City will make the Contract Balance available to Surety for completion of the Work under the Contract. For purposes of this provision, the Contract Balance is defined as the total amount payable by City to Contractor as the Contract Price minus amounts already paid to Contractor, and minus any liquidated damages, credits, or backcharges to which City is entitled under the terms of the Contract. 5. Contractor Default. Upon written notification from City of Contractor's termination for default under Article 13 of the Contract General Conditions, time being of the essence, Surety must act within the time specified in Article 13 to remedy the default through one of the following courses of action: 5.1 Arrange for completion of the Work under the Contract by Contractor, with City's consent, but only if Contractor is in default solely due to its financial inability to complete the Work; 5.2 Arrange for completion of the Work under the Contract by a qualified contractor acceptable to City, and secured by performance and payment bonds issued by an admitted surety as required by the Contract Documents, at Surety's expense; or 5.3 Waive its right to complete the Work under the Contract and reimburse City the amount of City's costs to have the remaining Work completed. 6. Surety Default. If Surety defaults on its obligations under the Bond, City will be entitled to recover all costs it incurs due to Surety's default, including legal, design professional, or delay costs. 7. Notice. Any notice to Surety may be given in the manner specified in the Contract and sent to Surety as follows: Attn: Liberty Mutual Surety Claims Address: P.O. Box 34526 2026 Pavement Maintenance Phase 2 Project # 2026-102 PERFORMANCE BOND Page 8 City/State/Zip: Seattle, WA 98124 Phone: (714) 634-5717 Fax: (866)547-9060 Email: Nicholas. BroderickaLibe&Mutual.com 8. Law and Venue. This Bond will be governed by California law, and venue for any dispute pursuant to this Bond will be in the Santa Clara County Superior Court, and no other place. Surety will be responsible for City's attorneys' fees and costs in any action to enforce the provisions of this Bond. 9. Effective Date; Execution. This Bond is entered into and effective on May 11 , 2026. SURETY: The Ohio Casualty Insurance Company Business Name s/( � — Q,41 . Marisella Rivera, Attorney -in -Fact Name, Title May 11, 2026 Date - (Attach Acknowledgment with Notary Seal and Power of Attorney) CONTRACTOR: Pavement Coatin Business Nam0. s/ Ja es , Ce President N /ED APPITY: s/ Name, Title ---------- Date Date END OF PERFORMANCE BOND 2026 Pavement Maintenance Phase 2 PERFORMANCE BOND Project # 2026-102 Page 9 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 May 13th, 2026 before me, Ottly J Gettie, Notary Public Dote Here Insert Nome and Title of the Officer personally appeared Jameswu Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) islare 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, +�+ o MY J. GEMI Natary public - California Riverside County COmMIlWon a 2536664 asy COMm. Expires Nov 17, 1029 W Place Notary Sea/ and/or Stomp Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. V Signature Signotur of Notary Public -- - — -- OPTIONAL Completing this information can deter alteration of the document or `ifraudulent reattachment of this form to an unintended document. Description of Atta, Title or Type of Doc Document Date: Document Signer(s) Other Than Named Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Titie(s): ❑ Partner — ❑ Limited ❑ General * Individual ❑ Attorney in Fact ❑ Trustee © Guardian of Conservator ❑ Other: Signer is Representing: Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): Partner — 1❑ Limited ❑ General dividual ❑ Attorney in Fact ❑ Tr tee ❑ Guardian of Conservator ❑ Other. Signer is R resenting. �sts�iisa►�#Ja£�kie%>�[��r�iif�i+t►i�r�6e�fi4��k4tri�s�r�3�#� _ 3'!� ..rs� 02017 National Notary Association CALIFORNIA• • • 9i .N .V..tA .A .N .A .N .v. .N .�A .A .A .A .Y. .N .A .b1 .iw ,N .i� .til .oA .� .'A .'•� .w s� ,A .v� W ,A .v� ,A .A .A .f._.A_.A .9� .� .A A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On May 11, 2026 before me, Brigid Lopez, Notary Public Date Here Insert Name and Title of the Officer personally appeared Marisella Rivera Name(s) of Signer( who proved to me on the basis of satisfactory evidence to be the persons) whose name(4 is/axe subscribed to the within instrument and acknowledged to me that Ike/she/they executed the same in Ws/her/their authorized capacityNs), and that by his/her/their signature(s) on the instrument the person(, or the entity upon behalf of which the person(g) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. BRIGID LOPEZ Notary Public - California x Orange County s Signature Commission k 2444630 Sign re of Notry Publi OffEl—"m y Comm, Expires May 2, 2027 r Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Corporate Officer — Title(s): Partner — Limited r . General Individual :i Attorney in Fact Trustee i--i Guardian or Conservator Other: Signer Is Representing: Signer's Name: C Corporate Officer — Title(s): ❑ Partner — -; Limited i7 General ❑ Individual Attorney in Fact F1 Trustee IJ Guardian or Conservator r? Other: Signer Is Representing: ©2014 National Notary Association - www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907 Liberty POWER OF ATTORNEY Mutume Liberty Mutual Insurance Company SURETY The Ohio Casualty Insurance Company West American Insurance Company Certificate No: 8214065 - 971991 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, Marisella Rivera all of the city of Placentia state of CA each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and ail 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 , 2025 . rn N o) c 0` 3 ca State of PENNSYLVANIA � County of MONTGOMERY ss tNSu '11 INS& d %NSU J OOL J3 �e�rPb�Zci �GPoo�o�+�y0 �3 Po ko 1912 0 ° Al 1991 C) Y 30. yt 0 4 0 "A * d,9��°�cNub �aa ° `�NaB�D Ys��"OIAN��aa By: o0 On this 20di day of May 2025 before me personally appeared Nathan J. Zangerle, who acknowlei ca Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being au a) �FU > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. a) IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, P, C .rn �'yPONw STFC Commonwealth of Pennsytvanla- Notary Seal �C�= 9 Teresa Pastetia, Notary Public N OF Montgomery County O +. My commission expires March 28. 2029 B Commission number 1126044 Y: Member. PannsyNenie Association of Notaries Ch (a 0 4qy � This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Autho EInsurance Company, and West American Insurance Company which resolutions are now in full force and effect readi 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 9 = 0 President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Cc > r— any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject o a) have full power to bind the Corporation by their signature and execution of any such instruments and to r Z 0 instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power oI provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the office 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 subje shall appoint such attomeys-in-fact, as may be necessary to ad in behalf of the Company to make, executE, bonds, recognizances and other surety obligations. Such attomeys-!n-tad 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 Nathan J. Zangerle, Assistant Secretary to appoint such attorneys -In -fad as may be necessary to ad 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. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do her 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 n9t.bben.revoked.. KTESTINt60rJHEREOF, I have hereunto set my hand and affixed the seals of said Companies this I Ith day of May 2026 . 1NSV �S`r INS& � 1NSU - _ - _ - J 3 opvcrrq �'Lc,� �J3�p4voq�r�'Pgyn `VP 4opror�� yc U - _ - - 1912 ° 0 1919 � 1991 0 By Renee C. Llewellyn,Assistant Secretary LMS_ 12b13 Lk41C OCIE WAIC Mufti Co 0224 CITY OF CUPERTINO PUBLIC WORKS DEPARTMENT • 10300 TORRE AVENUE • CUPERTINO, CALIFORNIA 95014 PROJECT MANUAL FOR THE CAPITAL IMPROVEMENT PROGRAMS' 2026 PAVEMEN' MAINTENANCE PHASE 2 Bid Dates: Bid Package posted: Friday, March 6 RFI's due date: Thursday, March 19, 2pm Submittals due: Thursday, March 26, 2pm APPRfD BY: Chad Aosley, PE, Director of Public Works & City Engineer 2026 Pavement Maintenance Phase 2 PROJECT INFORMATION Project # 2026-102 Page 1 PROJECT INFORMATION: Location: City of Cupertino, various streets throughout the City. Project Overview: The project consists of removing pavement striping, markers and legends, applying Fog Seal, Slurry Seal, Rubberized Chip Seal, and replacement of pavement striping, markers and legends PROJECT DIRECTORY City Representative: City of Cupertino *Use this Address for Stop Notices Jo Anne Johnson 2026 Pavement Maintenance Phase 2 City of Cupertino - Public Works 10300 Torre Avenue Cupertino, CA 95014 PH: (408) 777-3354 Email: joannej@cupertino.org 2026 Pavement Maintenance Phase 2 PROJECT INFORMATION Project # 2026-102 Page 2 TABLE OF CONTENTS NoticeInviting Bids...................................................................................................................1 Instructionsto Bidders.............................................................................................................3 BidProposal..............................................................................................................................9 BidSchedule...........................................................................................................................12 SubcontractorList..................................................................................................................15 Noncollusion Declaration.......................................................................................................16 BidBond..................................................................................................................................17 Bidder's Questionnaire...........................................................................................................19 Contract...................................................................................................................................25 PaymentBond.........................................................................................................................30 PerformanceBond..................................................................................................................32 GeneralConditions.................................................................................................................34 Article1 - Definitions...............................................................................................................34 Definitions.............................................................................................................................34 Article 2 - Roles and Responsibilities....................................................................................37 2.1 City............................................................................................................................37 2.2 Contractor.................................................................................................................37 2.3 Subcontractors..........................................................................................................40 2.4 Coordination of Work.................................................................................................41 2.5 Submittals.................................................................................................................41 2.6 Shop Drawings..........................................................................................................42 Article 3 - Contract Documents..............................................................................................43 3.1 Interpretation of Contract Documents.........................................................................43 3.2 Order of Precedence.................................................................................................43 3.3 Caltrans Standard Specifications...............................................................................44 3.4 For Reference Only...................................................................................................44 3.5 Current Versions........................................................................................................45 3.6 Conformed Copies.....................................................................................................45 Article 4 - Bonds, Indemnity, and Insurance..........................................................................45 4.1 Payment and Performance Bonds..............................................................................45 4.2 Indemnity...................................................................................................................45 4.3 Insurance..................................................................................................................46 Article5 - Contract Time.........................................................................................................48 5.1 Time is of the Essence...............................................................................................48 5.2 Schedule Requirements.............................................................................................48 5.3 Delay and Extensions of Contract Time.....................................................................50 5.4 Liquidated Damages..................................................................................................53 Article 6 - Contract Modification.............................................................................................54 6.1 Contract Modification.................................................................................................54 6.2 Contractor Change Order Requests...........................................................................55 6.3 Adjustments to Contract Price....................................................................................56 6.4 Unilateral Change Order............................................................................................56 6.5 Non -Compliance Deemed Waiver..............................................................................57 Article 7 - General Construction Provisions..........................................................................57 7.1 Permits, Fees, Business License, and Taxes.............................................................57 7.2 Temporary Facilities..................................................................................................57 7.3 Noninterference and Site Management......................................................................57 7.4 Signs.........................................................................................................................58 7.5 Project Site and Nearby Property Protections.............................................................58 7.6 Materials and Equipment...........................................................................................59 2026 Pavement Maintenance Phase 2 TABLE OF CONTENTS Project # 2026-102 Page i 7.7 Substitutions..............................................................................................................61 7.8 Testing and Inspection...............................................................................................61 7.9 Project Site Conditions and Maintenance...................................................................63 7.10 Instructions and Manuals...........................................................................................64 7.11 As -built Drawings.......................................................................................................65 7.12 Existing Utilities.........................................................................................................65 7.13 Notice of Excavation..................................................................................................66 7.14 Trenching and Excavations of Four Feet or More.......................................................66 7.15 Trenching of Five Feet or More..................................................................................66 7.16 New Utility Connections.............................................................................................66 7.17 Lines and Grades......................................................................................................67 7.18 Historic or Archeological Items...................................................................................67 7.19 Environmental Control...............................................................................................67 7.20 Noise Control.............................................................................................................67 7.21 Mined Materials.........................................................................................................67 Article8 - Payment..................................................................................................................68 8.1 Schedule of Values....................................................................................................68 8.2 Progress Payments...................................................................................................68 8.3 Adjustment of Payment Application............................................................................69 8.4 Early Occupancy.......................................................................................................70 8.5 Retention...................................................................................................................70 8.6 Payment to Subcontractors and Suppliers..................................................................70 8.7 Final Payment...........................................................................................................71 8.8 Release of Claims.....................................................................................................71 8.9 Warranty of Title........................................................................................................71 Article 9 - Labor Provisions....................................................................................................71 9.1 Discrimination Prohibited...........................................................................................71 9.2 Labor Code Requirements.........................................................................................71 9.3 Prevailing Wages.......................................................................................................72 9.4 Payroll Records.........................................................................................................72 9.5 Labor Compliance.....................................................................................................73 Article 10 - Safety Provisions.................................................................................................73 10.1 Safety Precautions and Programs..............................................................................73 10.2 Hazardous Materials..................................................................................................74 10.3 Material Safety..........................................................................................................74 10.4 Hazardous Condition.................................................................................................74 10.5 Emergencies.............................................................................................................74 Article 11 - Completion and Warranty Provisions..................................................................74 11.1 Final Completion........................................................................................................74 11.2 Warranty....................................................................................................................75 11.3 Use Prior to Final Completion....................................................................................76 11.4 Substantial Completion..............................................................................................77 Article 12 - Dispute Resolution...............................................................................................77 12.1 Claims.......................................................................................................................77 12.2 Claims Submission....................................................................................................77 12.3 City's Response.........................................................................................................79 12.4 Meet and Confer........................................................................................................79 12.5 Mediation and Government Code Claims...................................................................80 12.6 Tort Claims................................................................................................................80 12.7 Arbitration..................................................................................................................80 12.8 Burden of Proof and Limitations.................................................................................80 12.9 Legal Proceedings.....................................................................................................81 12.10 Other Disputes..........................................................................................................81 Article 13 - Suspension and Termination...............................................................................81 13.1 Suspension for Cause...............................................................................................81 2026 Pavement Maintenance Phase 2 TABLE OF CONTENTS Project # 2026-102 Page ii 13.2 Suspension for Convenience.....................................................................................82 13.3 Termination for Default..............................................................................................82 13.4 Termination for Convenience.....................................................................................83 13.5 Actions Upon Termination for Default or Convenience...............................................84 Article 14 - Miscellaneous Provisions....................................................................................85 14.1 Assignment of Unfair Business Practice Claims.........................................................85 14.2 Provisions Deemed Inserted......................................................................................85 14.3 Waiver.......................................................................................................................85 14.4 Titles, Headings, and Groupings................................................................................85 14.5 Statutory and Regulatory References.........................................................................85 14.6 Survival.....................................................................................................................85 SpecialConditions..................................................................................................................86 TechnicalSpecifications..........................................................................96 EstimatedQuantities............................................................................130 CityDetails.....................................................................................:..144 CaltransStandard Details......................................................................145 LocationMap.....................................................................................146 TruckTraffic Restrictions.....................................................................147 2026 Pavement Maintenance Phase 2 TABLE OF CONTENTS Project # 2026-102 Page iii Notice Inviting Bids 1. Bid Submission. City of Cupertino ("City") will accept sealed bids for its 2026 Pavement Maintenance Phase 2 Project ("Project"), by or before March 26, 2026, at 2:00 PM via electronic submission to the City's "Business Opportunities" online portal in the manner set forth in Section 1 of the Instructions to Bidders, at which time the bids will be opened by the City. Project Information. 2.1 Location and Description. The Project is located at various locations throughout the City of Cupertino and is described as follows: The work generally consists of Rubberized Chip Seal, Slurry Seal, and replacement of traffic striping and legends. 2.2 Time for Final Completion. The Project must be fully completed within 80 calendar days from the start date set forth in the Notice to Proceed. City anticipates that the Work will begin on or about September 8, 2026 but the anticipated start date is provided solely for convenience and is neither certain nor binding. 3. License and Registration Requirements. 3.1 License. This Project requires a valid California contractor's license for the following classification(s): Class A or Class C-12. 3.2 DIR Registration. City may not accept a Bid Proposal from or enter into the Contract with a bidder, without proof that the bidder is registered with the California Department of Industrial Relations ("DIR") to perform public work pursuant to Labor Code § 1725.5, subject to limited legal exceptions. 4. Contract Documents. The plans, specifications, bid forms and contract documents for the Project, and any addenda thereto ("Contract Documents") may be downloaded from City's Business Opportunities website located at: https://apps.cupertino.gov/bidManagement/index.aspx. A printed copy of the Contract Documents is not available. 5. Bid Security. The Bid Proposal must be accompanied by bid security of ten percent of the maximum bid amount, in the form of a cashier's or certified check made payable to City, or a bid bond executed by a surety licensed to do business in the State of California on the Bid Bond form included with the Contract Documents. The bid security must guarantee that within ten days after City issues the Notice of Potential Award, the successful bidder will execute the Contract and submit the payment and performance bonds, insurance certificates and endorsements, valid Certificates of Reported Compliance as required under the California Air Resources Board's In -Use Off -Road Diesel -Fueled Fleets Regulation (13 CCR § 2449 et seq.) ("Off -Road Regulation"), if applicable, and any other submittals required by the Contract Documents and as specified in the Notice of Potential Award. 6. Prevailing Wage Requirements. 6.1 General. Pursuant to California Labor Code § 1720 et seq., this Project is subject to the prevailing wage requirements applicable to the locality in which the Work is to be performed for each craft, classification or type of worker needed to perform the Work, including employer payments for health and welfare, pension, vacation, apprenticeship and similar purposes. 2026 Pavement Maintenance Phase 2 Project # 2026-102 NOTICE INVITING BIDS Page 1 6.2 Rates. The prevailing rates are on file with the City and are available online at http://www.dir.ca.gov/DLSR. Each Contractor and Subcontractor must pay no less than the specified rates to all workers employed to work on the Project. The schedule of per diem wages is based upon a working day of eight hours. The rate for holiday and overtime work must be at least time and one-half. 6.3 Compliance. The Contract will be subject to compliance monitoring and enforcement by the DIR, under Labor Code § 1771.4. 7. Performance and Payment Bonds. The successful bidder will be required to provide performance and payment bonds, each for 100% of the Contract Price, as further specified in the Contract Documents. 8. Substitution of Securities. Substitution of appropriate securities in lieu of retention amounts from progress payments is permitted under Public Contract Code § 22300. 9. Subcontractor List. Each Subcontractor must be registered with the DIR to perform work on public projects. Each bidder must submit a completed Subcontractor List form with its Bid Proposal, including the name, location of the place of business, California contractor license number, DIR registration number, and percentage of the Work to be performed (based on the base bid price) for each Subcontractor that will perform Work or service or fabricate or install Work for the prime contractor in excess of one-half of 1 % of the bid price, using the Subcontractor List form included with the Contract Documents. 10. Instructions to Bidders. All bidders should carefully review the Instructions to Bidders for more detailed information before submitting a Bid Proposal. The definitions provided in Article 1 of the General Conditions apply to all of the Contract Documents, as defined therein, including this Notice Inviting Bids. Signed: ` Lauren Sapudar, Acting City Clerk Date: 2/27/2026 END OF NOTICE INVITING BID 2026 Pavement Maintenance Phase 2 Project # 2026-102 Publication Date: 3/6/26 NOTICE INVITING BIDS Page 2 Instructions to Bidders Each Bid Proposal submitted to the City of Cupertino ("City") for its 2026 Pavement Maintenance Phase 2 Project ("Project") must be submitted in accordance with the following instructions and requirements: Bid Submission. 1.1 General. Each Bid Proposal must be completed, using the form provided in the Contract Documents, signed, and submitted to City with all required forms and attachments, by or before the date and time set forth in Section 1 of the Notice Inviting Bids, or as amended by subsequent addendum. Faxed or emailed Bid Proposals will not be accepted, unless otherwise specified. Late submissions will not be accepted. City reserves the right to postpone the date or time for receiving or opening bids. Each bidder is solely responsible for its costs to prepare and submit its bid and by submitting a bid waives any right to recover those costs from City. The bid price(s) must include all costs to perform the Work as specified, including all labor, material, supplies, and equipment and all other direct or indirect costs such as applicable taxes, insurance and overhead. 1.2 Electronic Submission. The Bid Proposal and all required forms and attachments must be submitted in PDF format on the City's "Business Opportunities" portal at https://apps.cupertino.qov/bidManagement/index.aspx. To submit a bid, (1) select the folder icon in the "Actions" column for the Project; (2) select the "Electronic Submission" tab; (3) when the log -in screen appears, enter the log -in credentials used to access the Contract Documents and/or create an account, as appropriate; (4) after logging in, carefully follow all instructions for electronic submission of the Bid Proposal and all required forms and attachments. Each bidder should familiarize itself with the City's "Business Opportunities" portal before the bid deadline. Electronic submission may take more time than anticipated. Each bidder should plan accordingly and afford itself ample time to upload its bid. Bids that are in the process of uploading but are not completely uploaded by the bid deadline will be automatically rejected by the portal. The portal will not allow submission after the bid deadline. 1.3 Bid Posting. The amount of each bid and such other relevant information as the City deems appropriate, together with the name of each bidder, shall be posted on the City website https://apps.cupertino.qov/bidManagement/index.aspx on the first working day following a period of 48 hours after the bid opening and remain open to public inspection for a period of not less than fifteen (15) calendar days after the bid opening. 1.3 DIR Registration. Subject to limited legal exceptions for joint venture bids and federally - funded projects, City may not accept a Bid Proposal from a bidder without proof that the bidder is registered with the DIR to perform public work under Labor Code § 1725.5. If City is unable to confirm that the bidder is currently registered with the DIR, City may disqualify the bidder and return its bid unopened. (Labor Code §§ 1725.5 and 1771.1(a).) 2. Bid Proposal Form and Enclosures. Each Bid Proposal must be completed legibly using the Bid Proposal form included with the Contract Documents. The Bid Proposal form must be fully completed without interlineations, alterations, or erasures. Any necessary corrections must be clear and legible and must be initialed by the bidder's authorized representative. A Bid Proposal submitted with exceptions or terms such as "negotiable," "will negotiate," or similar, will be considered nonresponsive. Each Bid Proposal must be accompanied by bid security, as set forth in Section 4 below, and by a completed Subcontractor List and Non -Collusion Declaration using the forms included with the Contract Documents, and any other required enclosures, as applicable. 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 3 3. Authorization and Execution. Each Bid Proposal must be signed by the bidder's authorized representative. A Bid Proposal submitted by a partnership must be signed in the partnership name by a general partner with authority to bind the partnership. A Bid Proposal submitted by a corporation must be signed with the legal name of the corporation, followed by the signature and title of two officers of the corporation with full authority to bind the corporation to the terms of the Bid Proposal, under California Corporations Code § 313. 4. Bid Security. Each Bid Proposal must be accompanied by bid security of ten percent of the maximum bid amount, in the form of a cashier's check or certified check, made payable to the City, or bid bond using the form included in the Contract Documents and executed by a surety licensed to do business in the State of California. 4.1 Form of Security and Submission. In addition to submitting a PDF copy of the bid security, the wet -inked original bid bond, cashier's or certified check, must be sent to the City via U.S. Mail or a reliable overnight delivery service in a sealed envelope addressed to City of Cupertino, Office of the City Clerk, 10300 Torre Avenue, Cupertino, CA 95014 and clearly labeled with the bidder's legal name and address, the Project title, and date and time of the bid deadline. The envelope containing the original form of bid security must be postmarked or otherwise dated to show that it was submitted to the United States Postal Service or overnight delivery service by or before the date of the bid deadline. 4.2 Bid Guarantee. The bid security must guarantee that, within ten days after issuance of the Notice of Potential Award, the bidder will: execute and submit the enclosed Contract for the bid price; submit payment and performance bonds for 100% of the maximum Contract Price; submit the insurance certificates and endorsements; and submit valid Certificates of Reported Compliance as required by the Off -Road Regulation, if applicable, and any other submittals, if any, required by the Contract Documents or the Notice of Potential Award. A Bid Proposal may not be withdrawn for a period of 60 days after the bid opening without forfeiture of the bid security, except as authorized for material error under Public Contract Code § 5100 et seq. 5. Requests for Information. Questions or requests for clarifications regarding the Project, the bid procedures, or any of the Contract Documents must be submitted in writing to Jo Anne Johnson, Public Works Project Manager, at joannej@cupertino.gov with the following text in the subject line "RFI — 2026 Pavement Maintenance Phase 2". Oral responses are not authorized and are not binding on the City. Bidders should submit any such written inquiries at least five Working Days before the scheduled bid opening. Questions received later may not be addressed before the bid deadline. An interpretation or clarification by City in response to a written inquiry will be issued in an addendum. 6. Pre -Bid Investigation. 6.1 General. Each bidder is solely responsible at its sole expense for diligent and thorough review of the Contract Documents, examination of the Project site, and reasonable and prudent inquiry concerning known and potential site and area conditions prior to submitting a Bid Proposal. Each bidder is responsible for knowledge of conditions and requirements which reasonable review and investigation would have disclosed. However, except for any areas that are open to the public at large, bidders may not enter property owned or leased by the City or the Project site without prior written authorization from City. 6.2 Document Review. Each bidder is responsible for review of the Contract Documents and any informational documents provided "For Reference Only," e.g., as-builts, technical reports, test data, and the like. A bidder is responsible for notifying City of any errors, omissions, inconsistencies, or conflicts it discovers in the Contract Documents, acting 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 4 solely in its capacity as a contractor and subject to the limitations of Public Contract Code § 1104. Notification of any such errors, omissions, inconsistencies, or conflicts must be submitted in writing to the City no later than five Working Days before the scheduled bid opening. (See Section 5, above.) City expressly disclaims responsibility for assumptions a bidder might draw from the presence or absence of information provided by City. 6.3 Project Site. Questions regarding the availability of soil test data, water table elevations, and the like should be submitted to the City in writing, as specified in Section 5, above. Any subsurface exploration at the Project site must be done at the bidder's expense, but only with prior written authorization from City. All soil data and analyses available for inspection or provided in the Contract Documents apply only to the test hole locations. Any water table elevation indicated by a soil test report existed on the date the test hole was drilled. The bidder is responsible for determining and allowing for any differing soil or water table conditions during construction. Because groundwater levels may fluctuate, difference(s) in elevation between ground water shown in soil boring logs and ground water actually encountered during construction will not be considered changed Project site conditions. Actual locations and depths must be determined by bidder's field investigation. The bidder may request access to underlying or background information on the Project site in City's possession that is necessary for the bidder to form its own conclusions, including, if available, record drawings or other documents indicating the location of subsurface lines, utilities, or other structures. 6.4 Utility Company Standards. The Project must be completed in a manner that satisfies the standards and requirements of any affected utility companies or agencies (collectively, "utility owners"). The successful bidder may be required by the third -party utility owners to provide detailed plans prepared by a California registered civil engineer showing the necessary temporary support of the utilities during coordinated construction work. Bidders are directed to contact the affected third -party utility owners about their requirements before submitting a Bid Proposal. 7. Bidders Interested in More Than One Bid. No person, firm, or corporation may submit or be a party to more than one Bid Proposal unless alternate bids are specifically called for. However, a person, firm, or corporation that has submitted a subcontract proposal or quote to a bidder may submit subcontract proposals or quotes to other bidders. 8. Addenda. Subject to the limitations of Public Contract Code § 4104.5, City reserves the right to issue addenda prior to bid time. Any addenda issued prior to the bid opening are part of the Contract Documents. Each bidder is solely responsible for ensuring it has received and reviewed all addenda prior to submitting its bid. Bidders should check City's website periodically for any addenda or updates on the Project at: https://apps.cupertino.gov/bidManagement/index.aspx. Brand Designations and "Or Equal" Substitutions. Any specification designating a material, product, thing, or service by specific brand or trade name, followed by the words "or equal," is intended only to indicate quality and type of item desired, and bidders may request use of any equal material, product, thing, or service. All data substantiating the proposed substitute as an equal item must be submitted with the written request for substitution. A request for substitution must be submitted within 35 days after Notice of Potential Award unless otherwise provided in the Contract Documents. This provision does not apply to materials, products, things, or services that may lawfully be designated by a specific brand or trade name under Public Contract Code § 3400(c). 10. Bid Protest. Any bid protest against another bidder must be submitted in writing and received by City at 10300 Torre Avenue Cupertino, CA 95014 or sent via email at joannejcupertino.gov before 5:00 p.m. no later than two Working Days following bid opening ("Bid Protest Deadline") and must comply with the following requirements: 2026 Pavement Maintenance Phase 2 Project # 2026-102 BID PROPOSAL Page 5 10.1 General. Only a bidder who has actually submitted a Bid Proposal is eligible to submit a bid protest against another bidder. Subcontractors are not eligible to submit bid protests. A bidder may not rely on the bid protest submitted by another bidder but must timely pursue its own protest. For purposes of this Section 10, a "Working Day" means a day that City is open for normal business, and excludes weekends and holidays observed by City. Pursuant to Public Contract Code § 4104, inadvertent omission of a Subcontractor's DIR registration number on the Subcontractor List form is not grounds for a bid protest, provided it is corrected within 24 hours of the bid opening or as otherwise provided under Labor Code § 1771.1(b). 10.2 Protest Contents. The bid protest must contain a complete statement of the basis for the protest and must include all supporting documentation. Material submitted after the Bid Protest Deadline will not be considered. The protest must refer to the specific portion or portions of the Contract Documents upon which the protest is based. The protest must include the name, address, email address, and telephone number of the protesting bidder and any person submitting the protest on behalf of or as an authorized representative of the protesting bidder. 10.3 Copy to Protested Bidder. Upon submission of its bid protest to City, the protesting bidder must also concurrently transmit the protest and all supporting documents to the protested bidder, and to any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest, by email or hand delivery to ensure delivery before the Bid Protest Deadline. 10.4 Response to Protest. The protested bidder may submit a written response to the protest, provided the response is received by City before 5:00 p.m., within two Working Days after the Bid Protest Deadline or after actual receipt of the bid protest, whichever is sooner (the "Response Deadline"). The response must attach all supporting documentation. Material submitted after the Response Deadline will not be considered. The response must include the name, address, email address, and telephone number of the person responding on behalf of or representing the protested bidder if different from the protested bidder. 10.5 Copy to Protesting Bidder. Upon submission of its response to the bid protest to the City, the protested bidder must also concurrently transmit by email or hand delivery, by or before the Response Deadline, a copy of its response and all supporting documents to the protesting bidder and to any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest. 10.6 Exclusive Remedy. The procedure and time limits set forth in this Section are mandatory and are the bidder's sole and exclusive remedy in the event of a bid protest. A bidder's failure to comply with these procedures will constitute a waiver of any right to further pursue a bid protest, including filing a Government Code Claim or initiation of legal proceedings. 10.7 Right to Award. City reserves the right, acting in its sole discretion, to reject any bid protest that it determines lacks merit; to award the Contract to the bidder it has determined to be the responsible bidder submitting the lowest responsive bid, and to issue a Notice to Proceed with the Work notwithstanding any pending or continuing challenge to its determination. 11. Reservation of Rights. City reserves the unfettered right, acting in its sole discretion, to waive or to decline to waive any immaterial bid irregularities; to accept or reject any or all bids; to cancel or reschedule the bid; to postpone or abandon the Project entirely; or to perform all or part of the Work with its own forces. The Contract will be awarded, if at all, within 60 days after opening of bids or as otherwise specified in the Special Conditions, to the responsible bidder that submitted the lowest responsive bid. Any planned start date for the Project represents the City's expectations at the time 2026 Pavement Maintenance Phase 2 Project # 2026-102 BID PROPOSAL Page 6 the Notice Inviting Bids was first issued. City is not bound to issue a Notice to Proceed by or before such planned start date, and it reserves the right to issue the Notice to Proceed when the City determines, in its sole discretion, the appropriate time for commencing the Work. The City expressly disclaims responsibility for any assumptions a bidder might draw from the presence or absence of information provided by the City in any form. Each bidder is solely responsible for its costs to prepare and submit a bid, including site investigation costs. 12. Bonds. Within ten calendar days following City's issuance of the Notice of Potential Award to the successful bidder, the bidder must submit payment and performance bonds to City as specified in the Contract Documents using the bond forms included in the Contract Documents. All required bonds must be calculated on the maximum total Contract Price as awarded, including additive alternates, if applicable. 13. License(s). The successful bidder and its Subcontractor(s) must possess the California contractor's license(s) in the classification(s) required by law to perform the Work. The successful bidder must also obtain a City business license within 10 (ten) days following City's issuance of the Notice of Potential Award. Subcontractors must also obtain a City business license before performing any Work. 14. Ineligible Subcontractor. Any Subcontractor who is ineligible to perform work on a public works project under Labor Code §§ 1777.1 or 1777.7 is prohibited from performing work on the Project. 15. Safety Orders. If the Project includes construction of a pipeline, sewer, sewage disposal system, boring and jacking pits, or similar trenches or open excavations, which are five feet or deeper, each bid must include a bid item for adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which comply with safety orders as required by Labor Code § 6707. 16. In -Use Off -Road Diesel -Fueled Fleets. If the Project involves the use of vehicles subject to the California Air Resources Board's In -Use Off -Road Diesel -Fueled Fleets Regulation (13 CCR § 2449 et seq.) ("Off -Road Regulation"), then within ten calendar days following City's issuance of the Notice of Potential Award to the successful bidder, the bidder must submit to City valid Certificates of Reported Compliance for its fleet and its listed Subcontractors, if applicable, in accordance with the Off -Road Regulation, unless exempt under the Off -Road Regulation. 17. Subcontractor Work Limits. The prime contractor must perform at least 51% of the Work on the Project, calculated as a percentage of the base bid price, with its own forces, except for any Work identified as "Specialty Work" in the Contract Documents. The total bid amount for any such Specialty Work, as shown on the Bid Schedule, may be deducted from the base bid price before computing the 51 % self -performance requirement. The remaining Work may be performed by qualified Subcontractor(s). 18. Bid Schedule. Each bidder must complete the Bid Schedule form with unit prices as indicated, and submit the completed Bid Schedule with its Bid Proposal. 18.1 Incorrect Totals. In the event a computational error for any bid item (base bid or alternate) results in an incorrect extended total for that item, the submitted base bid or bid alternate total will be adjusted to reflect the corrected amount as the product of the estimated quantity and the unit cost. In the event of a discrepancy between the actual total of the itemized or unit prices shown on the Bid Schedule for the base bid, and the amount entered as the base bid on the Bid Proposal form, the actual total of the itemized or unit prices shown on the Bid Schedule for the base bid will be deemed the base bid price. Likewise, in the event of a discrepancy between the actual total of the itemized or unit prices shown on the Bid Schedule for any bid alternate, and the amount entered for the alternate on the Bid Proposal form, the actual total of the itemized prices shown on the Bid Schedule for that alternate will be deemed the alternate price. Nothing in this provision is intended to prevent 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 7 a bidder from requesting to withdraw its bid for material error under Public Contract Code § 5100 et seq. 18.2 Estimated Quantities. Unless identified as a "Final Pay Quantity," the quantities shown on the Bid Schedule are estimated and the actual quantities required to perform the Work may be greater or less than the estimated amount. The Contract Price will be adjusted to reflect the actual quantities required for the Work based on the itemized or unit prices provided in the Bid Schedule, with no allowance for anticipated profit for quantities that are deleted or decreased, and no increase in the unit price, and without regard to the percentage increase or decrease of the estimated quantity and the actual quantity. 19. Bidder's Questionnaire. A completed, signed Bidder's Questionnaire using the form provided with the Contract Documents and including all required attachments must be submitted within 48 hours following a request by City. A bid that does not fully comply with this requirement may be rejected as nonresponsive. A bidder who submits a Bidder's Questionnaire which is subsequently determined to contain false or misleading information, or material omissions, may be disqualified as non -responsible. END OF INSTRUCTIONS TO BIDDERS 2026 Pavement Maintenance Phase 2 Project # 2026-102 BID PROPOSAL Page 8 Bid Proposal 2026 Pavement Maintenance Phase 2 Project ("Bidder") hereby submits this Bid Proposal to the City of Cupertino ("City") for the above -referenced project ("Project") in response to the Notice Inviting Bids and in accordance with the Contract Documents referenced in the Notice. Base Bid. Bidder proposes to perform and fully complete the Work for the Project as specified in the Contract Documents, within the time required for full completion of the Work, including all labor, materials, supplies, and equipment and all other direct or indirect costs including, but not limited to, taxes, insurance and all overhead, for the following price ("Base Bid"): Addenda. Bidder agrees that it has confirmed receipt of or access to, and reviewed, all addenda issued for this bid. Bidder waives any claims it might have against the City based on its failure to receive, access, or review any addenda for any reason. Bidder specifically acknowledges receipt of the following addenda: Addendum Date Received #1 #2 #3 #4 #5 3. Bidder's Certifications and Warranties. By signing and submitting this Bid Proposal, Bidder certifies and warrants the following: 3.1 Examination of Contract Documents. Bidder has thoroughly examined the Contract Documents and represents that, to the best of Bidder's knowledge, there are no errors, omissions, or discrepancies in the Contract Documents, subject to the limitations of Public Contract Code § 1104. 3.2 Examination of Worksite. Bidder has had the opportunity to examine the Worksite and local conditions at the Project location. 3.3 Bidder Responsibility. Bidder is a responsible bidder, with the necessary ability, capacity, experience, skill, qualifications, workforce, equipment, and resources to perform or cause the Work to be performed in accordance with the Contract Documents and within the Contract Time. 3.4 Responsibility for Bid. Bidder has carefully reviewed this Bid Proposal and is solely responsible for any errors or omissions contained in its completed bid. All statements and information provided in this Bid Proposal and enclosures are true and correct to the best of Bidder's knowledge. 3.5 Nondiscrimination. In preparing this bid, the Bidder has not engaged in discrimination against any prospective or present employee or Subcontractor on grounds of race, color, 2026 Pavement Maintenance Phase 2 Project # 2026-102 BID PROPOSAL Page 9 ancestry, national origin, ethnicity, religion, sex, sexual orientation, age, disability, or marital status. 3.6 Iran Contracting Act. If the Contract Price exceeds $1,000,000, Bidder is not identified on a list created under the Iran Contracting Act, Public Contract Code § 2200 et seq. (the "Act"), as a person engaging in investment activities in Iran, as defined in the Act, or is otherwise expressly exempt under the Act. 4. Award of Contract. By signing and submitting this Bid Proposal, Bidder agrees that, if City issues the Notice of Potential Award to Bidder, then within ten days following issuance of the Notice of Potential Award to Bidder, Bidder will do all of the following: 4.1 Execute Contract. Enter into the Contract with City in accordance with the terms of this Bid Proposal, by signing and submitting to City the Contract prepared by City using the form included with the Contract Documents; 4.2 Submit Required Bonds. Submit to City a payment bond and a performance bond, each for 100% of the Contract Price, using the bond forms provided and in accordance with the requirements of the Contract Documents; 4.3 Insurance Requirements. Submit to City the insurance certificate(s) and endorsement(s) as required by the Contract Documents; and 4.4 Certificates of Reported Compliance. Submit to City valid Certificates of Reported Compliance for its fleet and its listed Subcontractors, if applicable, if the Project involves the use of vehicles subject to the Off -Road Regulation. (See Section 16 of the Instructions to Bidders.) 5. Bid Security. As a guarantee that, if awarded the Contract, Bidder will perform its obligations under Section 4 above, Bidder is enclosing bid security in the amount of ten percent of its maximum bid amount in one of the following forms: Check One: A cashier's check or certified check payable to City and issued by [bank name] in the amount of: $ A bid bond, using the Bid Bond form included with the Contract Documents, payable to City and executed by a surety licensed to do business in the State of California. 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 10 This Bid Proposal is hereby submitted on s/ s/ [See Section 3 of Instructions to Bidders] Company Name Address City, State, Zip Contact Name 2026. Name and Title Name and Title License #, Expiration Date, and Classification DIR Registration # Phone Contact Email END OF BID PROPOSAL 2026 Pavement Maintenance Phase 2 BID PROPOSAL Project # 2026-102 Page 11 Bid Schedule This Bid Schedule must be completed legibly and included with the sealed Bid Proposal. Pricing must be provided for each Bid Item as indicated. Items marked "(SW)" are Specialty Work that must be performed by a qualified Subcontractor. The lump sum or unit cost for each item must be inclusive of all costs, whether direct or indirect, including profit and overhead. The sum of all amounts entered in the "Extended Total Amount" column must be identical to the Base Bid price entered in Section 1 of the Bid Proposal form. AL = Allowance EA = Each LS = Lump Sum CIF = Cubic Feet LB = Pounds SF = Square Feet CY = Cubic Yard LF = Linear Foot TON = Ton (2000 Ibs) BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT 1 Traffic Control 1 LS $ $ 2 Crack Seal 1 LS $ $ 3 Fog Seal 84,574 SY $ $ 4 Type II Slurry Seal 254,321 SY $ $ 5 Rubberized Chip Seal 38,247 SY $ $ 6 Install Blue RPM's @ Fire Hydrant 93 EA $ $ 7 White Retroreflective Marker 16 EA $ $ 8 Existing Striping and Pavement Marking Tie -Down, Layout and Documentation 1 LS $ $ 9 4" White (Thermoplastic) Parking Stall 833 LF $ $ 10 4" White (Thermoplastic) Parallel Parking stall T's 15 EA $ $ 11 4" (Thermoplastic) White Parking Ends 2 LF $ $ 12 12" White (Thermoplastic) 3,626 LF $ $ 13 12" Yellow (Thermoplastic) 316 LF $ $ 14 24" White (Thermoplastic) 1,751 LF $ $ 15 24" Yellow (Thermoplastic) 1,157 LF $ $ 16 Striping Detail 9 1,848 LF $ $ 17 Striping Detail 19 571 LF $ $ 18 Striping Detail 22 12,226 LF $ $ 19 Striping Detail 38 3,008 LF $ $ 20 Striping Detail 39A 5,576 LF $ $ 21 Striping Detail 39 7,463 LF $ $ 22 Striping Detail 40 266 LF $ $ 23 Pavement Marking "25" Legend 20 EA $ $ 2026 Pavement Maintenance Phase 2 BID SCHEDULE Project # 2026-102 Page 12 BID UNIT EXTENDED ITEM ITEM DESCRIPTION EST. QTY. UNIT COST TOTAL NO. AMOUNT 24 Pavement Marking "35" Legend 10 EA $ $ 25 Pavement Marking - "85" Highway 2 EA $ $ Green Legend 26 Pavement Marking — "Ahead" Legend 3 EA $ $ 27 Pavement Marking - Arrow Type 1 18' 6 EA $ $ (Merge) 28 Pavement Marking — Arrow Type IV 34 EA $ $ L 29 Pavement Marking - Arrow Type IV 12 EA $ $ R 30 Pavement Marking - Bike Rider 41 EA $ $ Symbol w arrow 31 Pavement Marking - "BUMP" Legend 15 EA $ $ 32 Pavement Marking - "KEEP CLEAR" 5 EA $ $ Legend 33 Pavement Marking "NORTH" 2 EA $ $ — Legend 34 Pavement Marking — "PED XING" 4 EA $ $ Legend 35 Pavement Marking "RXR" (Railroad 7 EA $ $ Xing) 36 Pavement Marking — Shared Roadway 21 EA $ $ Bicycle 37 Pavement Marking - "SLOW SCHOOL 4 EA $ $ XING" Legend 38 Pavement Marking - "STOP" Legend 49 EA $ $ 39 Pavement Marking - "YIELD" Legend 3 EA $ $ 40 Pavement Marking — Yield Bike Lane 19 EA $ $ Triangle 41 Pavement Marking - Yield Triangles 48 EA $ $ 3' 42 Green Preformed Thermoplastic Bike 8,331 SF $ $ Lane 43 Red Paint Preformed Thermoplastic 3,385 SF $ $ Crosswalk 44 Red Paint (No Parking -Fire Lane) 100 LF $ $ 45 Yellow Paint 287 LF $ $ 46 Bike Buffer (6" White Line w/dash and 6,081 LF $ $ diagonal line * Final Pay Quantity TOTAL BASE BID: Items 1 through 46 inclusive: $ Note: The amount entered as the "Total Base Bid" should be identical to the Base Bid amount entered in Section 1 of the Bid Proposal form. 2026 Pavement Maintenance Phase 2 BID SCHEDULE Project # 2026-102 Page 13 BIDDER NAME: END OF BID SCHEDULE 2026 Pavement Maintenance Phase 2 BID SCHEDULE Project # 2026-102 Page 14 Subcontractor List For each Subcontractor that will perform a portion of the Work in an amount in excess of one-half of 1 % of the Bidder's total Base Bid,' the bidder must list a description of the Work, the name of the Subcontractor, its California contractor license number, the location of its place of business, its DIR registration number, and the portion of the Work that the Subcontractor is performing based on a percentage of the Base Bid price. DESCRIPTION OF WORK SUBCONTRACTOR NAME CALIFORNIA CONTRACTOR LICENSE NO. LOCATION OF BUSINESS DIR REG. NO. PERCENT OF WORK END OF SUBCONTRACTOR LIST ' For street or highway construction, this requirement applies to any subcontract of $10,000 or more. 2026 Pavement Maintenance Phase 2 Project # 2026-102 SUBCONTRACTOR LIST Page 15 Noncollusion Declaration TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID The undersigned declares I am the [title] of _ [business name], the party making the foregoing bid The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. This declaration is intended to comply with California Public Contract Code § 7106 and Title 23 U.S.0 § 112. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on [date], at [city], [state]. s/ Name [print] END OF NONCOLLUSION DECLARATION 2026 Pavement Maintenance Phase 2 NONCOLLUSION DECLARATION Project # 2026-102 Page 16 Bid Bond ("Bidder") has submitted a bid, dated 2026 ("Bid"), to the City of Cupertino ("City") for work on the 2026 Pavement Maintenance Phase 2 Project ("Project"). Under this duly executed bid bond ("Bid Bond"), Bidder as Principal and , its surety ("Surety"), are bound to City as obligee in the penal sum of ten percent of the maximum amount of the Bid (the "Bond Sum"). Bidder and Surety bind themselves and their respective heirs, executors, administrators, successors and assigns, jointly and severally, as follows: General. If Bidder is awarded the Contract for the Project, Bidder will enter into the Contract with City in accordance with the terms of the Bid. Submittals. Within ten days following issuance of the Notice of Potential Award to Bidder, Bidder must submit to City the following: 2.1 Contract. The executed Contract, using the form provided by City in the Project contract documents ("Contract Documents"); 2.2 Payment Bond. A payment bond for 100% of the maximum Contract Price, executed by a surety licensed to do business in the State of California using the Payment Bond form included with the Contract Documents; 2.3 Performance Bond. A performance bond for 100% of the maximum Contract Price, executed by a surety licensed to do business in the State of California using the Performance Bond form included with the Contract Documents; 2.4 Insurance. The insurance certificate(s) and endorsement(s) required by the Contract Documents; 2.5 Certificates of Reported Compliance. Valid Certificates of Reported Compliance for its fleet and its listed Subcontractors, if applicable, in accordance with the In -Use Off -Road Diesel -Fueled Fleets Regulation (13 CCR § 2449 et seq.) ("Off -Road Regulation"), if the Project involves the use of vehicles subject to the Off -Road Regulation; and any other documents required by the Instructions to Bidders or Notice of Potential Award. 3. Enforcement. If Bidder fails to execute the Contract or to submit the bonds, insurance certificates, and valid Certificates of Reported Compliance as required by the Contract Documents, Surety guarantees that Bidder forfeits the Bond Sum to City. Any notice to Surety may be given in the manner specified in the Contract and delivered or transmitted to Surety as follows: Attn: Address: City/State/Zip: Phone: Fax: Email: 4. Duration and Waiver. If Bidder fulfills its obligations under Section 2, above, then this obligation will be null and void; otherwise, it will remain in full force and effect for 60 days following the bid opening or until this Bid Bond is returned to Bidder, whichever occurs first. Surety waives the provisions of Civil Code §§ 2819 and 2845. 2026 Pavement Maintenance Phase 2 BID BOND Project # 2026-102 Page 17 This Bid Bond is entered into and effective on .2026. SURETY: Business Name s/ Name, Title Date (Attach Acknowledgment with Notary Seal and Power of Attorney) BIDDER: Business Name s/ Name, Title Date END OF BID BOND 2026 Pavement Maintenance Phase 2 BID BOND Project # 2026-102 Page 18 Bidder's Questionnaire 2026 Pavement Maintenance Phase 2 Project Within 48 hours following a request by City, a bidder must submit to City a completed, signed Bidder's Questionnaire using this form and all required attachments, including clearly labeled additional sheets as needed. City may request the Questionnaire from one or more of the apparent low bidders following the bid opening and may use the completed Questionnaire as part of its investigation to evaluate a bidder's qualifications for this Project. The Questionnaire must be filled out completely, accurately, and legibly. Any errors, omissions, or misrepresentations in completion of the Questionnaire may be grounds for rejection of the bid or termination of a Contract awarded pursuant to the bid. Part A: General Information Bidder Business Name Main Office Address and Phone Local Office Address and Phone Website Address Owner of Business Contact Name and Title Contact Phone and Email Bidder's California Contractor's License Number(s): Bidder's DIR Registration Number Check One: Corporation - State of incorporation: Partnership Sole Proprietorship Joint Venture of: Other: Part B: Bidder Experience 1 How many years has Bidder been in business under its present business name? (in years) 2 Has Bidder completed projects similar in type and size to this Project as a general contractor? (Yes or No) 2026 Pavement Maintenance Phase 2 BIDDER'S QUESTIONNAIRE Project # 2026-102 Page 19 3 Has Bidder ever been disqualified from a bid on grounds that it is not responsible, or otherwise disqualified or debarred from bidding under state or federal law? (Yes or No) If yes, provide additional information on a separate sheet regarding the disqualification or debarment, including the name and address of the agency or owner of the project, the type and size of the project, the reasons that Bidder was disqualified or debarred, and the month and year in which the disqualification or debarment occurred. 4 Has Bidder ever been terminated for cause, alleged default, or legal violation from a construction project, either as a general contractor or as a subcontractor? (Yes or No) If yes, provide additional information on a separate sheet regarding the termination, including the name and address of the agency or owner of the subject project, the type and size of the project, whether Bidder was under contract as a general contractor or a subcontractor, the reasons that Bidder was terminated, and the month and year in which the termination occurred. Part C: Project Experience Provide information on at least three projects, performed as general contractor, that are similar in scope and character to this project. Three of the projects must be public sector projects. (Use separate sheets if required) 2026 Pavement Maintenance Phase 2 Project # 2026-102 BIDDER'S QUESTIONNAIRE Page 20 Project #1 A Project name B Project location C Project description: D Client/Owner (name, address, email, and phone number E Prime contractor, if applicable (name, address, email, and phone number F Architect or engineer (name, email, and phone number G Project and/or construction manager (name, email, and phone number H Scope of work performed (as general contractor or as subcontractor I Initial contract price $ J Final contract price (including change orders $ K Original scheduled completion date L Actual date of completion M Time extensions granted number of days) N Number and amount of stop notices or mechanic's liens filed O Amount of any liquidated damages assessed against Bidder P Nature and resolution of any project -related claim, lawsuit, mediation, or arbitration involving Bidder Q Other Notes 2026 Pavement Maintenance Phase 2 Project # 2026-102 BIDDER'S QUESTIONNAIRE Page 21 Project #2 A Project name B Project location C Project description: D Client/Owner (name, address, email, and phone number E Prime contractor, if applicable (name, address, email, and phone number F Architect or engineer (name, email, and phone number G Project and/or construction manager (name, email, and phone number H Scope of work performed (as general contractor or as subcontractor I Initial contract price $ J Final contract price (including change orders $ K Original scheduled completion date L Actual date of completion M Time extensions granted number of days) N Number and amount of stop notices or mechanic's liens filed O Amount of any liquidated damages assessed against Bidder P Nature and resolution of any project -related claim, lawsuit, mediation, or arbitration involving Bidder Q Other Notes 2026 Pavement Maintenance Phase 2 Project # 2026-102 BIDDER'S QUESTIONNAIRE Page 22 Project #3 A Project name B Project location C Project description: D Client/Owner (name, address, email, and phone number E Prime contractor, if applicable (name, address, email, and phone number F Architect or engineer (name, email, and phone number G Project and/or construction manager (name, email, and phone number H Scope of work performed (as general contractor or as subcontractor I Initial contract price $ J Final contract price (including change orders $ K Original scheduled completion date L Actual date of completion M Time extensions granted number of days) N Number and amount of stop notices or mechanic's liens filed O Amount of any liquidated damages assessed against Bidder P Nature and resolution of any project -related claim, lawsuit, mediation, or arbitration involving Bidder Q Other Notes 2026 Pavement Maintenance Phase 2 Project # 2026-102 BIDDER'S QUESTIONNAIRE Page 23 Part D: Safety 1. Provide Bidder's Experience Modification Rate (EMR) for the last three years: Year EMR 2. Complete the following, based on information provided in Bidder's CalOSHA Form 300 or Form 300A, Annual Summary of Work -Related Illnesses and Injuries, from the most recent past calendar year: 2.1 Number of lost workday cases: 2.2 Number of medical treatment cases: 2.3 Number of deaths: 3. Has Bidder ever been cited, fined, or prosecuted by any local, state, or federal agency, including OSHA, CalOSHA, or EPA, for violation of any law, regulation, or requirements pertaining to health and safety? Yes or No? If yes, provide additional information on a separate sheet regarding each such citation, fine, or prosecution, including the name and address of the agency or owner of the project, the type and size of the project, the reasons for and nature of the citation, fine, or prosecution, and the month and year in which the incident giving rise to the citation, fine, or prosecution occurred. 4. Name, title, and email for person responsible for Bidder's safety program: Name Title Email Address Part D: Verification In signing this document, I, the undersigned, declare that I am duly authorized to sign and submit this Bidder's Questionnaire on behalf of the named Bidder, and that all responses and information set forth in this Bidder's Questionnaire and accompanying attachments are, to the best of my knowledge, true, accurate and complete as of the date of submission. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Signature: Date: By: Name and Title END OF BIDDER'S QUESTIONNAIRE 2026 Pavement Maintenance Phase 2 BIDDER'S QUESTIONNAIRE Project # 2026-102 Page 24 Contract This public works contract ("Contract") is entered into by and between the City of Cupertino ("City") and ("Contractor"), for work on the 2026 Pavement Maintenance Phase 2 Project ("Project"). The parties agree as follows: Award of Contract. In response to the Notice Inviting Bids, Contractor has submitted a Bid Proposal to perform the Work to construct the Project. On , 2026, City authorized award of this Contract to Contractor for the amount set forth in Section 4, below. City has elected to include the following Project alternate(s) in the Contract: Contract Documents. The Contract Documents incorporated into this Contract include and are comprised of all of the documents listed below. The definitions provided in Article 1 of the General Conditions apply to all of the Contract Documents, including this Contract. 2.1 Notice Inviting Bids; 2.2 Instructions to Bidders; 2.3 Addenda, if any; 2.4 Bid Proposal and attachments thereto; 2.5 Contract; 2.6 Payment and Performance Bonds; 2.7 General Conditions; 2.8 Special Conditions; 2.9 Project Plans and Specifications; 2.10 Change Orders, if any; 2.11 Notice of Potential Award; 2.12 Notice to Proceed; and 2.13 The following: City Standard Details, Caltrans Standard Details, Estimated Quantities, Project Location Map Contractor's Obligations. Contractor will perform all of the Work required for the Project, as specified in the Contract Documents. Contractor must provide, furnish, and supply all things necessary and incidental for the timely performance and completion of the Work, including all necessary labor, materials, supplies, tools, equipment, transportation, onsite facilities, and utilities, unless otherwise specified in the Contract Documents. Contractor must use its best efforts to diligently prosecute and complete the Work in a professional and expeditious manner and to meet or exceed the performance standards required by the Contract Documents. 4. Payment. As full and complete compensation for Contractor's timely performance and completion of the Work in strict accordance with the terms and conditions of the Contract Documents, City will pay Contractor $ ("Contract Price") for all of Contractor's direct and indirect costs to perform the Work, including all labor, materials, supplies, equipment, taxes, insurance, bonds and all overhead costs, in accordance with the payment provisions in the General Conditions. 5. Time for Completion. Contractor will fully complete the Work for the Project, meeting all requirements for Final Completion, within 80 calendar days from the start date set forth in the Notice to Proceed ("Contract Time"). By signing below, Contractor expressly waives any claim for delayed early completion. 2026 Pavement Maintenance Phase 2 CONTRACT Project # 2026-102 Page 25 6. Liquidated Damages. As further specified in Section 5.4 of the General Conditions, if Contractor fails to complete the Work within the Contract Time, City will assess liquidated damages in the amount of $1,500 per day for each day of unexcused delay in achieving Final Completion, and such liquidated damages may be deducted from City's payments due or to become due to Contractor under this Contract. Labor Code Compliance. 7.1 General. This Contract is subject to all applicable requirements of Chapter 1 of Part 7 of Division 2 of the Labor Code, including requirements pertaining to wages, working hours and workers' compensation insurance, as further specified in Article 9 of the General Conditions. 7.2 Prevailing Wages. This Project is subject to the prevailing wage requirements applicable to the locality in which the Work is to be performed for each craft, classification or type of worker needed to perform the Work, including employer payments for health and welfare, pension, vacation, apprenticeship and similar purposes. Copies of these prevailing rates are available online at http://www.dir.ca.gov/DLSR. 7.3 DIR Registration. City may not enter into the Contract with a bidder without proof that the bidder and its Subcontractors are registered with the California Department of Industrial Relations to perform public work pursuant to Labor Code § 1725.5, subject to limited legal exceptions. 8. Workers' Compensation Certification. Pursuant to Labor Code § 1861, by signing this Contract, Contractor certifies as follows: "I am aware of the provisions of Labor Code § 3700 which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work on this Contract." Conflicts of Interest. Contractor, its employees, Subcontractors, and agents may not have, maintain, or acquire a conflict of interest in relation to this Contract in violation of any City ordinance or requirement, or in violation of any California law, including Government Code § 1090 et seq., or the Political Reform Act, as set forth in Government Code § 81000 et seq. and its accompanying regulations. Any violation of this Section constitutes a material breach of the Contract. 10. Independent Contractor. Contractor is an independent contractor under this Contract and will have control of the Work and the means and methods by which it is performed. Contractor and its Subcontractors are not employees of City and are not entitled to participate in any health, retirement, or any other employee benefits from City. 11. Notice. Any notice, billing, or payment required by or pursuant to the Contract Documents must be made in writing, signed, dated, and sent to the other party by personal delivery, U.S. Mail, a reliable overnight delivery service, or by email as a PDF file. Notice is deemed effective upon delivery, except that service by U.S. Mail is deemed effective on the second working day after deposit for delivery. Notice for each party must be given as follows: -it Department Address City/State/Zip 2026 Pavement Maintenance Phase 2 CONTRACT Project # 2026-102 Page 26 Phone Attn: Contact name Contact email address Cop to: CC Contact name CC Contact email address Contractor: Name Address City/State/Zip Phone Attn: Contact name Contact email address Cop to: CC Contact name CC Contact email address 12. General Provisions. 12.1 Assignment and Successors. Contractor may not assign its rights or obligations under this Contract, in part or in whole, without City's written consent. This Contract is binding on Contractor's and City's lawful heirs, successors and permitted assigns. 12.2 Third Party Beneficiaries. There are no intended third -party beneficiaries to this Contract. 12.3 Governing Law and Venue. This Contract will be governed by California law and venue will be in the Santa Clara County Superior Court, and no other place. Contractor waives any right it may have pursuant to Code of Civil Procedure § 394, to file a motion to transfer any action arising from or relating to this Contract to a venue outside of Santa Clara County, California. 12.4 Amendment. No amendment or modification of this Contract will be binding unless it is in a writing duly authorized and signed by the parties to this Contract. 12.5 Integration. This Contract and the Contract Documents incorporated herein, including authorized amendments or Change Orders thereto, constitute the final, complete, and exclusive terms of the agreement between City and Contractor. 12.6 Severability. If any provision of the Contract Documents is determined to be illegal, invalid, or unenforceable, in whole or in part, the remaining provisions of the Contract Documents will remain in full force and effect. 12.7 Iran Contracting Act. If the Contract Price exceeds $1,000,000, Contractor certifies, by signing below, that it is not identified on a list created under the Iran Contracting Act, Public Contract Code § 2200 et seq. (the "Act"), as a person engaging in investment activities in Iran, as defined in the Act, or is otherwise expressly exempt under the Act. 12.8 Authorization. Each individual signing below warrants that he or she is authorized to do so by the party that he or she represents, and that this Contract is legally 2026 Pavement Maintenance Phase 2 CONTRACT Project # 2026-102 Page 27 binding on that party. If Contractor is a corporation, signatures from two officers of the corporation are required pursuant to California Corporations Code § 313. [Signatures are on the following page.] 2026 Pavement Maintenance Phase 2 CONTRACT Project # 2026-102 Page 28 The parties agree to this Contract as witnessed by the signatures below: CITY: Approved as to form: s/ s/ Name, Title Date: Attest: s/ Name, Title Date: CONTRACTOR: Business Name s/ Name, Title Date: Second Signature (See Section 12.8): s/ Name, Title Date: Name, Title Date: Seal: Contractor's California License Number(s) and Expiration Date(s) END OF CONTRACT 2026 Pavement Maintenance Phase 2 CONTRACT Project # 2026-102 Page 29 Payment Bond The City of Cupertino ("City") and ("Contractor") have entered into a contract for work on the 2026 Pavement Maintenance Phase 2 Project ("Project"). The Contract is incorporated by reference into this Payment Bond ("Bond"). General. Under this Bond, Contractor as principal and its surety ("Surety"), are bound to City as obligee in an amount not less than $ , under California Civil Code § 9550 et seq., to ensure payment to authorized claimants. This Bond is binding on the respective successors, assigns, owners, heirs, or executors of Surety and Contractor. Surety's Obligation. If Contractor or any of its Subcontractors fails to pay a person authorized in California Civil Code § 9100 to assert a claim against a payment bond, any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of Contractor and its Subcontractors under California Unemployment Insurance Code § 13020 with respect to the work and labor, then Surety will pay the obligation. 3. Beneficiaries. This Bond inures to the benefit of any of the persons named in California Civil Code § 9100, so as to give a right of action to those persons or their assigns in any suit brought upon this Bond. Contractor must promptly provide a copy of this Bond upon request by any person with legal rights under this Bond. 4. Duration. If Contractor promptly makes payment of all sums for all labor, materials, and equipment furnished for use in the performance of the Work required by the Contract, in conformance with the time requirements set forth in the Contract and as required by California law, Surety's obligations under this Bond will be null and void. Otherwise, Surety's obligations will remain in full force and effect. 5. Waivers. Surety waives any requirement to be notified of alterations to the Contract or extensions of time for performance of the Work under the Contract. Surety waives the provisions of Civil Code §§ 2819 and 2845. City waives the requirement of a new bond for any supplemental contract under Civil Code § 9550. Any notice to Surety may be given in the manner specified in the Contract and sent to Surety as follows: Attn: Address: City/State/Zip: Phone: Email: 6. Law and Venue. This Bond will be governed by California law, and venue for any dispute pursuant to this Bond will be in the Santa Clara County Superior Court, and no other place. Surety will be responsible for City's attorneys' fees and costs in any action to enforce the provisions of this Bond. [Signatures are on the following page.] 2026 Pavement Maintenance Phase 2 Project # 2026-102 PAYMENTBOND Page 30 7. Effective Date; Execution. This Bond is entered into and is effective on 2025. SURETY: Business Name s/ Name, Title Date (Attach Acknowledgment with Notary Seal and Power of Attorney) CONTRACTOR: Business Name s/ Name, Title APPROVED BY CITY: s/ Name, Title Date Date END OF PAYMENT BOND 2026 Pavement Maintenance Phase 2 PAYMENT BOND Project # 2026-102 Page 31 Performance Bond The City of Cupertino ("City") and ("Contractor") have entered into a contract for work on the 2026 Pavement Maintenance Phase 2 Project ("Project"). The Contract is incorporated by reference into this Performance Bond ("Bond"). 1. General. Under this Bond, Contractor as principal and its surety ("Surety"), are bound to City as obligee for an amount not less than $ to ensure Contractor's faithful performance of its obligations under the Contract. This Bond is binding on the respective successors, assigns, owners, heirs, or executors of Surety and Contractor. 2. Surety's Obligations. Surety's obligations are co -extensive with Contractor's obligations under the Contract. If Contractor fully performs its obligations under the Contract, including its warranty obligations under the Contract, Surety's obligations under this Bond will become null and void. Otherwise, Surety's obligations will remain in full force and effect. 3. Waiver. Surety waives any requirement to be notified of and further consents to any alterations to the Contract made under the applicable provisions of the Contract Documents, including changes to the scope of Work or extensions of time for performance of Work under the Contract. Surety waives the provisions of Civil Code §§ 2819 and 2845. 4. Application of Contract Balance. Upon making a demand on this Bond for completion of the Work prior to acceptance of the Project, City will make the Contract Balance available to Surety for completion of the Work under the Contract. For purposes of this provision, the Contract Balance is defined as the total amount payable by City to Contractor as the Contract Price minus amounts already paid to Contractor, and minus any liquidated damages, credits, or backcharges to which City is entitled under the terms of the Contract. 5. Contractor Default. Upon written notification from City of Contractor's termination for default under Article 13 of the Contract General Conditions, time being of the essence, Surety must act within the time specified in Article 13 to remedy the default through one of the following courses of action: 5.1 Arrange for completion of the Work under the Contract by Contractor, with City's consent, but only if Contractor is in default solely due to its financial inability to complete the Work; 5.2 Arrange for completion of the Work under the Contract by a qualified contractor acceptable to City, and secured by performance and payment bonds issued by an admitted surety as required by the Contract Documents, at Surety's expense; or 5.3 Waive its right to complete the Work under the Contract and reimburse City the amount of City's costs to have the remaining Work completed. 6. Surety Default. If Surety defaults on its obligations under the Bond, City will be entitled to recover all costs it incurs due to Surety's default, including legal, design professional, or delay costs. 7. Notice. Any notice to Surety may be given in the manner specified in the Contract and sent to Surety as follows: Attn: _ Address: 2026 Pavement Maintenance Phase 2 PERFORMANCE BOND Project # 2026-102 Page 32 City/State/Zip: Phone: Fax: Email: 8. Law and Venue. This Bond will be governed by California law, and venue for any dispute pursuant to this Bond will be in the Santa Clara County Superior Court, and no other place. Surety will be responsible for City's attorneys' fees and costs in any action to enforce the provisions of this Bond. 9. Effective Date; Execution. This Bond is entered into and effective on 2025. SURETY: Business Name s/ Name, Title Date (Attach Acknowledgment with Notary Seal and Power of Attorney) CONTRACTOR: Business Name s/ Name, Title APPROVED BY CITY: s/ Name, Title Date Date END OF PERFORMANCE BOND 2026 Pavement Maintenance Phase 2 PERFORMANCE BOND Project # 2026-102 Page 33 General Conditions Article 1 - Definitions Definitions. The following definitions apply to all of the Contract Documents unless otherwise indicated, e.g., additional definitions that apply solely to the Specifications or other technical documents. Defined terms and titles of documents are capitalized in the Contract Documents, with the exception of the following (in any tense or form): "day," "furnish," "including," "install," "work day," or "working day." Allowance means a specific amount that must be included in the Bid Proposal for a specified purpose. Article, as used in these General Conditions, means a numbered Article of the General Conditions, unless otherwise indicated by the context. Change Order means a written document duly approved and executed by City, which changes the scope of Work, the Contract Price, or the Contract Time. City means the municipality which has entered into the Contract with Contractor for performance of the Work, acting through its City Council, officers, employees, City Engineer, and any other authorized representatives. City Engineer means the City Engineer for City and his or her authorized delegee(s). Claim means a separate demand by Contractor for a change in the Contract Time or Contract Price, that has previously been submitted to City in accordance with the requirements of the Contract Documents, and which has been rejected by City, in whole or in part; a written demand by Contractor disputing a unilateral Change Order or a portion thereof; or a written demand by Contractor objecting to the amount of Final Payment. Contract means the signed agreement between City and Contractor for performing the Work required for the Project, and all documents expressly incorporated therein. Contract Documents means, collectively, all of the documents listed as such in Section 2 of the Contract, including the Notice Inviting Bids; the Instructions to Bidders; addenda, if any; the Bid Proposal and attachments thereto; the Contract; the Notice of Potential Award and Notice to Proceed; the payment and performance bonds; the General Conditions; the Special Conditions; the Project Plans and Specifications; any Change Orders; and any other documents which are clearly and unambiguously made part of the Contract Documents. The Contract Documents do not include documents provided "For Reference Only," or documents that are intended solely to provide information regarding existing conditions. Contract Price means the total compensation to be paid to Contractor for performance of the Work, as set forth in the Contract and as may be amended by Change Order or adjusted for an Allowance. The Contract Price is not subject to adjustment due to inflation or due to the increased cost of labor, material, supplies, or equipment following submission of the Bid Proposal. Contract Time means the time specified for complete performance of the Work, as set forth in the Contract and as may be amended by Change Order. Contractor means the individual, partnership, corporation, or joint venture that has signed the Contract with City to perform the Work. Day means a calendar day unless otherwise specified. 2026 Pavement Maintenance Phase 2 GENERAL CONDITIONS Project # 2026-102 Page 34 Design Professional means the licensed individual(s) or firm(s) retained by City to provide architectural, engineering, or other design professional services for the Project. If no Design Professional has been retained for this Project, any reference to Design Professional is deemed to refer to the Engineer. DIR means the California Department of Industrial Relations. Drawings has the same meaning as Plans. Engineer means the City Engineer for the City of Cupertino and his or her authorized delegees. Excusable Delay is defined in Section 5.3(B), Excusable Delay. Extra Work means new or unforeseen work added to the Project, as determined by the Engineer in his or her sole discretion, including Work that was not part of or incidental to the scope of the Work when the Contractor's bid was submitted; Work that is substantially different from the Work as described in the Contract Documents at bid time; or Work that results from a substantially differing and unforeseeable condition. Final Completion means Contractor has fully completed all of the Work required by the Contract Documents to the City's satisfaction, including all punch list items and any required commissioning or training, and has provided the City with all required submittals, including the instructions and manuals, product warranties, and as -built drawings. Final Payment means payment to Contractor of the unpaid Contract Price, including release of undisputed retention, less amounts withheld or deducted pursuant to the Contract Documents. Furnish means to purchase and deliver for the Project. Government Code Claim means a claim submitted pursuant to California Government Code § 900 et seq. Hazardous Materials means any substance or material identified now or in the future as hazardous under any Laws, or any other substance or material that may be considered hazardous or otherwise subject to Laws governing handling, disposal, or cleanup. Including, whether or not capitalized, means "including, but not limited to," unless the context clearly requires otherwise. Inspector means the individual(s) or firm(s) retained or employed by City to inspect the workmanship, materials, and manner of construction of the Project and its components to ensure compliance with the Contract Documents and all Laws. Install means to fix in place for materials, and to fix in place and connect for equipment. Laws means all applicable local, state, and federal laws, regulations, rules, codes, ordinances, permits, orders, and the like enacted or imposed by or under the auspices of any governmental entity with jurisdiction over any of the Work or any performance of the Work, including health and safety requirements. Non -Excusable Delay is defined in Section 5.3(D), Non -Excusable Delay. Plans means the City -provided plans, drawings, details, or graphical depictions of the Project requirements, but does not include Shop Drawings. 2026 Pavement Maintenance Phase 2 GENERAL CONDITIONS Project # 2026-102 Page 35 Project means the public works project referenced in the Contract, as modified by any Project alternates elected by City, if any. Project Manager means the individual designated by City to oversee and manage the Project on City's behalf and may include his or her authorized delegee(s) when the Project Manager is unavailable. If no Project Manager has been designated for this Project, any reference to Project Manager is deemed to refer to the Engineer. Recoverable Costs is defined in Section 5.3(F), Recoverable Costs. Request for Information or RFI means Contractor's written request for information about the Contract Documents, the Work or the Project, submitted to City in the manner and format specified by City. Section, when capitalized in these General Conditions, means a numbered section or subsection of the General Conditions, unless the context clearly indicates otherwise. Shop Drawings means drawings, plan details or other graphical depictions prepared by or on behalf of Contractor, and subject to City acceptance, which are intended to provide details for fabrication, installation, and the like, of items required by or shown in the Plans or Specifications. Specialty Work means Work that must be performed by a specialized Subcontractor with the specified license or other special certification, and that the Contractor is not qualified to self - perform. Specifications means the technical, text specifications describing the Project requirements, which are prepared for and incorporated into the Contract by or on behalf of City, and does not include the Contract, General Conditions or Special Conditions. Subcontractor means an individual, partnership, corporation, or joint venture retained by Contractor directly or indirectly through a subcontract to perform a specific portion of the Work. The term Subcontractor applies to subcontractors of all tiers, unless otherwise indicated by the context. A third party such as a utility performing related work on the Project is not a Subcontractor, even if Contractor must coordinate its Work with the third party. Technical Specifications has the same meaning as Specifications. Work means all of the construction and services necessary for or incidental to completing the Project in conformance with the requirements of the Contract Documents. Work Day or Working Day, whether or not capitalized, means a weekday when the City is open for business, and does not include holidays observed by the City. Holidays observed by the City and furlough days are: a. New Year's Day, January 1; b. Martin Luther King Jr.'s Birthday, third Monday in January (2/19 in 2026); c. Lunar New Year, date varies, approximately the first week in February (2/17 in 2026); d. Presidents' Day, third Monday in February (2/16 in 2026); e. Cesar Chavez Day, March 31 or April 1 observed (3/31 in 2026); f. Memorial Day, last Monday in May (5/25 in 2026); g. Juneteenth, June 19 h. Independence Day, July 4; 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 36 Labor Day, first Monday in September (9/07 in 2026); Veterans' Day, November 11; k. Thanksgiving Day, as designated by the President (11/26 in 2026); The Day following Thanksgiving Day(11/27 in 2026); m. Christmas Day, December 25; n. City Closure, December 24, 26, 27,28,29,30 and 31: and each day appointed by the Governor of California and formally recognized by the Santa Clara County Board of Supervisors as a day of mourning, thanksgiving, or special observance. Worksite means the place or places where the Work is performed, which includes, but may extend beyond the Project site, including separate locations for staging, storage, or fabrication. Article 2 - Roles and Responsibilities 2.1 City. (A) City Council. The City Council has final authority in all matters affecting the Project, except to the extent it has delegated authority to the Engineer. (B) Engineer. The Engineer, acting within the authority conferred by the City Council, is responsible for administration of the Project on behalf of City, including authority to provide directions to the Design Professional and to Contractor to ensure proper and timely completion of the Project. The Engineer's decisions are final and conclusive within the scope of his or her authority, including interpretation of the Contract Documents. (C) Project Manager. The Project Manager assigned to the Project will be the primary point of contact for the Contractor and will serve as City's representative for daily administration of the Project on behalf of City. Unless otherwise specified, all of Contractor's communications to City (in any form) will go to or through the Project Manager. City reserves the right to reassign the Project Manager role at any time or to delegate duties to additional City representatives, without prior notice to or consent of Contractor. (D) Design Professional. The Design Professional is responsible for the overall design of the Project and, to the extent authorized by City, may act on City's behalf to ensure performance of the Work in compliance with the Plans and Specifications, including any design changes authorized by Change Order. The Design Professional's duties may include review of Contractor's submittals, visits to any Worksite, inspecting the Work, evaluating test and inspection results, and participation in Project -related meetings, including any pre -construction conference, weekly meetings, and coordination meetings. The Design Professional's interpretation of the Plans or Specifications is final and conclusive. 2.2 Contractor. (A) General. Contractor must provide all labor, materials, supplies, equipment, services, and incidentals necessary to perform and timely complete the Work in strict accordance with the Contract Documents, and in an economical and efficient manner in the best interests of City, and with minimal inconvenience to the public. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 37 (B) Responsibility for the Work and Risk of Loss. Contractor is responsible for supervising and directing all aspects of the Work to facilitate the efficient and timely completion of the Work. Contractor is solely responsible for and required to exercise full control over the Work, including the construction means, methods, techniques, sequences, procedures, safety precautions and programs, and coordination of all portions of the Work with that of all other contractors and Subcontractors, except to the extent that the Contract Documents provide other specific instructions. Contractor's responsibilities extend to any plan, method or sequence suggested, but not required by City or specified in the Contract Documents. From the date of commencement of the Work until either the date on which City formally accepts the Project or the effective date of termination of the Contract, whichever is later, Contractor bears all risks of injury or damage to the Work and the materials and equipment delivered to any Worksite, by any cause including fire, earthquake, wind, weather, vandalism, or theft, subject to the limitations of Laws, including Public Contract Code § 7105. (C) Project Administration. Contractor must provide sufficient and competent administration, staff, and skilled workforce necessary to perform and timely complete the Work in accordance with the Contract Documents. Before starting the Work, Contractor must designate in writing and provide complete contact information, including telephone numbers and email address, for the officer or employee in Contractor's organization who is to serve as Contractor's primary representative for the Project, and who has authority to act on Contractor's behalf. A Subcontractor may not serve as Contractor's primary representative. (D) On -Site Superintendent. Contractor must, at all times during performance of the Work, provide a qualified and competent full-time superintendent acceptable to City, and assistants as necessary, who must be physically present at the Project site while any aspect of the Work is being performed. The superintendent must have full authority to act and communicate on behalf of Contractor, and Contractor will be bound by the superintendent's communications to City. City's approval of the superintendent is required before the Work commences. If City is not satisfied with the superintendent's performance, City may request a qualified replacement of the superintendent. Failure to comply may result in temporary suspension of the Work, at Contractor's sole expense and with no extension of Contract Time, until an approved superintendent is physically present to supervise the Work. Contractor must provide written notice to City, as soon as practicable, before replacing the superintendent. (E) Standards. Contractor must, at all times, ensure that the Work is performed in an efficient, skillful manner following best practices and in full compliance with the Contract Documents, Laws, and applicable manufacturer's recommendations. Contractor has a material and ongoing obligation to provide true and complete information, to the best of its knowledge, with respect to all records, documents, or communications pertaining to the Project, including oral or written reports, statements, certifications, Change Order requests, or Claims. (F) Meetings. Contractor, its project manager, superintendent and any primary Subcontractors requested by City, must attend a pre -construction conference, if requested by City, as well as weekly Project progress meetings scheduled with City. If applicable, Contractor may also be required to participate in coordination meetings with other parties relating to other work being performed on or near the Project site or in relation to the Project, including work or activities performed by City, other contractors, or other utility owners. (G) Construction Records. Contractor will maintain up-to-date, thorough, legible, and dated daily job reports, which document all significant activity on the Project for each day that Work is performed on the Project. The daily report for each day must include the 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 38 number of workers at the Project site; primary Work activities; major deliveries; problems encountered, including injuries, if any; weather and site conditions; and delays, if any. Contractor will take date and time -stamped photographs to document general progress of the Project, including site conditions prior to construction activities, before and after photographs at offset trench laterals, existing improvements and utilities, damage and restoration. Contractor will maintain copies of all subcontracts, Project -related correspondence with Subcontractors, and records of meetings with Subcontractors. Upon request by the City, Contractor will permit review of and/or provide copies of any of these construction records. (H) Responsible Party. Contractor is solely responsible to City for the acts or omissions of any Subcontractors, or any other party or parties performing portions of the Work or providing equipment, materials or services for or on behalf of Contractor or the Subcontractors. Upon City's written request, Contractor must promptly and permanently remove from the Project, at no cost to City, any employee or Subcontractor or employee of a Subcontractor who the Engineer has determined to be incompetent, intemperate or disorderly, or who has failed or refused to perform the Work as required under the Contract Documents. (1) Correction of Defects. Contractor must promptly correct, at Contractor's sole expense, any Work that is determined by City to be deficient or defective in any way, including workmanship, materials, parts, or equipment. Workmanship, materials, parts, or equipment that do not conform to the requirements under the Contract Documents, as determined by City, will be considered defective and subject to rejection. Contractor must also promptly correct, at Contractor's sole expense, any Work performed beyond the lines and grades shown on the Plans or established by City, and any Extra Work performed without City's prior written approval. If Contractor fails to correct or to take reasonable steps toward correcting defective Work within five days following notice from City, or within the time specified in City's notice to correct, City may elect to have the defective Work corrected by its own forces or by a third party, in which case the cost of correction will be deducted from the Contract Price. If City elects to correct defective Work due to Contractor's failure or refusal to do so, City or its agents will have the right to take possession of and use any equipment, supplies, or materials available at the Project site or any Worksite on City property, in order to effectuate the correction, at no extra cost to City. Contractor's warranty obligations under Section 11.2, Warranty, will not be waived nor limited by City's actions to correct defective Work under these circumstances. Alternatively, City may elect to retain defective Work, and deduct the difference in value, as determined by the Engineer, from payments otherwise due to Contractor. This paragraph applies to any defective Work performed by Contractor during the one-year warranty period under Section 11.2. (J) Contractor's Records. Contractor must maintain all of its records relating to the Project in any form, including paper documents, photos, videos, electronic records, approved samples, and the construction records required pursuant to paragraph (G), above. Project records subject to this provision include complete Project cost records and records relating to preparation of Contractor's bid, including estimates, take -offs, and price quotes or bids. (1) Contractor's cost records must include all supporting documentation, including original receipts, invoices, and payroll records, evidencing its direct costs to perform the Work, including, but not limited to, costs for labor, materials, and equipment. Each cost record should include, at a minimum, a description of the expenditure with references to the applicable requirements of the Contract Documents, the amount actually paid, the date of payment, and whether the expenditure is part of the original Contract Price, related to an executed Change Order, or otherwise categorized by Contractor as Extra Work. Contractor's failure 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 39 to comply with this provision as to any claimed cost operates as a waiver of any rights to recover the claimed cost. (2) Contractor must continue to maintain its Project -related records in an organized manner for a period of five years after City's acceptance of the Project or following Contract termination, whichever occurs first. Subject to prior notice to Contractor, City is entitled to inspect or audit any of Contractor's records relating to the Project during Contractor's normal business hours. Contractor's records may also be subject to examination and audit by the California State Auditor, pursuant to Government Code § 8546.7. The record -keeping requirements set forth in this subsection 2.2(J) will survive expiration or termination of the Contract. (K) Copies of Project Documents. Contractor and its Subcontractors must keep copies, at the Project site, of all Work -related documents, including the Contract, permit(s), Plans, Specifications, addenda, Contract amendments, Change Orders, RFIs and RFI responses, Shop Drawings, as -built drawings, schedules, daily records, testing and inspection reports or results, and any related written interpretations. These documents must be available to City for reference at all times during construction of the Project. 2.3 Subcontractors. (A) General. All Work which is not performed by Contractor with its own forces must be performed by Subcontractors. City reserves the right to approve or reject any and all Subcontractors proposed to perform the Work, for reasons including the Subcontractor's poor reputation, lack of relevant experience, financial instability, and lack of technical ability or adequate trained workforce. Each Subcontractor must obtain a City business license before performing any Work. (B) Contractual Obligations. Contractor must require each Subcontractor to comply with the provisions of the Contract Documents as they apply to the Subcontractor's portion(s) of the Work, including the generally applicable terms of the Contract Documents, and to likewise bind their subcontractors. Contractor will provide that the rights that each Subcontractor may have against any manufacturer or supplier for breach of warranty or guarantee relating to items provided by the Subcontractor for the Project, will be assigned to City. Nothing in these Contract Documents creates a contractual relationship between a Subcontractor and City, but City is deemed to be a third -party beneficiary of the contract between Contractor and each Subcontractor. (C) Termination. If the Contract is terminated, each Subcontractor's agreement must be assigned by Contractor to City, subject to the prior rights of any surety, but only if and to the extent that City accepts, in writing, the assignment by written notification, and assumes all rights and obligations of Contractor pursuant to each such subcontract agreement. (D) Substitution of Subcontractor. If Contractor requests substitution of a listed Subcontractor under Public Contract Code § 4107, Contractor is solely responsible for all costs City incurs in responding to the request, including legal fees and costs to conduct a hearing, and any increased subcontract cost to perform the Work that was to be performed by the listed Subcontractor. If City determines that a Subcontractor is unacceptable to City based on the Subcontractor's failure to satisfactorily perform its Work, or for any of the grounds for substitution listed in Public Contract Code § 4107(a), City may request removal of the Subcontractor from the Project. Upon receipt of a written request from City to remove a Subcontractor pursuant to this paragraph, Contractor will 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 40 immediately remove the Subcontractor from the Project and, at no further cost to City, will either (1) self -perform the remaining Work to the extent that Contractor is duly licensed and qualified to do so, or (2) substitute a Subcontractor that is acceptable to City, in compliance with Public Contract Code § 4107, as applicable. 2.4 Coordination of Work. (A) Concurrent Work. City reserves the right to perform, have performed, or permit performance of other work on or adjacent to the Project site while the Work is being performed for the Project. Contractor is responsible for coordinating its Work with other work being performed on or adjacent to the Project site, including by any utility companies or agencies, and must avoid hindering, delaying, or interfering with the work of other contractors, individuals, or entities, and must ensure safe and reasonable site access and use as required or authorized by City. To the full extent permitted by law, Contractor must hold harmless and indemnify City against any and all claims arising from or related to Contractor's avoidable, negligent, or willful hindrance of, delay to, or interference with the work of any utility company or agency or another contractor or subcontractor. (B) Coordination. If Contractor's Work will connect or interface with work performed by others, Contractor is responsible for independently measuring and visually inspecting such work to ensure a correct connection and interface. Contractor is responsible for any failure by Contractor or its Subcontractors to confirm measurements before proceeding with connecting Work. Before proceeding with any portion of the Work affected by the construction or operations of others, Contractor must give the Project Manager prompt written notification of any defects Contractor discovers which will prevent the proper execution of the Work. Failure to give notice of any known or reasonably discoverable defects will be deemed acknowledgement by Contractor that the work of others is not defective and will not prevent the proper execution of the Work. Contractor must also promptly notify City if work performed by others, including work or activities performed by City's own forces, is operating to hinder, delay, or interfere with Contractor's timely performance of the Work. City reserves the right to backcharge Contractor for any additional costs incurred due to Contractor's failure to comply with the requirements in this Section 2.4. 2.5 Submittals. Unless otherwise specified, Contractor must submit to the Engineer for review and acceptance, all schedules, Shop Drawings, samples, product data, and similar submittals required by the Contract Documents, or upon request by the Engineer. Unless otherwise specified, all submittals, including Requests for Information, are subject to the general provisions of this Section, as well as specific submittal requirements that may be included elsewhere in the Contract Documents, including the Special Conditions or Specifications. The Engineer may require submission of a submittal schedule at or before a pre -construction conference, as may be specified in the Notice to Proceed. (A) General. Contractor is responsible for ensuring that its submittals are accurate and conform to the Contract Documents. (B) Time and Manner of Submission. Contractor must ensure that its submittals are prepared and delivered in a manner consistent with the current City -accepted schedule for the Work and within the applicable time specified in the Contract Documents, or if no time is specified, in such time and sequence so as not to delay the performance of the Work or completion of the Project. (C) Required Contents. Each submittal must include the Project name and contract number, Contractor's name and address, the name and address of any Subcontractor or 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 41 supplier involved with the submittal, the date, and references to applicable Specification section(s) and/or drawing and detail number(s). (D) Required Corrections. If corrections are required, Contractor must promptly make and submit any required corrections as specified in full conformance with the requirements of this Section, or other requirements that apply to that submittal. (E) Effect of Review and Acceptance. Review and acceptance of a submittal by City will not relieve Contractor from complying with the requirements of the Contract Documents. Contractor is responsible for any errors in any submittal, and review or acceptance of a submittal by City is not an assumption of risk or liability by City. (F) Enforcement. Any Work performed or any material furnished, installed, fabricated or used without City's prior acceptance of a required submittal is performed or provided at Contractor's risk, and Contractor may be required to bear the costs incident thereto, including the cost of removing and replacing such Work, repairs to other affected portions of the Work or material, and the cost of additional time or services required of City, including costs for the Design Professional, Project Manager, or Inspector. (G) Excessive RFIs. A RFI will be considered excessive or unnecessary if City determines that the explanation or response to the RFI is clearly and unambiguously discernable from the Contract Documents. City's costs to review and respond to excessive or unnecessary RFIs may be deducted from payments otherwise due to Contractor. 2.6 Shop Drawings. When Shop Drawings are required by the Specifications or requested by the Engineer, they must be prepared according to best practices at Contractor's expense. The Shop Drawings must be of a size and scale to clearly show all necessary details. Unless otherwise specified by City, Shop Drawings must be provided to the Engineer for review and acceptance at least 30 days before the Work will be performed. If City requires changes, the corrected Shop Drawings must be resubmitted to the Engineer for review within the time specified by the Engineer. For all Project components requiring Shop Drawings, Contractor will not furnish materials or perform any Work until the Shop Drawings for those components are accepted by City. Contractor is responsible for any errors or omissions in the Shop Drawings, shop fits and field corrections; any deviations from the Contract Documents; and for the results obtained by the use of Shop Drawings. Acceptance of Shop Drawings by City does not relieve Contractor of Contractor's responsibility. 2.7 Access to Work. Contractor must afford prompt and safe access to any Worksite by City and its employees, agents, or consultants authorized by City; and upon request by City, Contractor must promptly arrange for City representatives to visit or inspect manufacturing sites or fabrication facilities for items to be incorporated into the Work. 2.8 Personnel. Contractor and its Subcontractors must employ only competent and skillful personnel to perform the Work. Contractor and its Subcontractor's supervisors, security or safety personnel, and employees who have unescorted access to the Project site must possess proficiency in English sufficient to read, understand, receive, and implement oral or written communications or instructions relating to their respective job functions, including safety and security requirements. Upon written notification from the Engineer, Contractor and its Subcontractors must immediately discharge any personnel who are incompetent, disorderly, disruptive, threatening, abusive, or profane, or otherwise refuse or fail to comply with the requirements of the Contract Documents or Laws, including Laws pertaining to health and safety. Any such discharged personnel may not be re- employed or permitted on the Project in any capacity without City's prior written consent. 2026 Pavement Maintenance Phase 2 GENERAL CONDITIONS Project # 2026-102 Page 42 Article 3 - Contract Documents 3.1 Interpretation of Contract Documents. (A) Plans and Specifications. The Plans and Specifications included in the Contract Documents are complementary. If Work is shown on one but not on the other, Contractor must perform the Work as though fully described on both, consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the indicated results. The Plans and Specifications are deemed to include and require everything necessary and reasonably incidental to completion of the Work, whether or not particularly mentioned or shown. Contractor must perform all Work and services and supply all things reasonably related to and inferable from the Contract Documents. In the event of a conflict between the Plans and Specifications, the Specifications will control, unless the drawing(s) at issue are dated later than the Specification(s) at issue. Detailed drawings take precedence over general drawings, and large-scale drawings take precedence over smaller scale drawings. Any arrangement or division of the Plans and Specifications into sections is for convenience and is not intended to limit the Work required by separate trades. A conclusion presented in the Plans or Specifications is only a recommendation. Actual locations and depths must be determined by Contractor's field investigation. Contractor may request access to underlying or background information in City's possession that is necessary for Contractor to form its own conclusions. (B) Duty to Notify and Seek Direction. If Contractor becomes aware of a changed condition in the Project, or of any ambiguity, conflict, inconsistency, discrepancy, omission, or error in the Contract Documents, including the Plans or Specifications, Contractor must promptly submit a Request for Information to the Engineer and wait for a response from City before proceeding further with the related Work. The RFI must notify City of the issue and request clarification, interpretation or direction. The Engineer's clarification, interpretation or direction will be final and binding on Contractor. If Contractor proceeds with the related Work before obtaining City's response, Contractor will be responsible for any resulting costs, including the cost of correcting any incorrect or defective Work that results. Timely submission of a clear and complete RFI is essential to avoiding delay. Delay resulting from Contractor's failure to submit a timely and complete RFI to the Engineer is Non -Excusable Delay. If Contractor believes that City's response to an RFI justifies a change to the Contract Price or Contract Time, Contractor must perform the Work as directed, but may submit a timely Change Order request in accordance with the Contract Documents. (See Articles 5 and 6.) (C) Figures and Dimensions. Figures control over scaled dimensions. (D) Technical or Trade Terms. Any terms that have well-known technical or trade meanings will be interpreted in accordance with those meanings, unless otherwise specifically defined in the Contract Documents. (E) Measurements. Contractor must verify all relevant measurements in the Contract Documents and at the Project site before ordering any material or performing any Work, and will be responsible for the correctness of those measurements or for costs that could have been avoided by independently verifying measurements. (F) Compliance with Laws. The Contract Documents are intended to comply with Laws and will be interpreted to comply with Laws. 3.2 Order of Precedence. Information included in one Contract Document but not in another will not be considered a conflict or inconsistency. Unless otherwise specified in the Special Conditions, in case of any conflict or inconsistency among the Contract 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 43 Documents, the following order of precedence will apply, beginning from highest to lowest, with the most recent version taking precedent over an earlier version: (A) Change Orders; (B) Addenda; (C) Contract; (D) Notice to Proceed; (E) Attachment B — Federal Contract Requirements (only if used); (F) Special Conditions; (G) General Conditions; (H) Payment and Performance Bonds; (1) Specifications; W) Plans; (K) Notice of Potential Award; (L) Notice Inviting Bids; (M) Attachment A — Federal Bidding Requirements (only if used); (N) Instructions to Bidders; (0) Contractor's Bid Proposal and attachments; (P) the City's standard specifications, as applicable; and (Q) Any generic documents prepared by and on behalf of a third party, that were not prepared specifically for this Project, such as the Caltrans Standard Specifications or Caltrans Special Provisions. 3.3 Caltrans Standard Specifications. Any reference to or incorporation of the Standard Specifications of the State of California, Department of Transportation ("Caltrans"), including "Standard Specifications," "Caltrans Specifications," "State Specifications," or "CSS," means the most current edition of Caltrans' Standard Specifications, unless otherwise specified ("Caltrans Standard Specifications"), including the most current amendments as of the date that Contractor's bid was submitted for this Project. The following provisions apply to use of or reference to the Caltrans Standard Specifications or Special Provisions: (A) Limitations. The "General Provisions" of the Caltrans Standard Specifications, i.e., sections 1 through 9, do not apply to these Contract Documents with the exception of any specific provisions, if any, which are expressly stated to apply to these Contract Documents. (B) Conflicts or Inconsistencies. If there is a conflict or inconsistency between any provision in the Caltrans Standard Specifications or Special Provisions and a provision of these Contract Documents, as determined by City, the provision in the Contract Documents will govern. (C) Meanings. Terms used in the Caltrans Standard Specifications or Special Provisions are to be interpreted as follows: (1) Any reference to the "Engineer" is deemed to mean the City Engineer. (2) Any reference to the "Special Provisions" is deemed to mean the Special Conditions, unless the Caltrans Special Provisions are expressly included in the Contract Documents listed in Section 2 of the Contract. (3) Any reference to the "Department" or "State" is deemed to mean City. 3.4 For Reference Only. Contractor is responsible for the careful review of any document, study, or report provided by City or appended to the Contract Documents solely for informational purposes and identified as "For Reference Only." Nothing in any document, 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 44 study, or report so appended and identified is intended to supplement, alter, or void any provision of the Contract Documents. Contractor is advised that City or its representatives may be guided by information or recommendations included in such reference documents, particularly when making determinations as to the acceptability of proposed materials, methods, or changes in the Work. Any record drawings or similar final or accepted drawings or maps that are not part of the Contract Documents are deemed to be For Reference Only. The provisions of the Contract Documents are not modified by any perceived or actual conflict with provisions in any document that is provided For Reference Only. 3.5 Current Versions. Unless otherwise specified by City, any reference to standard specifications, technical specifications, or any City or state codes or regulations means the latest specification, code, or regulation in effect on the date that bids were due. 3.6 Conformed Copies. If City prepares a conformed set of the Contract Documents following award of the Contract, it will provide Contractor with one copy of the electronic file in PDF format. It is Contractor's responsibility to ensure that all Subcontractors, including fabricators, are provided with the conformed set of the Contract Documents at Contractor's sole expense. 3.7 Ownership. No portion of the Contract Documents may be used for any purpose other than construction of the Project, without prior written consent from City. Contractor is deemed to have conveyed the copyright in any designs, drawings, specifications, Shop Drawings, or other documents (in paper or electronic form) developed by Contractor for the Project, and City will retain all rights to such works, including the right to possession. Article 4 - Bonds, Indemnity, and Insurance 4.1 Payment and Performance Bonds. Within ten days following issuance of the Notice of Potential Award, Contractor is required to provide a payment bond and a performance bond, each in the penal sum of not less than 100% of the Contract Price, and each executed by Contractor and its surety using the bond forms included with the Contract Documents. (A) Surety. Each bond must be issued and executed by a surety admitted in California. If an issuing surety cancels the bond or becomes insolvent, within seven days following written notice from City, Contractor must substitute a surety acceptable to City. If Contractor fails to substitute an acceptable surety within the specified time, City may, at its sole discretion, withhold payment from Contractor until the surety is replaced to City's satisfaction, or terminate the Contract for default. (B) Supplemental Bonds for Increase in Contract Price. If the Contract Price increases during construction by five percent or more over the original Contract Price, Contractor must provide supplemental or replacement bonds within ten days of written notice from City pursuant to this Section, covering 100% of the increased Contract Price and using the bond forms included with the Contract Documents. 4.2 Indemnity. To the fullest extent permitted by law, Contractor must indemnify, defend, and hold harmless City, its Council, officers, officials, employees, agents, volunteers, and consultants (individually, an "Indemnitee," and collectively the "Indemnitees") from and against any and all liability, loss, damage, claims, causes of action, demands, charges, fines, costs, and expenses (including, without limitation, attorney fees, expert witness fees, paralegal fees, and fees and costs of litigation or arbitration) (collectively, "Liability") of every nature arising out of or in connection with the acts or omissions of Contractor, its 2026 Pavement Maintenance Phase 2 GENERAL CONDITIONS Project # 2026-102 Page 45 employees, Subcontractors, representatives, or agents, in bidding or performing the Work or in failing to comply with any obligation of Contractor under the Contract, except such Liability caused by the active negligence, sole negligence, or willful misconduct of an Indemnitee. This indemnity requirement applies to any Liability arising from alleged defects in the content or manner of submission of Contractor's bid for the Contract. Contractor's failure or refusal to timely accept a tender of defense pursuant to this Contract will be deemed a material breach of the Contract. City will timely notify Contractor upon receipt of any third -party claim relating to the Contract, as required by Public Contract Code § 9201. Contractor waives any right to express or implied indemnity against any Indemnitee. Contractor's indemnity obligations under this Contract will survive the expiration or any early termination of the Contract. 4.3 Insurance. No later than ten days following issuance of the Notice of Potential Award, Contractor must procure and provide proof of the insurance coverage required by this Section in the form of certificates and endorsements acceptable to City. The required insurance must cover the activities of Contractor and its Subcontractors relating to or arising from the performance of the Work, and must remain in full force and effect at all times during the period covered by the Contract, through the date of City's acceptance of the Project. All required insurance must be issued by a company licensed to do business in the State of California, and each such insurer must have an A.M. Best's financial strength rating of "A" or better and a financial size rating of "VIII" or better. If Contractor fails to provide any of the required coverage in full compliance with the requirements of the Contract Documents, City may, at its sole discretion, purchase such coverage at Contractor's expense and deduct the cost from payments due to Contractor, or terminate the Contract for default. The procurement of the required insurance will not be construed to limit Contractor's liability under this Contract or to fulfill Contractor's indemnification obligations under this Contract. (A) Policies and Limits. The following insurance policies and limits are required for this Contract, unless otherwise specified in the Special Conditions: (1) Commercial General Liability ("CGL') Insurance: The CGL insurance policy must be issued on an occurrence basis, written on a comprehensive general liability form, and must include coverage for liability arising from Contractor's or its Subcontractor's acts or omissions in the performance of the Work, including contractor's protective coverage, contractual liability, products and completed operations, and broad form property damage, with limits of at least $2,000,000 per occurrence and at least $4,000,000 general aggregate. The CGL insurance coverage may be arranged under a single policy for the full limits required or by a combination of underlying policies with the balance provided by excess or umbrella policies, provided each such policy complies with the requirements set forth in this Section, including required endorsements. (2) Automobile Liability Insurance: The automobile liability insurance policy must provide coverage of at least $2,000,000 combined single -limit per accident for bodily injury, death, or property damage, including hired and non -owned auto liability. (3) Workers' Compensation Insurance and Employer's Liability: The workers' compensation and employer's liability insurance policy must comply with the requirements of the California Labor Code, providing coverage of at least $1,000,000 or as otherwise required by the statute. If Contractor is self -insured, Contractor must provide its Certificate of Permission to Self -Insure, duly authorized by the DIR. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 46 (4) Pollution Liability Insurance: The pollution liability insurance policy must be issued on an occurrence basis, providing coverage of at least $2,000,000 for all loss arising out of claims for bodily injury, death, property damage, or environmental damage caused by pollution conditions resulting from the Work. (5) Builder's Risk Insurance: The builder's risk insurance policy must be issued on an occurrence basis, for all-risk or "all perils" coverage on a 100% completed value basis on the insurable portion of the Project for the benefit of City. (B) Notice. Each certificate of insurance must state that the coverage afforded by the policy or policies will not be reduced, cancelled or allowed to expire without at least 30 days advance written notice to City, unless due to non-payment of premiums, in which case ten days advance written notice must be made to City. (C) Waiver of Subrogation. Each required policy must include an endorsement providing that the carrier will waive any right of subrogation it may have against City. (D) Required Endorsements. The CGL policy, automobile liability policy, pollution liability policy, and builder's risk policy must include the following specific endorsements: (1) The City, including its Council, officials, officers, employees, agents, volunteers and consultants (collectively, "Additional Insured") must be named as an additional insured for all liability arising out of the operations by or on behalf of the named insured, and the policy must protect the Additional Insured against any and all liability for personal injury, death or property damage or destruction arising directly or indirectly in the performance of the Contract. The additional insured endorsement must be provided using ISO form CG 20 10 11 85 or equivalent form(s) approved by the City. (2) The inclusion of more than one insured will not operate to impair the rights of one insured against another, and the coverages afforded will apply as though separate policies have been issued to each insured. (3) The insurance provided by Contractor is primary and no insurance held or owned by any Additional Insured may be called upon to contribute to a loss. (4) This policy does not exclude explosion, collapse, underground excavation hazard, or removal of lateral support. (E) Contractor's Responsibilities. This Section 4.3 establishes the minimum requirements for Contractor's insurance coverage in relation to this Project, but is not intended to limit Contractor's ability to procure additional or greater coverage. Contractor is responsible for its own risk assessment and needs and is encouraged to consult its insurance provider to determine what coverage it may wish to carry beyond the minimum requirements of this Section. Contractor is solely responsible for the cost of its insurance coverage, including premium payments, deductibles, or self -insured retentions, and no Additional Insured will be responsible or liable for any of the cost of Contractor's insurance coverage. (F) Deductibles and Self -Insured Retentions. Any deductibles or self -insured retentions that apply to the required insurance (collectively, "deductibles") in excess of $100,000 are subject to approval by the City's Risk Manager, acting in his or her sole discretion, and must be declared by Contractor when it submits its certificates of insurance and endorsements pursuant to this Section 4.3. If the City's Risk Manager determines that the deductibles are unacceptably high, at City's option, Contractor must either reduce or eliminate the deductibles as they apply to City and all required Additional 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 47 Insured; or must provide a financial guarantee, to City's satisfaction, guaranteeing payment of losses and related investigation, claim administration, and legal expenses. (G) Subcontractors. Contractor must ensure that each Subcontractor is required to maintain the same insurance coverage required under this Section 4.3, with respect to its performance of Work on the Project, including those requirements related to the Additional Insureds and waiver of subrogation, but excluding pollution liability or builder's risk insurance unless otherwise specified in the Special Conditions. A Subcontractor may be eligible for reduced insurance coverage or limits, but only to the extent approved in writing in advance by the City's Risk Manager. Contractor must confirm that each Subcontractor has complied with these insurance requirements before the Subcontractor is permitted to begin Work on the Project. Upon request by the City, Contractor must provide certificates and endorsements submitted by each Subcontractor to prove compliance with this requirement. The insurance requirements for Subcontractors do not replace or limit the Contractor's insurance obligations. Article 5 - Contract Time 5.1 Time is of the Essence. Time is of the essence in Contractor's performance and completion of the Work, and Contractor must diligently prosecute the Work and complete it within the Contract Time. (A) General. Contractor must commence the Work on the date indicated in the Notice to Proceed and must fully complete the Work in strict compliance with all requirements of the Contract Documents and within the Contract Time. Contractor may not begin performing the Work before the date specified in the Notice to Proceed. (B) Authorization. Contractor is not entitled to compensation or credit for any Work performed before the date specified in the Notice to Proceed, with the exception of any schedules, submittals, or other requirements, if any, that must be provided or performed before issuance of the Notice to Proceed. (C) Rate of Progress. Contractor and its Subcontractors must, at all times, provide workers, materials, and equipment sufficient to maintain the rate of progress necessary to ensure full completion of the Work within the Contract Time. If City determines that Contractor is failing to prosecute the Work at a sufficient rate of progress, City may, in its sole discretion, direct Contractor to provide additional workers, materials, or equipment, or to work additional hours or days without additional cost to City, in order to achieve a rate of progress satisfactory to City. If Contractor fails to comply with City's directive in this regard, City may, at Contractor's expense, separately contract for additional workers, materials, or equipment or use City's own forces to achieve the necessary rate of progress. Alternatively, City may terminate the Contract based on Contractor's default. 5.2 Schedule Requirements. Contractor must prepare all schedules using standard, commercial scheduling software acceptable to the Engineer, and must provide the schedules in electronic and paper form as requested by the Engineer. In addition to the general scheduling requirements set forth below, Contractor must also comply with any scheduling requirements included in the Special Conditions or in the Technical Specifications. (A) Baseline (As -Planned) Schedule. Within ten calendar days following City's issuance of the Notice to Proceed (or as otherwise specified in the Notice to Proceed), Contractor must submit to City for review and acceptance a baseline (as -planned) schedule using critical path methodology showing in detail how Contractor plans to perform and fully complete the Work within the Contract Time, including labor, 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 48 equipment, materials, and fabricated items. The baseline schedule must show the order of the major items of Work and the dates of start and completion of each item, including when the materials and equipment will be procured. The schedule must also include the work of all trades, reflecting anticipated labor or crew hours and equipment loading for the construction activities, and must be sufficiently comprehensive and detailed to enable progress to be monitored on a day-by-day basis. For each activity, the baseline schedule must be dated, provided in the format specified in the Contract Documents or as required by City, and must include, at a minimum, a description of the activity, the start and completion dates of the activity, and the duration of the activity. (1) Specialized Materials Ordering. Within five calendar days following issuance of the Notice to Proceed, Contractor must order any specialized material or equipment for the Work that is not readily available from material suppliers. Contractor must also retain documentation of the purchase order date(s). (B) City's Review of Schedules. City will review and may note exceptions to the baseline schedule, and to the progress schedules submitted as required below, to assure completion of the Work within the Contract Time. Contractor is solely responsible for resolving any exceptions noted in a schedule and, within seven days, must correct the schedule to address the exceptions. City's review or acceptance of Contractor's schedules will not operate to waive or limit Contractor's duty to complete the Project within the Contract Time, nor to waive or limit City's right to assess liquidated damages for Contractor's unexcused failure to do so. (C) Progress Schedules. After City accepts the final baseline schedule with no exceptions, Contractor must submit an updated progress schedule and three-week look - ahead schedule, in the format specified by City, for review and acceptance with each application for a progress payment, or when otherwise specified by City, until completion of the Work. The updated progress schedule must: show how the actual progress of the Work as constructed to date compares to the baseline schedule; reflect any proposed changes in the construction schedule or method of operations, including to achieve Project milestones within the Contract Time; and identify any actual or potential impacts to the critical path. Contractor must also submit periodic reports to City of any changes in the projected material or equipment delivery dates for the Project. (1) Float. The progress schedule must show early and late completion dates for each task. The number of days between those dates will be designated as the "float." Any float belongs to the Project and may be allocated by the Engineer to best serve timely completion of the Project. (2) Failure to Submit Schedule. Reliable, up-to-date schedules are essential to efficient and cost-effective administration of the Project and timely completion. If Contractor fails to submit a schedule within the time periods specified in this Section, or submits a schedule to which City has noted exceptions that are not corrected, City may withhold up to five percent from payment(s) otherwise due to Contractor until the exceptions are resolved, the schedule is corrected and resubmitted, and City has accepted the schedule. In addition, Contractor's failure to comply with the schedule requirements in this Section 5.2 will be deemed a material default and a waiver of any claims for Excusable Delay or loss of productivity arising during any period when Contractor is out of compliance, subject only to the limits of Public Contract Code § 7102. (D) Recovery Schedule. If City determines that the Work is more than one week behind schedule, within seven days following written notice of such determination, Contractor must submit a recovery schedule, showing how Contractor intends to perform and complete the Work within the Contract Time, based on actual progress to date. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 49 (E) Effect of Acceptance. Contractor and its Subcontractors must perform the Work in accordance with the most current City -accepted schedule unless otherwise directed by City. City's acceptance of a schedule does not operate to extend the time for completion of the Work or any component of the Work, and will not affect City's right to assess liquidated damages for Contractor's unexcused delay in completing the Work within the Contract Time. (F) Posting. Contractor must at all times prominently post a copy of the most current City -accepted progress or recovery schedule in its on -site office. (G) Reservation of Rights. City reserves the right to direct the sequence in which the Work must be performed or to make changes in the sequence of the Work in order to facilitate the performance of work by City or others, or to facilitate City's use of its property. The Contract Time or Contract Price may be adjusted to the extent such changes in sequence actually increase or decrease Contractor's time or cost to perform the Work. (H) Authorized Working Days and Times. Contractor is limited to working Monday through Friday, excluding holidays, during City's normal business hours, except as provided in the Special Conditions or as authorized in writing by City. City reserves the right to charge Contractor for additional costs incurred by City due to Work performed on days or during hours not expressly authorized in the Contract Documents, including reimbursement of costs incurred for inspection, testing, and construction management services. 5.3 Delay and Extensions of Contract Time. (A) Notice of Delay. If Contractor becomes aware of any actual or potential delay affecting the critical path, Contractor must promptly notify the Engineer in writing, regardless of the nature or cause of the delay, so that City has a reasonable opportunity to mitigate or avoid the delay. (B) Excusable Delay. The Contract Time may be extended if Contractor encounters "Excusable Delay," which is an unavoidable delay in completing the Work within the Contract Time due to causes completely beyond Contractor's control, and which Contractor could not have avoided or mitigated through reasonable care, planning, foresight, or diligence, provided that Contractor is otherwise fully performing its obligations under the Contract Documents. Grounds for Excusable Delay may include fire, natural disasters including earthquake or unusually severe weather, acts of terror or vandalism, epidemic, unforeseeable adverse government actions, unforeseeable actions of third parties, encountering unforeseeable hazardous materials, unforeseeable site conditions, or suspension for convenience under Article 13. The Contract Time will not be extended based on circumstances which will not unavoidably delay completing the Work within the Contract Time based on critical path analysis. (C) Weather Delays. A "Weather Delay Day" is a Working Day during which Contractor and its forces, including Subcontractors, are unable to perform more than 40% of the critical path Work scheduled for that day due to adverse weather conditions which impair the ability to safely or effectively perform the scheduled critical path Work that day. Adverse weather conditions may include rain, saturated soil, and Project site clean-up required due to adverse weather. Determination of what constitutes critical path Work scheduled for that day will be based on the most current, City -approved schedule. Contractor will be entitled to a non-compensable extension of the Contract Time for each Weather Delay Day in excess of the normal Weather Delay Days within a given month as 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 50 determined by reliable records, including monthly rainfall averages, for the preceding ten years (or as otherwise specified in the Special Conditions or Specifications). (1) Contractor must fully comply with the applicable procedures in Articles 5 and 6 of the General Conditions regarding requests to modify the Contract Time. (2) Contractor will not be entitled to an extension of time for a Weather Delay Day to the extent Contractor is responsible for concurrent delay on that day. (3) Contractor must take reasonable steps to mitigate the consequences of Weather Delay Days, including prudent workforce management and protecting the Work, Project Site, materials, and equipment. (D) Non -Excusable Delay. Delay which Contractor could have avoided or mitigated through reasonable care, planning, foresight, or diligence is "Non -Excusable Delay." Contractor is not entitled to an extension of Contract Time or any compensation for Non - Excusable Delay, or for Excusable Delay that is concurrent with Non -Excusable Delay. Non -Excusable Delay includes delay caused by: (1) weather conditions which are normal for the location of the Project, as determined by reliable records, including monthly rainfall averages, for the preceding ten years; (2) Contractor's failure to order equipment and materials sufficiently in advance of the time needed for completion of the Work within the Contract Time; (3) Contractor's failure to provide adequate notification to utility companies or agencies for connections or services necessary for completion of the Work within the Contract Time; (4) foreseeable conditions which Contractor could have ascertained from reasonably diligent inspection of the Project site or review of the Contract Documents or other information provided or available to Contractor; (5) Contractor's failure, refusal, or financial inability to perform the Work within the Contract Time, including insufficient funds to pay its Subcontractors or suppliers; (6) performance or non-performance by Contractor's Subcontractors or suppliers; (7) the time required to respond to excessive RFls (see Section 2.5(G)); (8) delayed submission of required submittals, or the time required for correction and resubmission of defective submittals; (9) time required for repair of, re -testing, or re -inspection of defective Work; (10) enforcement of Laws by City, or outside agencies with jurisdiction over the Work; or (11) City's exercise or enforcement of any of its rights or Contractor's duties pursuant to the Contract Documents, including correction of defective Work, extra inspections or testing due to non-compliance with Contract requirements, safety compliance, environmental compliance, or rejection and return of defective or deficient submittals. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 51 (E) Compensable Delay. Pursuant to Public Contract Code § 7102, in addition to entitlement to an extension of Contract Time, Contractor is entitled to compensation for costs incurred due to delay caused solely by City, when that delay is unreasonable under the circumstances involved and not within the contemplation of the parties ("Compensable Delay"). Contractor is not entitled to an extension of Contract Time or recovery of costs for Compensable Delay that is concurrent with Non -Excusable Delay. Delay due to Weather Delay Days in excess of normal for a given month, as set forth in Section 5.3(C), is not Compensable Delay, and will only entitle Contractor to an extension of time commensurate with the time lost due to such delay. (F) Recoverable Costs. Contractor is not entitled to compensation for Excusable Delay unless it is Compensable Delay, as defined above. Contractor is entitled to recover only the actual, direct, reasonable, and substantiated costs ("Recoverable Costs") for each working day that the Compensable Delay prevents Contractor from proceeding with more than 50% of the critical path Work scheduled for that day, based on the most recent progress schedule accepted by City. Recoverable Costs will not include home office overhead or lost profit. (G) Request for Extension of Contract Time or Recoverable Costs. A request for an extension of Contract Time or any associated Recoverable Costs must be submitted in writing to City within 14 calendar days of the date the delay is first encountered, even if the duration of the delay is not yet known at that time, or any entitlement to the Contract Time extension or to the Recoverable Costs will be deemed waived. In addition to complying with the requirements of this Article 5, the request must be submitted in compliance with the Change Order request procedures in Article 6 below. Strict compliance with these requirements is necessary to ensure that any delay or consequences of delay may be mitigated as soon as possible, and to facilitate cost- efficient administration of the Project and timely performance of the Work. Any request for an extension of Contract Time or Recoverable Costs that does not strictly comply with all of the requirements of Article 5 and Article 6 will be deemed waived. (1) Required Contents. The request must include a detailed description of the cause(s) of the delay and must also describe the measures that Contractor has taken to mitigate the delay and/or its effects, including efforts to mitigate the cost impact of the delay, such as by workforce management or by a change in sequencing. If the delay is still ongoing at the time the request is submitted, the request should also include Contractor's plan for continued mitigation of the delay or its effects. (2) Delay Days and Costs. The request must specify the number of days of Excusable Delay claimed or provide a realistic estimate if the duration of the delay is not yet known. If Contractor believes it is entitled to Recoverable Costs for Compensable Delay, the request must specify the amount and basis for the Recoverable Costs that are claimed or provide a realistic estimate if the amount is not yet known. Any estimate of delay duration or cost must be updated in writing and submitted with all required supporting documentation as soon as the actual time and cost is known. The maximum extension of Contract Time will be the number of days, if any, by which an Excusable Delay or a Compensable Delay exceeds any concurrent Non -Excusable Delay. Contractor is entitled to an extension of Contract Time, or compensation for Recoverable Costs, only if, and only to the extent that, such delay will unavoidably delay Final Completion. (3) Supporting Documentation. The request must also include any and all supporting documentation necessary to evidence the delay and its actual impacts, including scheduling and cost impacts with a time impact analysis using 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 52 critical path methodology and demonstrating the unavoidable delay to Final Completion. The time impact analysis must be submitted in a form or format acceptable to City. (4) Burden of Proof. Contractor has the burden of proving that: the delay was an Excusable Delay or Compensable Delay, as defined above; Contractor has fully complied with its scheduling obligations in Section 5.2, Schedule Requirements; Contractor has made reasonable efforts to mitigate the delay and its schedule and cost impacts; the delay will unavoidably result in delaying Final Completion; and any Recoverable Costs claimed by Contractor were actually incurred and were reasonable under the circumstances. (5) Legal Compliance. Nothing in this Section 5.3 is intended to require the waiver, alteration, or limitation of the applicability of Public Contract Code § 7102. (6) No Waiver. Any grant of an extension of Contract Time, or compensation for Recoverable Costs due to Compensable Delay, will not operate as a waiver of City's right to assess liquidated damages for Non -Excusable Delay. (7) Dispute Resolution. In the event of a dispute over entitlement to an extension of Contract Time or compensation for Recoverable Costs, Contractor may not stop Work pending resolution of the dispute, but must continue to comply with its duty to diligently prosecute the performance and timely completion of the Work. Contractor's sole recourse for an unresolved dispute based on City's rejection of a Change Order request for an extension of Contract Time or compensation for Recoverable Costs is to comply with the dispute resolution provisions set forth in Article 12 below. 5.4 Liquidated Damages. It is expressly understood that if Final Completion is not achieved within the Contract Time, City will suffer damages from the delay that are difficult to determine and accurately specify. Pursuant to Public Contract Code § 7203, if Contractor fails to achieve Final Completion within the Contract Time due to Contractor's Non - Excusable Delay, City will charge Contractor in the amount specified in the Contract for each calendar day that Final Completion is delayed beyond the Contract Time, as liquidated damages and not as a penalty. Any waiver of accrued liquidated damages, in whole or in part, is subject to approval of the City Council or its authorized delegee. (A) Liquidated Damages. Liquidated damages will not be assessed for any Excusable Delay or Compensable Delay, as set forth above. (B) Milestones. Liquidated damages may also be separately assessed for failure to meet milestones specified elsewhere in the Contract Documents. (C) Setoff. City is entitled to deduct the amount of liquidated damages assessed against any payments otherwise due to Contractor, including progress payments, Final Payment, or unreleased retention. If there are insufficient Contract funds remaining to cover the full amount of liquidated damages assessed, City is entitled to recover the balance from Contractor or its performance bond surety. (D) Occupancy or Use. Occupancy or use of the Project in whole or in part prior to Final Completion does not constitute City's acceptance of the Project and will not operate as a waiver of City's right to assess liquidated damages for Contractor's Non -Excusable Delay in achieving Final Completion. (E) Other Remedies. City's right to liquidated damages under this Section applies only to damages arising from Contractor's Non -Excusable Delay or failure to complete 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 53 the Work within the Contract Time. City retains its right to pursue all other remedies under the Contract for other types of damage, including damage to property or persons, costs or diminution in value from defective materials or workmanship, costs to repair or complete the Work, or other liability caused by Contractor. Article 6 - Contract Modification 6.1 Contract Modification. Subject to the limited exception set forth in subsection (D) below, any change in the Work or the Contract Documents, including the Contract Price or Contract Time, will not be a valid and binding change to the Contract unless it is formalized in a Change Order, including a "no -cost" Change Order or a unilateral Change Order. Changes in the Work pursuant to this Article 6 will not operate to release, limit, or abridge Contractor's warranty obligations pursuant to Article 11 or any obligations of Contractor's bond sureties. (A) City -Directed Changes. City may direct changes in the scope or sequence of Work or the requirements of the Contract Documents, without invalidating the Contract. Such changes may include Extra Work as set forth in subsection (C) below, or deletion or modification of portions of the Work. Contractor must promptly comply with City -directed changes in the Work in accordance with the original Contract Documents, even if Contractor and City have not yet reached agreement as to adjustments to the Contract Price or Contract Time for the change in the Work or for the Extra Work. Contractor is not entitled to extra compensation for cost savings resulting from "value engineering" pursuant to Public Contract Code § 7101, except to the extent authorized in advance by City in writing, and subject to any applicable procedural requirements for submitting a proposal for value engineering cost savings. (B) Disputes. In the event of a dispute over entitlement to or the amount of a change in Contract Time or a change in Contract Price related to a City -directed change in the Work, Contractor must perform the Work as directed and may not delay its Work or cease Work pending resolution of the dispute, but must continue to comply with its duty to diligently prosecute the performance and timely completion of the Work, including the Work in dispute. Likewise, in the event that City and Contractor dispute whether a portion or portions of the Work are already required by the Contract Documents or constitute Extra Work, or otherwise dispute the interpretation of any portion(s) of the Contract Documents, Contractor must perform the Work as directed and may not delay its Work or cease Work pending resolution of the dispute, but must continue to comply with its duty to diligently prosecute the performance and timely completion of the Work, including the Work in dispute, as directed by City. If Contractor refuses to perform the Work in dispute, City may, acting in its sole discretion, elect to delete the Work from the Contract and reduce the Contract Price accordingly, and self -perform the Work or direct that the Work be performed by others. Alternatively, City may elect to terminate the Contract for convenience or for cause. Contractor's sole recourse for an unresolved dispute related to changes in the Work or performance of any Extra Work is to comply with the dispute resolution provisions set forth in Article 12, below. (C) Extra Work. City may direct Contractor to perform Extra Work related to the Project. Contractor must promptly perform any Extra Work as directed or authorized by City in accordance with the original Contract Documents, even if Contractor and City have not yet reached agreement on adjustments to the Contract Price or Contract Time for such Extra Work. If Contractor believes it is necessary to perform Extra Work due to changed conditions, Contractor must promptly notify the Engineer in writing, specifically identifying the Extra Work and the reason(s) the Contractor believes it is Extra Work. This notification requirement does not constitute a Change Order request pursuant to Section 6.2, below. Contractor must maintain detailed daily records that itemize the cost of each 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 54 element of Extra Work, and sufficiently distinguish the direct cost of the Extra Work from the cost of other Work performed. For each day that Contractor performs Extra Work, or Work that Contractor contends is Extra Work, Contractor must submit no later than the following Working Day, a daily report of the Extra Work performed that day and the related costs, together with copies of certified payroll, invoices, and other documentation substantiating the costs ("Extra Work Report"). The Engineer will make any adjustments to Contractor's Extra Work Report(s) based on the Engineer's records of the Work. When an Extra Work Report(s) is agreed on and signed by both City and Contractor, the Extra Work Report(s) will become the basis for payment under a duly authorized and signed Change Order. Failure to submit the required documentation by close of business on the next Working Day is deemed a full and complete waiver for any change in the Contract Price or Contract Time for any Extra Work performed that day. (D) Minor Changes and RFIs. Minor field changes, including RFI replies from City, that do not affect the Contract Price or Contract Time and that are approved by the Engineer acting within his or her scope of authority, do not require a Change Order. By executing an RFI reply from City, Contractor agrees that it will perform the Work as clarified therein, with no change to the Contract Price or Contract Time. (E) Remedy for Non -Compliance. Contractor's failure to promptly comply with a City -directed change is deemed a material breach of the Contract, and in addition to all other remedies available to it, City may, at its sole discretion, hire another contractor or use its own forces to complete the disputed Work at Contractor's sole expense, and may deduct the cost from the Contract Price. 6.2 Contractor Change Order Requests. Contractor must submit a request or proposal for a change in the Work, compensation for Extra Work, or a change in the Contract Price or Contract Time as a written Change Order request or proposal. (A) Time for Submission. Any request for a change in the Contract Price or the Contract Time must be submitted in writing to the Engineer within 14 calendar days of the date that Contractor first encounters the circumstances, information or conditions giving rise to the Change Order request, even if the total amount of the requested change in the Contract Price or impact on the Contract Time is not yet known at that time. If City requests that Contractor propose the terms of a Change Order, unless otherwise specified in City's request, Contractor must provide the Engineer with a written proposal for the change in the Contract Price or Contract Time within five working days of receiving City's request, in a form satisfactory to the Engineer. (B) Required Contents. Any Change Order request or proposal submitted by Contractor must include a complete breakdown of actual or estimated costs and credits, and must itemize labor, materials, equipment, taxes, insurance, subcontract amounts, and, if applicable, Extra Work Reports. Any estimated cost must be updated in writing as soon as the actual amount is known. (C) Required Documentation. All claimed costs must be fully documented, and any related request for an extension of time or delay -related costs must be included at that time and in compliance with the requirements of Article 5 of the General Conditions. Upon request, Contractor must permit City to inspect its original and unaltered bidding records, subcontract agreements, subcontract change orders, purchase orders, invoices, or receipts associated with the claimed costs. (D) Required Form. Contractor must use City's form(s) for submitting all Change Order requests or proposals, unless otherwise specified by City. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 55 (E) Certification. All Change Order requests must be signed by Contractor and must include the following certification: "The undersigned Contractor certifies under penalty of perjury that its statements and representations in this Change Order request are true and correct. Contractor warrants that this Change Order request is comprehensive and complete as to the Work or changes referenced herein, and agrees that any known or foreseeable costs, expenses, or time extension requests not included herein, are deemed waived." 6.3 Adjustments to Contract Price. The amount of any increase or decrease in the Contract Price will be determined based on one of the following methods listed below, in the order listed with unit pricing taking precedence over the other methods. Markup applies only to City -authorized time and material Work, and does not apply to any other payments to Contractor. For Work items or components that are deleted in their entirety, Contractor will only be entitled to compensation for those direct, actual, and documented costs (including restocking fees), reasonably incurred before Contractor was notified of the City's intent to delete the Work, with no markup for overhead, profit, or other indirect costs. (A) Unit Pricing. Amounts previously provided by Contractor in the form of unit prices, either in a bid schedule or in a post -award schedule of values pursuant to Section 8.1, Schedule of Values, will apply to determine the price for the affected Work, to the extent applicable unit prices have been provided for that type of Work. No additional markup for overhead, profit, or other indirect costs will be added to the calculation. (B) Lump Sum. A mutually agreed upon, all-inclusive lump sum price for the affected Work with no additional markup for overhead, profit, or other indirect costs. (C) Time and Materials. On a time and materials basis, if and only to the extent compensation on a time and materials basis is expressly authorized by City in advance of Contractor's performance of the Work and subject to any not -to -exceed limit. Time and materials compensation for increased costs or Extra Work (but not decreased costs or deleted Work) will include allowed markup for overhead, profit, and other indirect costs, calculated as the total of the following sums, the cumulative total of which may not exceed the maximum markup rate of 15%: (1) All direct labor costs provided by the Contractor, excluding superintendence, project management, or administrative costs, plus 15% markup; (2) All direct material costs provided by the Contractor, including sales tax, plus 15% markup; (3) All direct plant and equipment rental costs provided by the Contractor, plus 15% markup; (4) All direct additional subcontract costs plus 10% markup for Work performed by Subcontractors; and (5) Increased bond or insurance premium costs computed at 1.5% of the total of the previous four sums. 6.4 Unilateral Change Order. If the parties dispute the terms of a proposed Change Order, including disputes over the amount of compensation or extension of time that Contractor has requested, the value of deleted or changed Work, what constitutes Extra Work, or quantities used, City may elect to issue a unilateral Change Order, directing performance 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 56 of the Work, and authorizing a change in the Contract Price or Contract Time for the adjustment to compensation or time that the City believes is merited. Contractor's sole recourse to dispute the terms of a unilateral Change Order is to submit a timely Claim pursuant to Article 12, below. 6.5 Non -Compliance Deemed Waiver. Contractor waives its entitlement to any increase in the Contract Price or Contract Time if Contractor fails to fully comply with the provisions of this Article. Contractor will not be paid for unauthorized Extra Work. Article 7 - General Construction Provisions 7.1 Permits, Fees, Business License, and Taxes. (A) Permits, Fees, and City Business License. Contractor must obtain and pay for all permits, fees, and licenses required to perform the Work, including a City business license. Contractor must cooperate with and provide notifications to all government agencies with jurisdiction over the Project, as may be required. Contractor must provide City with copies of all records of permits and permit applications, payment of required fees, and any licenses required for the Work. (B) Taxes. Contractor must pay for all taxes on labor, material, and equipment, except Federal Excise Tax to the extent that City is exempt from Federal Excise Tax. 7.2 Temporary Facilities. Contractor must provide, at Contractor's sole expense, any and all temporary facilities for the Project, including an onsite staging area for materials and equipment, a field office, sanitary facilities, utilities, storage, scaffolds, barricades, walkways, and any other temporary structure required to safely perform the Work along with any incidental utility services. The location of all temporary facilities must be approved by the City prior to installation. Temporary facilities must be safe and adequate for the intended use and installed and maintained in accordance with Laws and the Contract Documents. Contractor must fence and screen the Project site and, if applicable, any separate Worksites, including the staging area, and its operation must minimize inconvenience to neighboring properties. Additional provisions pertaining to temporary facilities may be included in the Specifications or Special Conditions. (A) Utilities. Contractor must install and maintain the power, water, sewer, and all other utilities required for the Project site, including the piping, wiring, internet and wifi connections, and any related equipment necessary to maintain the temporary facilities. (B) Removal and Repair. Contractor must promptly remove all such temporary facilities when they are no longer needed or upon completion of the Work, whichever comes first. Contractor must promptly repair any damage to City's property or to other property caused by the installation, use, or removal of the temporary facilities, and must promptly restore the property to its original or intended condition. 7.3 Noninterference and Site Management. Contractor must avoid interfering with City's use of its property at or adjacent to the Project site, including use of roadways, entrances, parking areas, walkways, and structures. Contractor must also minimize disruption of access to private property in the Project vicinity. Contractor must coordinate with affected property owners, tenants, and businesses, and maintain some vehicle and pedestrian access to their residences or properties at all times. Temporary access ramps, fencing or other measures must be provided as needed. Before blocking access to a private driveway or parking lot, Contractor must provide effective notice to the affected parties at least 48 hours in advance of the pending closure and allow them to remove vehicles. 2026 Pavement Maintenance Phase 2 GENERAL CONDITIONS Project # 2026-102 Page 57 Private driveways, residences and parking lots must have access to a roadway during non -Work hours. (A) Offsite Acquisition. Unless otherwise provided by City, Contractor must acquire, use, and dispose of, at its sole expense, any Worksites, licenses, easements, and temporary facilities necessary to access and perform the Work. (B) Offsite Staging Area and Field Office. If additional space beyond the Project site is needed, such as for the staging area or the field office, Contractor may need to make arrangements with the nearby property owner(s) to secure the space. Before using or occupying any property owned by a third party, Contractor must provide City with a copy of the necessary license agreement, easement, or other written authorization from the property owner, together with a written release from the property owner holding City harmless from any related liability, in a form acceptable to the City Attorney. (C) Traffic Management. Contractor must provide traffic management and traffic controls as specified in the Contract Documents, as required by Laws, and as otherwise required to ensure public and worker safety, and to avoid interference with public or private operations or the normal flow of vehicular, bicycle, or pedestrian traffic. 7.4 Signs. No signs may be displayed on or about City's property, except signage which is required by Laws or by the Contract Documents, without City's prior written approval as to size, design, and location. 7.5 Project Site and Nearby Property Protections. (A) General. Contractor is responsible at all times, on a 24-hour basis and at its sole cost, for protecting the Work, the Project site, and the materials and equipment to be incorporated into the Work, until the City has accepted the Project, excluding any exceptions to acceptance, if any. Except as specifically authorized by City, Contractor must confine its operations to the area of the Project site indicated in the Plans and Specifications. Contractor is liable for any damage caused by Contractor or its Subcontractors to the Work, City's property, the property of adjacent or nearby property owners and the work or personal property of other contractors working for City, including damage related to Contractor's failure to adequately secure the Work or any Worksite. (1) Subject to City's approval, Contractor will provide and install safeguards to protect the Work; any Worksite, including the Project site; City's real or personal property and the real or personal property of adjacent or nearby property owners, including plant and tree protections. (2) City wastewater systems may not be interrupted. If the Work disrupts existing sewer facilities, Contractor must immediately notify City and establish a plan, subject to City's approval, to convey the sewage in closed conduits back into the sanitary sewer system. Sewage must not be permitted to flow in trenches or be covered by backfill. (3) Contractor must remove with due care, and store at City's request, any objects or material from the Project site that City will salvage or reuse at another location. (4) If directed by Engineer, Contractor must promptly repair or replace any property damage, as specified by the Engineer. However, acting in its sole discretion, City may elect to have the property damage remedied otherwise, and 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 58 may deduct the cost to repair or replace the damaged property from payment otherwise due to Contractor. (5) Contractor will not permit any structure or infrastructure to be loaded in a manner that will damage or endanger the integrity of the structure or infrastructure. (B) Securing Project Site. After completion of Work each day, Contractor must secure the Project site and, to the extent feasible, make the area reasonably accessible to the public unless City approves otherwise. All excess materials and equipment not protected by approved traffic control devices must be relocated to the staging area or demobilized. Trench spoils must be hauled off the Project site daily and open excavations must be protected with steel plates. Contractor and Subcontractor personnel may not occupy or use the Project site for any purpose during non -Work hours, except as may be provided in the Contract Documents or pursuant to prior written authorization from City. (C) Unforeseen Conditions. If Contractor encounters facilities, utilities, or other unknown conditions not shown on or reasonably inferable from the Plans or apparent from inspection of the Project site, Contractor must immediately notify the City and promptly submit a Request for Information to obtain further directions from the Engineer. Contractor must avoid taking any action which could cause damage to the facilities or utilities pending further direction from the Engineer. The Engineer's written response will be final and binding on Contractor. If the Engineer's subsequent direction to Contractor affects Contractor's cost or time to perform the Work, Contractor may submit a Change Order request as set forth in Article 6 above. (D) Support; Adjacent Properties. Contractor must provide, install, and maintain all shoring, bracing, and underpinning necessary to provide support to City's property and adjacent properties and improvements thereon. Contractor must provide notifications to adjacent property owners as may be required by Laws. See also, Section 7.15, Trenching of Five Feet or More. (E) Notification of Property Damage. Contractor must immediately notify the City of damage to any real or personal property resulting from Work on the Project. Contractor must immediately provide a written report to City of any such property damage in excess of $500 (based on estimated cost to repair or replace) within 24 hours of the occurrence. The written report must include: (1) the location and nature of the damage, and the owner of the property, if known; (2) the name and address of each employee of Contractor or any Subcontractor involved in the damage; (3) a detailed description of the incident, including precise location, time, and names and contact information for known witnesses; and (4) a police or first responder report, if applicable. If Contractor is required to file an accident report with another government agency, Contractor will provide a copy of the report to City. 7.6 Materials and Equipment. (A) General. Unless otherwise specified, all materials and equipment required for the Work must be new, free from defects, and of the best grade for the intended purpose, and furnished in sufficient quantities to ensure the proper and expeditious performance of the Work. Contractor must employ measures to preserve the specified quality and fitness of the materials and equipment. Unless otherwise specified, all materials and equipment required for the Work are deemed to include all components required for complete installation and intended operation and must be installed in accordance with the manufacturer's recommendations or instructions. Contractor is responsible for all shipping, handling, and storage costs associated with the materials and equipment required for the Work. Contractor is responsible for providing security and protecting the 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 59 Work and all of the required materials, supplies, tools and equipment at Contractor's sole cost until City has formally accepted the Project as set forth in Section 11.1, Final Completion. Contractor will not assign, sell, mortgage, or hypothecate any materials or equipment for the Project, or remove any materials or equipment that have been installed or delivered. (B) City -Provided. If the Work includes installation of materials or equipment to be provided by City, Contractor is solely responsible for the proper examination, handling, storage, and installation in accordance with the Contract Documents. Contractor must notify City of any defects discovered in City -provided materials or equipment, sufficiently in advance of scheduled use or installation to afford adequate time to procure replacement materials or equipment as needed. Contractor is solely responsible for any loss of or damage to such items which occurs while the items are in Contractor's custody and control, the cost of which may be offset from the Contract Price and deducted from any payment(s) due to Contractor. (C) Existing City Equipment. Contractor will carefully remove all existing equipment from the Worksite. If the City specifies or indicates that equipment is to be salvaged and reused or to remain the property of City then the Contractor will reuse or return the equipment to the City. Contractor will store and protect salvaged equipment specified to be reused in the Work. Contractor will deliver to the City in good condition the equipment that is to remain City property but not be reused in the Work. (1) If an item specified to be salvaged is damaged during its removal, storage, or handling through carelessness or improper procedures, then Contractor will replace that equipment in kind or with a new item. For those items specified to be salvaged Contractor may choose to instead furnish and install new equipment, in which case the original, removed items will become Contractor's property. Existing materials and equipment removed by Contractor will only be reused in the Work if so specified or indicated by the City. (D) Intellectual Property Rights. Contractor must, at its sole expense, obtain any authorization or license required for use of patented or copyright -protected materials, equipment, devices, or processes that are incorporated into the Work. Contractor's indemnity obligations in Article 4 apply to any claimed violation of intellectual property rights. (E) Certificate of Compliance. When a Certificate of Compliance is specified, or for any material or item ("material") produced or assembled outside of the United States, Contractor must submit a Certificate of Compliance before incorporating that material into the Project. A Certificate of Compliance must be submitted for each lot of material delivered to the Project site, and in a form acceptable to the City Engineer, identifying the material, its source, and the lot. Each Certificate of Compliance must be signed by the material producer stating that the material fully complies with the applicable requirements of the Specifications. Submission of a Certificate of Compliance will not limit Contractor's continuing obligation to use only materials that conform with the requirements of the Contract Documents. Any materials furnished pursuant to a Certificate of Compliance may be inspected or tested at any time by City, subject to the inspection and testing provisions of Article 7, and defective or non -conforming material may be rejected at any time, even if already installed. (F) Site Materials. Except as otherwise specified, City retains full ownership of and all rights to use any water, soil, stone, gravel, sand, minerals or other materials ("Site Materials") on City property, including the Project site, and including any site materials that have been extracted, excavated, or otherwise affected or made accessible by 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 60 performance of the Work. However, City, acting in its sole discretion, may provide written authorization in the Special Conditions or in the Specifications or in a Change Order for Contractor to make use of or incorporate specified Site Materials in the Work. (G) Mined Materials. Pursuant to the Surface Mining and Reclamation Act of 1975, Public Resources Code § 2710 et seq., any purchase of mined materials, such as construction aggregate, sand, gravel, crushed stone, road base, fill materials, and any other mineral materials must originate from a surface mining operation included on the AB 3098 List, which is available online at: ftp://ftp.consrv.ca.-gov/pub/omr/AB3098%2OList/AB3908List. pdf 7.7 Substitutions. (A) "Or Equal. "Any Specification designating a material, product, or thing (collectively, "item") or service by specific brand or trade name, followed by the words "or equal," is intended only to indicate the quality and type of item or service desired, and Contractor may request use of any equal item or service. Unless otherwise stated in the Specifications, any reference to a specific brand or trade name for an item or service that is used solely for the purpose of describing the type of item or service desired, will be deemed to be followed by the words "or equal." A substitution will only be approved if it is a true "equal" item or service in every aspect of design, function, and quality, as determined by City, including dimensions, weight, maintenance requirements, durability, fit with other elements, and schedule impacts. (B) Request for Substitution. A post -award request for substitution of an item or service must be submitted in writing to the Engineer for approval in advance, within the applicable time period provided in the Contract Documents. If no time period is specified, the substitution request may be submitted any time within 35 days after the date of award of the Contract, or sufficiently in advance of the time needed to avoid delay of the Work, whichever is earlier. (C) Substantiation. Any available data substantiating the proposed substitute as an equal item or service must be submitted with the written request for substitution. Contractor's failure to timely provide all necessary substantiation, including any required test results as soon as they are available, is grounds for rejection of the proposed substitution, without further review. (D) Burden of Proving Equality. Contractor has the burden of proving the equality of the proposed substitution at Contractor's sole cost. City has sole discretion to determine whether a proposed substitution is equal, and City's determination is final. (E) Approval or Rejection. If the proposed substitution is approved, Contractor is solely responsible for any additional costs or time associated with the substituted item or service. If the proposed substitution is rejected, Contractor must, without delay, install the item or use the service as specified by City. (F) Contractor's Obligations. City's approval of a proposed substitution will not relieve Contractor from any of its obligations under the Contract Documents. In the event Contractor makes an unauthorized substitution, Contractor will be solely responsible for all resulting cost impacts, including the cost of removal and replacement and the impact to other design elements. 7.8 Testing and Inspection. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 61 (A) General. All materials, equipment, and workmanship used in the Work are subject to inspection and testing by City at all times and at all locations during construction and/or fabrication, including at any Worksite, shops, and yards. All manufacturers' application or installation instructions must be provided to the Inspector at least ten days prior to the first such application or installation. Contractor must, at all times, make the Work available for testing or inspection. Neither City's inspection or testing of Work, nor its failure to do so, operate to waive or limit Contractor's duty to complete the Work in accordance with the Contract Documents. (B) Scheduling and Notification. Contractor must cooperate with City in coordinating the inspections and testing. Contractor must submit samples of materials, at Contractor's expense, and schedule all tests required by the Contract Documents in time to avoid any delay to the progress of the Work. Contractor must notify the Engineer no later than noon of the Working Day before any inspection or testing and must provide timely notice to the other necessary parties as specified in the Contract Documents. If Contractor schedules an inspection or test beyond regular Work hours, or on a Saturday, Sunday, or recognized City holiday, Contractor must notify the Engineer at least two Working Days in advance for approval. If approved, Contractor must reimburse City for the cost of the overtime inspection or testing. Such costs, including the City's hourly costs for required personnel, may be deducted from payments otherwise due to Contractor. (C) Responsibility for Costs. City will bear the initial cost of inspection and testing to be performed by independent consultants retained by City, subject to the following exceptions: (1) Contractor will be responsible for the costs of any subsequent inspections or tests which are required to substantiate compliance with the Contract Documents, and any associated remediation costs. (2) Contractor will be responsible for inspection costs, at City's hourly rates, for inspection time lost because the Work is not ready, or Contractor fails to appear for a scheduled inspection. (3) If any portion of the Work that is subject to inspection or testing is covered or concealed by Contractor prior to the inspection or testing, Contractor will bear the cost of making that portion of the Work available for the inspection or testing required by the Contract Documents, and any associated repair or remediation costs. (4) Contractor is responsible for properly shoring all compaction test sites deeper than five feet below grade, as required under Section 7.15 below. (5) Any Work or material that is defective or fails to comply with the requirements of the Contract Documents must be promptly repaired, removed, replaced, or corrected by Contractor, at Contractor's sole expense, even if that Work or material was previously inspected or included in a progress payment. (D) Contractor's Obligations. Contractor is solely responsible for any delay occasioned by remediation of defective or noncompliant Work or material. Inspection or testing of the Work does not in any way relieve Contractor of its obligations to perform the Work as specified. Any Work done without the inspection(s) or testing required by the Contract Documents will be subject to rejection by City. (E) Distant Locations. If required off -site testing or inspection must be conducted at a location more than 100 miles from the Project site, Contractor is solely responsible for the additional travel costs required for testing and/or inspection at such locations. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 62 (F) Plant Inspection. If specified in the Contract Documents, or upon written request by City, Contractor must use its best efforts to facilitate and arrange for City's inspection, sampling or testing of materials or items required for the Work at the plant or facility from which the materials or items are to be obtained. Contractor's best efforts must include contacting the producer or manufacturer on a timely basis to schedule inspection by City's selected representative, including appropriate access and any safety equipment, all at no cost to City. The inspection must be scheduled sufficiently in advance of the planned shipping or production date to allow for alternative arrangements if the City determined that the materials or items do not meet the requirements of the Specifications. Nothing in this provision obligates City to inspect materials or items at the source plant or facility. (F) Final Inspection. The provisions of this Section 7.8 also apply to final inspection under Article 11, Completion and Warranty Provisions. 7.9 Project Site Conditions and Maintenance. Contractor must at all times, on a 24-hour basis and at its sole cost, maintain the Project site and staging and storage areas in clean, neat, and sanitary condition and in compliance with all Laws pertaining to safety, air quality, and dust control. Adequate toilets must be provided, and properly maintained and serviced for all workers on the Project site, located in a suitably secluded area, subject to City's prior approval. Contractor must also, on a daily basis and at its sole cost, remove and properly dispose of the debris and waste materials from the Project site. (A) Protection of Existing Property, Structures, and Utilities. If the Specifications indicate existing above -grade and below -grade structures, drainage lines, storm drains, sewers, water, gas, electrical, phone and data cable, and other similar items or utilities known to the City, then Contractor will locate these known existing installations before proceeding with trenching or other operations which may cause damage, will maintain them in service where appropriate, and will repair any damage caused to them by the Work, at no increase in the Contract Price. (1) Contractor may temporarily mark or paint the ground, pavement, sidewalk, or any other improvements, but must not do so in a public right-of-way or on the Project site more than 30 days prior to the commencement of excavation work performed in connection with an installation. Any mark or paint must be removed from all surfaces, including any decorative work, within 30 days of the completion of the excavation work. Contractor is responsible for any expense associated with damages caused by the Contractor's mark or paint, including the removal thereof. (2) Contractor will record the location and existence of pavement markers and striping prior to construction and will provide such records to the City Engineer. Contractor will replace in -kind any permanent paving marker or striping that it removes or damages, or as marked in the Specifications, at its expense. (B) Air Emissions Control. Contractor must not discharge smoke or other air contaminants into the atmosphere in violation of any Laws. Contractor must comply with all Laws, including the California Air Resources Board's In -Use Off -Road Diesel -Fueled Fleets Regulation (13 CCR § 2449 et seq.). (C) Dust and Debris. Contractor must minimize and confine dust and debris resulting from the Work. Contractor must abate dust nuisance by cleaning, sweeping, and immediately sprinkling with water excavated areas of dirt or other materials prone to cause dust, and within one hour after the Engineer notifies Contractor that an airborne nuisance exists. The Engineer may direct that Contractor provide an approved water- 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 63 spraying truck for this purpose. If water is used for dust control, Contractor will only use the minimum necessary. Contractor must take all necessary steps to keep waste water out of streets, gutters, or storm drains. See Section 7.19, Environmental Control. If City determines that the dust control is not adequate, City may have the work done by others and deduct the cost from the Contract Price. Contractor will immediately remove any excess excavated material from the Project site and any dirt deposited on public streets. (D) Clean up. Before discontinuing Work in an area, Contractor must clean the area and remove all debris and waste along with the construction equipment, tools, machinery, and surplus materials. (1) Except as otherwise specified, all excess Project materials, and the materials removed from existing improvements on the Project site with no salvage value or intended reuse by City, will be Contractor's property. (2) Hauling trucks and other vehicles leaving the Project site must be cleaned of exterior mud or dirt before traveling on City streets. Materials and loose debris must be delivered and loaded to prevent dropping materials or debris. Contractor must immediately remove spillage from hauling on any publicly traveled way. Streets affected by Work on the Project must be kept clean by street sweeping. (E) Disposal. Contractor must dispose of all Project debris and waste materials in a safe and legal manner. Contractor may not burn or bury waste materials on the Project site. Contractor will not allow any dirt, refuse, excavated material, surplus concrete or mortar, or any associated washings, to be disposed of onto streets, into manholes or into the storm drain system. (E) Completion. At the completion of the Work, Contractor must remove from the Project site all of its equipment, tools, surplus materials, waste materials and debris, presenting a clean and neat appearance. Before demobilizing from the Project site, Contractor must ensure that all surfaces are cleaned, sealed, waxed, or finished as applicable, and that all marks, stains, paint splatters, and the like have been properly removed from the completed Work and the surrounding areas. Contractor must ensure that all parts of the construction are properly joined with the previously existing and adjacent improvements and conditions. Contractor must provide all cutting, fitting and patching needed to accomplish that requirement. Contractor must also repair or replace all existing improvements that are damaged or removed during the Work, both on and off the Project site, including curbs, sidewalks, driveways, fences, signs, landscaping, utilities, street surfaces and structures. Repairs and replacements must be at least equal to the previously existing improvements, and the condition, finish and dimensions must match the previously existing improvements. Contractor must restore to original condition all property or items that are not designated for alteration under the Contract Documents and leave each Worksite clean and ready for occupancy or use by City. (F) Non -Compliance. If Contractor fails to comply with its maintenance and cleanup obligations or any City clean up order, City may, acting in its sole discretion, elect to suspend the Work until the condition(s) is corrected with no increase in the Contract Time or Contract Price, or undertake appropriate cleanup measures without further notice and deduct the cost from any amounts due or to become due to Contractor. 7.10 Instructions and Manuals. Contractor must provide to City one hard copy and one electronic file in PDF format of all instructions and manuals required by the Contract Documents, unless otherwise specified. These must be complete as to drawings, details, parts lists, performance data, and other information that may be required for City to easily maintain and service the materials and equipment installed for this Project. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 64 (A) Submittal Requirements. The instructions and manuals, along with any required guarantees, must be delivered to City for review prior to requesting final inspection pursuant to Section 11.1(A), unless otherwise specified. (B) Training. Contractor or its Subcontractors must train City's personnel in the operation and maintenance of any complex equipment or systems as a condition precedent to Final Completion, if required in the Contract Documents. 7.11 As -built Drawings. Contractor and its Subcontractors must prepare and maintain at the Project site a detailed, complete and accurate as -built set of the Plans which will be used solely for the purpose of recording changes made in any portion of the original Plans in order to create accurate record drawings at the end of the Project. (A) Duty to Update. The as -built drawings must be updated as changes occur, on a daily basis if necessary. City may withhold the estimated cost for City to have the as -built drawings prepared from payments otherwise due to Contractor, until the as -built drawings are brought up to date to the satisfaction of City. Actual locations to scale must be identified on the as -built drawings for all runs of mechanical and electrical work, including all site utilities installed underground, in walls, floors, or otherwise concealed. Deviations from the original Plans must be shown in detail. The exact location of all main runs, whether piping, conduit, ductwork or drain lines, must be shown by dimension and elevation. The location of all buried pipelines, appurtenances, or other improvements must be represented by coordinates and by the horizontal distance from visible above- ground improvements. (B) Final Completion. Contractor must verify that all changes in the Work are depicted in the as -built drawings and must deliver the complete set of as -built drawings to the Engineer for review and acceptance as a condition precedent to Final Completion and Final Payment. 7.12 Existing Utilities. (A) General. The Work may be performed in developed, urban areas with existing utilities, both above and below ground, including utilities identified in the Contract Documents or in other informational documents or records. Contractor must take due care to locate identified or reasonably identifiable utilities before proceeding with trenching, excavation, or any other activity that could damage or disrupt existing utilities. This may include excavation with small equipment, potholing, or hand excavation, and, if practical, using white paint or other suitable markings to delineate the area to be excavated. Except as otherwise provided herein, Contractor will be responsible for costs resulting from damage to identified or reasonably identifiable utilities due to Contractor's negligence or failure to comply with the Contract Documents, including the requirements in this Article 7. (B) Unidentified Utilities. Pursuant to Government Code § 4215, if, during the performance of the Work, Contractor discovers utility facilities not identified by City in the Contract Documents, Contractor must immediately provide written notice to City and the utility. City assumes responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities located on the Project site if those utilities are not identified in the Contract Documents. Contractor will be compensated in accordance with the provisions of the Contract Documents for the costs of locating, repairing damage not due to Contractor's failure to exercise reasonable care, and removing or relocating utility facilities not indicated in the Plans or Specifications with reasonable accuracy, and for equipment on the Project necessarily idled during such work. Contractor will not be assessed liquidated damages for delay in completion of the Work, to the extent the delay was caused by City's failure to provide for removal or relocation of the utility facilities. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 65 7.13 Notice of Excavation. Contractor must comply with all applicable requirements in Government Code § 4216 et seq., which are incorporated by reference herein. 7.14 Trenching and Excavations of Four Feet or More. As required by Public Contract Code § 7104, if the Work includes digging trenches or other excavations that extend deeper than four feet below the surface, the provisions in this Section apply to the Work and the Project. (A) Duty to Notify. Contractor must promptly, and before the following conditions are disturbed, provide written notice to City if Contractor finds any of the following conditions: (1) Material that Contractor believes may be a hazardous waste, as defined in § 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with the provisions of existing Laws; (2) Subsurface or latent physical conditions at the Project site differing from those indicated by information about the Project site made available to bidders prior to the deadline for submitting bids; or (3) Unknown physical conditions at the Project site of any unusual nature, materially different from those ordinarily encountered and generally recognized as inherent in work of the character required by the Contract Documents. (B) City Investigation. City will promptly investigate the conditions and if City finds that the conditions materially differ from those indicated, apparent, or reasonably inferred from information about the Project site made available to bidders, or involve hazardous waste, and cause a decrease or increase in Contractor's cost of, or the time required for, performance of any part of the Work, City will issue a Change Order. (C) Disputes. In the event that a dispute arises between City and Contractor regarding any of the conditions specified in subsection (B) above, or the terms of a Change Order issued by City, Contractor will not be excused from completing the Work within the Contract Time, but must proceed with all Work to be performed under the Contract. Contractor will retain any and all rights provided either by the Contract or by Laws which pertain to the resolution of disputes between Contractor and City. 7.15 Trenching of Five Feet or More. As required by Labor Code § 6705, if the Contract Price exceeds $25,000 and the Work includes the excavation of any trench or trenches of five feet or more in depth, a detailed plan must be submitted to City for acceptance in advance of the excavation. The detailed plan must show the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation. If the plan varies from the shoring system standards, it must be prepared by a California registered civil or structural engineer. Use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders is prohibited. 7.16 New Utility Connections. Except as otherwise specified, City will pay connection charges and meter costs for new permanent utilities required by the Contract Documents, if any. Contractor must notify City sufficiently in advance of the time needed to request service from each utility provider so that connections and services are initiated in accordance with the Project schedule. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 66 7.17 Lines and Grades. Contractor is required to use any benchmark provided by the Engineer. Unless otherwise specified in the Contract Documents, Contractor must provide all lines and grades required to execute the Work. Contractor must also provide, preserve, and replace if necessary, all construction stakes required for the Project. All stakes or marks must be set by a California licensed surveyor or a California registered civil engineer. Contractor must notify the Engineer of any discrepancies found between Contractor's staking and grading and information provided by the Contract Documents. Upon completion, all Work must conform to the lines, elevations, and grades shown in the Plans, including any changes directed by a Change Order. 7.18 Historic or Archeological Items. (A) Contractor's Obligations. Contractor must ensure that all persons performing Work at the Project site are required to immediately notify the Project Manager, upon discovery of any potential historic or archeological items, including historic or prehistoric ruins, a burial ground, archaeological or vertebrate paleontological site, including fossilized footprints or other archeological, paleontological or historical feature on the Project site (collectively, "Historic or Archeological Items"). (B) Discovery; Cessation of Work. Upon discovery of any potential Historic or Archeological Items, Work must be stopped within an 85-foot radius of the find and may not resume until authorized in writing by City. If required by City, Contractor must assist in protecting or recovering the Historic or Archeological Items, with any such assistance to be compensated as Extra Work on a time and materials basis under Article 6, Contract Modification. At City's discretion, a suspension of Work required due to discovery of Historic or Archeological Items may be treated as Excusable Delay pursuant to Article 5, or as a suspension for convenience under Article 13. 7.19 Environmental Control. Contractor must not pollute any drainage course or its tributary inlets with fuels, oils, bitumens, acids, insecticides, herbicides or other harmful materials. Contractor must prevent the release of any hazardous material or hazardous waste into the soil or groundwater, and prevent the unlawful discharge of pollutants into City's storm drain system and watercourses as required below. Contractor and its Subcontractors must at all times in the performance of the Work comply with all Laws concerning pollution of waterways. (A) Stormwater Permit. Contractor must comply with all applicable conditions of the State Water Resources Control Board National Pollutant Discharge Elimination System General Permit for Waste Discharge Requirements for Discharges of Stormwater Runoff Associated with Construction Activity ("Stormwater Permit"). (B) Contractor's Obligations. If required for the Work, a copy of the Stormwater Permit is on file in City's principal administrative offices, and Contractor must comply with it without adjustment of the Contract Price or the Contract Time. Contractor must timely and completely submit required reports and monitoring information required by the conditions of the Stormwater Permit. Contractor also must comply with all other Laws governing discharge of stormwater, including applicable municipal stormwater management programs. 7.20 Noise Control. Contractor must comply with all applicable noise control Laws. Noise control requirements apply to all equipment used for the Work or related to the Work, including trucks, transit mixers or transient equipment that may or may not be owned by Contractor. 7.21 Mined Materials. Pursuant to Public Contract Code § 20676, Contractor will not purchase any sand, gravel, or other minerals for the Work from an operation subject to 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 67 the Surface Mining and Reclamation Act of 1975 (Public Resources Code § 2710 et seq.) unless the Contractor certifies, under penalty of perjury, that the minerals are from a mining operation included on the AB 3098 List, which may be accessed online at: https://www.conservation.ca.gov/smgb/Pages/AB-3098-List.aspx. Article 8 - Payment 8.1 Schedule of Values. Prior to submitting its first application for payment, Contractor must prepare and submit to the Project Manager a schedule of values apportioned to the various divisions and phases of the Work, including mobilization and demobilization. If a Bid Schedule was submitted with Contractor's bid, the amounts in the schedule of values must be consistent with the Bid Schedule. Each line item contained in the schedule of values must be assigned a value such that the total of all items equals the Contract Price. The items must be sufficiently detailed to enable accurate evaluation of the percentage of completion claimed in each application for payment, and the assigned value consistent with any itemized or unit pricing submitted with Contractor's bid. (A) Measurements for Unit Price Work. Materials and items of Work to be paid for on the basis of unit pricing will be measured according to the methods specified in the Contract Documents. (C) Deleted or Reduced Work. Contractor will not be compensated for Work that City has deleted or reduced in scope, except for any labor, material, or equipment costs for such Work that Contractor reasonably incurred before Contractor learned that the Work could be deleted or reduced. Contractor will only be compensated for those actual, direct and documented costs incurred, and will not be entitled to any mark up for overhead or lost profits. 8.2 Progress Payments. Following the last day of each month, or as otherwise required by the Special Conditions or Specifications, Contractor will submit to the Project Manager for approval, a monthly application for payment for Work performed during the preceding month based on the estimated value of the Design Services or Construction Services performed during that preceding month. (A) Application for Payment. Each application for payment for Construction Services must be itemized to include labor, materials, and equipment incorporated into the Work, and materials and equipment delivered to the Project site, as well as authorized and approved Change Orders. Each application for payment for Construction Services must be supported by Contractor's schedule of values and any other substantiating data required by the Contract Documents. If requested by the Project Manager, each application for payment for Construction Services must also be accompanied by an executed Conditional Waiver and Release Upon Progress Payment, using the form specified in Civil Code § 8132 for each Subcontractor that performed Work during the period covered by that application. The application for payment for Construction Services must also include the monthly report documenting compliance with the Skilled and Trained Workforce requirements pursuant to Public Contract Code § 2602, and as specified in Section 9.6, below. (B) Payment of Undisputed Amounts. (1) City will pay the undisputed amount due, as certified by the Project Manager, within 30 days after Contractor has submitted a complete and accurate payment application, subject to Public Contract Code § 20104.50. City will deduct a percentage from each progress payment as retention, as set forth in Section 8.6, below, and may withhold additional amounts as set forth in Section 8.4, below. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 68 (2) If required by the Project Manager, within 45 days after receipt of each payment from City for Construction Services, Contractor must submit an executed Unconditional Waiver and Release Upon Progress Payment, using the form specified in Civil Code § 8134, from each Subcontractor that has received a progress payment from Contractor following DBE's receipt of payment from City. 8.3 Adjustment of Payment Application. City may adjust or reject the amount requested in a payment application, including application for Final Payment, in whole or in part, if the amount requested is disputed or unsubstantiated. Contractor will be notified in writing of the basis for the modification to the amount requested. City may also deduct or withhold from payment otherwise due based upon any of the circumstances and amounts listed below. Sums withheld from payment otherwise due will be released when the basis for that withholding has been remedied and no longer exists. (A) For Contractor's unexcused failure to perform the Work as required by the Contract Documents, including correction or completion of punch list items, City may withhold or deduct an amount based on the City's estimated cost to correct or complete the Work. (B) For loss or damage caused by Contractor or its Subcontractors arising out of or relating to performance of the Work or any failure to protect the Project site, City may deduct an amount based on the estimated cost to repair or replace. (C) For Contractor's failure to pay its Subcontractors and suppliers when payment is due, City may withhold an amount equal to the total of past due payments and may opt to pay that amount separately via joint check pursuant to Section 8.6(B), Joint Checks. (D) For Contractor's failure to timely correct rejected, nonconforming, or defective Work, City may withhold or deduct an amount based on the City's estimated cost to correct or complete the Work. (E) For any unreleased stop notice, City may withhold 125% of the amount claimed. (F) For Contractor's failure to submit any required schedule or schedule update in the manner specified or within the time specified in the Contract Documents, City may withhold an amount equal to five percent of the total amount requested until Contractor complies with its schedule submittal obligations. (G) For Contractor's failure to maintain or submit as -built documents in the manner specified or within the time specified in the Contract Documents, City may withhold or deduct an amount based on the City's cost to prepare the as-builts. (H) For Work performed without Shop Drawings that have been accepted by City, when accepted Shop Drawings are required before proceeding with the Work, City may deduct an amount based on the estimated cost to correct unsatisfactory Work or diminution in value. (1) For fines, payments, or penalties assessed under the Labor Code, City may deduct from payments due to Contractor as required by Laws and as directed by the Division of Labor Standards Enforcement. (J) For any other fines, payments, or penalties assessed against the City relating to Contractor's acts or omissions, including violations of Laws, City may withhold or deduct such amounts from payment otherwise due to Contractor. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 69 (K) For any other costs or charges that may be withheld or deducted from payments to Contractor, as provided in the Contract Documents, including liquidated damages, City may withhold or deduct such amounts from payment otherwise due to Contractor. 8.4 Early Occupancy. Neither City's payment of progress payments nor its partial or full use or occupancy of the Project constitutes acceptance of any part of the Work. 8.5 Retention. City will retain five percent of the full amount due on each progress payment (i.e., the amount due before any withholding or deductions pursuant to Section 8.3, Adjustment of Payment Application), or the percentage stated in the Notice Inviting Bids, whichever is greater, as retention to ensure full and satisfactory performance of the Work. Contractor is not entitled to any reduction in the rate of withholding at any time, nor to release of any retention before 35 days following City's recordation of the Notice of Completion, subject to the terms of Public Contract Code § 7107. (A) Substitution of Securities. As provided by Public Contract Code § 22300, Contractor may request in writing that it be allowed, at its sole expense, to substitute securities for the retention withheld by City. Any escrow agreement entered into pursuant to this provision must fully comply with Public Contract Code § 22300 and will be subject to approval as to form by City's legal counsel. If City exercises its right to draw upon such securities in the event of default pursuant to section (7) of the statutory Escrow Agreement for Security Deposits in Lieu of Retention, pursuant to subdivision (g) of Public Contract Code § 22300 ("Escrow Agreement"), and if Contractor disputes that it is in default, its sole remedy is to comply with the dispute resolution procedures in Article 12 and the provisions therein. It is agreed that for purposes of this paragraph, an event of default includes City's rights pursuant to these Contract Documents to withhold or deduct sums from retention, including withholding or deduction for liquidated damages, incomplete or defective Work, stop payment notices, or backcharges. It is further agreed that if any individual authorized to give or receive written notice on behalf of a party pursuant to section (10) of the Escrow Agreement are unavailable to give or receive notice on behalf of that party due to separation from employment, retirement, death, or other circumstances, the successor or delegee of the named individual is deemed to be the individual authorized to give or receive notice pursuant to section (10) of the Escrow Agreement. (B) Release of Undisputed Retention. All undisputed retention, less any amounts that may be assessed as liquidated damages, retained for stop notices, or otherwise withheld pursuant to Section 8.3, Adjustment of Payment Application, will be released as Final Payment to Contractor no sooner than 35 days following recordation of the notice of completion, and no later than 60 days following acceptance of the Project by City's governing body or authorized designee pursuant to Section 11.1(C), Acceptance, or, if the Project has not been accepted, no later than 60 days after the Project is otherwise considered complete pursuant to Public Contract Code § 7107(c). 8.6 Payment to Subcontractors and Suppliers. Each month, Contractor must promptly pay each Subcontractor and supplier the value of the portion of labor, materials, and equipment incorporated into the Work or delivered to the Project site by the Subcontractor or supplier during the preceding month. Such payments must be made in accordance with the requirements of Laws pertaining to such payments, and those of the Contract Documents and applicable subcontract or supplier contract. (A) Withholding for Stop Notice. Pursuant to Civil Code § 9358, City will withhold 125% of the amount claimed by an unreleased stop notice, a portion of which may be retained by City for the costs incurred in handling the stop notice claim, including attorneys' fees and costs, as authorized by law. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 70 (B) Joint Checks. City reserves the right, acting in its sole discretion, to issue joint checks made payable to Contractor and a Subcontractor or supplier, if City determines this is necessary to ensure fair and timely payment for a Subcontractor or supplier who has provided services or goods for the Project. As a condition to release of payment by a joint check, the joint check payees may be required to execute a joint check agreement in a form provided or approved by the City Attorney's Office. The joint check payees will be jointly and severally responsible for the allocation and disbursement of funds paid by joint check. Payment by joint check will not be construed to create a contractual relationship between City and a Subcontractor or supplier of any tier beyond the scope of the joint check agreement. 8.7 Final Payment. Contractor's application for Final Payment must comply with the requirements for submitting an application for a progress payment as stated in Section 8.2, above. Corrections to previous progress payments, including adjustments to estimated quantities for unit priced items, may be included in the Final Payment. If Contractor fails to submit a timely application for Final Payment, City reserves the right to unilaterally process and issue Final Payment without an application from Contractor in order to close out the Project. For the purposes of determining the deadline for Claim submission pursuant to Article 12, the date of Final Payment is deemed to be the date that City acts to release undisputed retention as final payment to Contractor, or otherwise provides written notice to Contractor of Final Payment or that no undisputed funds remain available for Final Payment due to offsetting withholdings or deductions pursuant to Section 8.3, Adjustment of Payment Application. If the amount due from Contractor to City exceeds the amount of Final Payment, City retains the right to recover the balance from Contractor or its sureties. 8.8 Release of Claims. City may, at any time, require that payment of the undisputed portion of any progress payment or Final Payment be contingent upon Contractor furnishing City with a written waiver and release of all claims against City arising from or related to the portion of Work covered by those undisputed amounts subject to the limitations of Public Contract Code § 7100. Any disputed amounts may be specifically excluded from the release. 8.9 Warranty of Title. Contractor warrants that title to all work, materials, or equipment incorporated into the Work and included in a request for payment will pass over to City free of any claims, liens, or encumbrances upon payment to Contractor. Article 9 - Labor Provisions 9.1 Discrimination Prohibited. Discrimination against any prospective or present employee engaged in the Work on grounds of race, color, ancestry, national origin, ethnicity, religion, sex, sexual orientation, age, disability, or marital status is strictly prohibited. Contractor and its Subcontractors are required to comply with all applicable Laws prohibiting discrimination, including the California Fair Employment and Housing Act (Govt. Code § 12900 et seq.), Government Code § 11135, and Labor Code §§ 1735, 1777.5, 1777.6, and 3077.5. 9.2 Labor Code Requirements. (A) Eight Hour Day. Pursuant to Labor Code § 1810, eight hours of labor constitute a legal day's work under this Contract. (B) Penalty. Pursuant to Labor Code § 1813, Contractor will forfeit to City as a penalty, the sum of $25.00 for each day during which a worker employed by Contractor or any Subcontractor is required or permitted to work more than eight hours in any one 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 71 calendar day or more than 40 hours per calendar week, except if such workers are paid overtime under Labor Code § 1815. (C) Apprentices. Contractor is responsible for compliance with the requirements governing employment and payment of apprentices, as set forth in Labor Code § 1777.5, which is fully incorporated by reference. (D) Notices. Pursuant to Labor Code § 1771.4, Contractor is required to post all job site notices prescribed by Laws. 9.3 Prevailing Wages. Each worker performing Work under this Contract that is covered under Labor Code §§ 1720, 1720.3, or 1720.9, including cleanup at the Project site, must be paid at a rate not less than the prevailing wage as defined in §§ 1771 and 1774 of the Labor Code. The prevailing wage rates are on file with the City and available online at http://www.dir.ca.gov/dlsr. Contractor must post a copy of the applicable prevailing rates at the Project site. (A) Penalties. Pursuant to Labor Code § 1775, Contractor and any Subcontractor will forfeit to City as a penalty up to $200.00 for each calendar day, or portion thereof, for each worker paid less than the applicable prevailing wage rate. Contractor must also pay each worker the difference between the applicable prevailing wage rate and the amount actually paid to that worker. (B) Federal Requirements. If this Project is subject to federal prevailing wage requirements in addition to California prevailing wage requirements, Contractor and its Subcontractors are required to pay the higher of the currently applicable state or federal prevailing wage rates. 9.4 Payroll Records. Contractor must comply with the provisions of Labor Code §§ 1771.4, 1776, and 1812 and all implementing regulations, which are fully incorporated by this reference, including requirements for monthly electronic submission of payroll records to the DIR. (A) Contractor and Subcontractor Obligations. Contractor and each Subcontractor must keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed in connection with the Work. Each payroll record must contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following: (1) The information contained in the payroll record is true and correct; and (2) Contractor or the Subcontractor has complied with the requirements of Labor Code §§ 1771, 1811, and 1815 for any Work performed by its employees on the Project. (B) Certified Record. A certified copy of an employee's payroll record must be made available for inspection or furnished to the employee or his or her authorized representative on request, to City, to the Division of Labor Standards Enforcement, to the Division of Apprenticeship Standards of the DIR, and as further required by the Labor Code. (C) Enforcement. Upon notice of noncompliance with Labor Code § 1776, Contractor or Subcontractor has ten days in which to comply with the requirements of this section. If Contractor or Subcontractor fails to do so within the ten-day period, Contractor 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 72 or Subcontractor will forfeit a penalty of $100.00 per day, or portion thereof, for each worker for whom compliance is required, until strict compliance is achieved. Upon request by the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement, these penalties will be withheld from payments then due to Contractor. 9.5 Labor Compliance. Pursuant to Labor Code § 1771.4, the Contract for this Project is subject to compliance monitoring and enforcement by the DIR. 9.6 Skilled and Trained Workforce. Contractor and its Subcontractors of every tier must use a Skilled and Trained Workforce, to perform all Work on the Project that falls within an apprenticeable occupation in the building and construction trades. Contractor will submit a report each month to the City demonstrating compliance with this requirement during the previous calendar month. The monthly report on compliance with Skilled and Trained Workforce compliance during the previous calendar month, must be submitted with Contractor's monthly application for progress payments. Article 10 - Safety Provisions 10.1 Safety Precautions and Programs. Contractor and its Subcontractors are fully responsible for safety precautions and programs, and for the safety of persons and property in the performance of the Work. Contractor and its Subcontractors must at all times comply with all applicable health and safety Laws and seek to avoid injury, loss, or damage to persons or property by taking reasonable steps to protect its employees and other persons at any Worksite, materials and equipment stored on or off site, and property at or adjacent to any Worksite. (A) Reporting Requirements- Contractor must immediately notify the City of any death, serious injury or illness resulting from Work on the Project. Contractor must immediately provide a written report to City of each recordable accident or injury occurring at any Worksite within 24 hours of the occurrence. The written report must include: (1) the name and address of the injured or deceased person; (2) the name and address of each employee of Contractor or of any Subcontractor involved in the incident; (3) a detailed description of the incident, including precise location, time, and names and contact information for known witnesses; and (4) a police or first responder report, if applicable. If Contractor is required to file an accident report with a government agency, Contractor will provide a copy of the report to City. (B) Legal Compliance. Contractor's safety program must comply with the applicable legal and regulatory requirements. Contractor must provide City with copies of all notices required by Laws. (C) Contractor's Obligations. Any damage or loss caused by Contractor arising from the Work which is not insured under property insurance must be promptly remedied by Contractor. (D) Remedies. If City determines, in its sole discretion, that any part of the Work or Project site is unsafe, City may, without assuming responsibility for Contractor's safety program, require Contractor or its Subcontractor to cease performance of the Work or to take corrective measures to City's satisfaction. If Contractor fails to promptly take the required corrective measures, City may perform them and deduct the cost from the Contract Price. Contractor agrees it is not entitled to submit a Claim for damages, for an increase in Contract Price, or for a change in Contract Time based on Contractor's compliance with City's request for corrective measures pursuant to this provision. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 73 10.2 Hazardous Materials. Unless otherwise specified in the Contract Documents, this Contract does not include the removal, handling, or disturbance of any asbestos or other Hazardous Materials. If Contractor encounters materials on the Project site that Contractor reasonably believes to be asbestos or other Hazardous Materials, and the asbestos or other Hazardous Materials have not been rendered harmless, Contractor may continue Work in unaffected areas reasonably believed to be safe, but must immediately cease work on the area affected and report the condition to City. No asbestos, asbestos -containing products or other Hazardous Materials may be used in performance of the Work. 10.3 Material Safety. Contractor is solely responsible for complying with § 5194 of Title 8 of the California Code of Regulations, including by providing information to Contractor's employees about any hazardous chemicals to which they may be exposed in the course of the Work. A hazard communication program and other forms of warning and training about such exposure must be used. Contractor must also maintain Safety Data Sheets ("SDS") at the Project site, as required by Laws, for materials or substances used or consumed in the performance of the Work. The SIDS will be accessible and available to Contractor's employees, Subcontractors, and City. (A) Contractor Obligations. Contractor is solely responsible for the proper delivery, handling, use, storage, removal, and disposal of all materials brought to the Project site and/or used in the performance of the Work. Contractor must notify the Engineer if a specified product or material cannot be used safely. (B) Labeling. Contractor must ensure proper labeling on any material brought onto the Project site so that any persons working with or in the vicinity of the material may be informed as to the identity of the material, any potential hazards, and requirements for proper handling, protections, and disposal. 10.4 Hazardous Condition. Contractor is solely responsible for determining whether a hazardous condition exists or is created during the course of the Work, involving a risk of bodily harm to any person or risk of damage to any property. If a hazardous condition exists or is created, Contractor must take all precautions necessary to address the condition and ensure that the Work progresses safely under the circumstances. Hazardous conditions may result from, but are not limited to, use of specified materials or equipment, the Work location, the Project site condition, the method of construction, or the way any Work must be performed. 10.5 Emergencies. In an emergency affecting the safety or protection of persons, Work, or property at or adjacent to any Worksite, Contractor must take reasonable and prompt actions to prevent damage, injury, or loss, without prior authorization from the City if, under the circumstances, there is inadequate time to seek prior authorization from the City. Article 11 - Completion and Warranty Provisions 11.1 Final Completion. (A) Final Inspection and Punch List. When the Work required by this Contract is fully performed, Contractor must provide written notification to City requesting final inspection. The Engineer will schedule the date and time for final inspection, which must include Contractor's primary representative for this Project and its superintendent. Based on that inspection, City will prepare a punch list of any items that are incomplete, missing, defective, incorrectly installed, or otherwise not compliant with the Contract Documents. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 74 The punch list to Contractor will specify the time by which all of the punch list items must be completed or corrected. The punch list may include City's estimated cost to complete each punch list item if Contractor fails to do so within the specified time. The omission of any non -compliant item from a punch list will not relieve Contractor from fulfilling all requirements of the Contract Documents. Contractor's failure to complete any punch list item within the time specified in the punch list will not waive or abridge its warranty obligations for any such items that must be completed by the City or by a third party retained by the City due to Contractor's failure to timely complete any such outstanding item. (B) Requirements for Final Completion. Final Completion will be achieved upon completion or correction of all punch list items, as verified by City's further inspection, and upon satisfaction of all other Contract requirements, including any commissioning required under the Contract Documents and submission of all final submittals, including instructions and manuals as required under Section 7.10, and complete, final as -built drawings as required under Section 7.11, all to City's satisfaction. (C) Acceptance. The Project will be considered accepted upon City Council action during a public meeting to accept the Project, unless the Engineer is authorized to accept the Project, in which case the Project will be considered accepted upon the date of the Engineer's issuance of a written notice of acceptance. In order to avoid delay of Project close out, the City may elect, acting in its sole discretion, to accept the Project as complete subject to exceptions for punch list items that are not completed within the time specified in the punch list. (D) Final Payment and Release of Retention. Final Payment and release of retention, less any sums withheld pursuant to the provisions of the Contract Documents, will not be made sooner than 35 days after recordation of the notice of completion. If Contractor fails to complete all of the punch list items within the specified time, City may withhold up to 150% of City's estimated cost to complete each of the remaining items from Final Payment and may use the withheld retention to pay for the costs to self - perform the outstanding items or to retain a third party to complete any such outstanding punch list item. 11.2 Warranty. (A) General. Contractor warrants that all materials and equipment will be new unless otherwise specified, of good quality, in conformance with the Contract Documents, and free from defective workmanship and materials. Contractor further warrants that the Work will be free from material defects not intrinsic in the design or materials required in the Contract Documents. Contractor warrants that materials or items incorporated into the Work comply with the requirements and standards in the Contract Documents, including compliance with Laws, and that any Hazardous Materials encountered or used were handled as required by Laws. At City's request, Contractor must furnish satisfactory evidence of the quality and type of materials and equipment furnished. Contractor's warranty does not extend to damage caused by normal wear and tear, or improper use or maintenance. (B) Warranty Period. Contractor's warranty must guarantee its Work for a period of one year from the date of Project acceptance (the "Warranty Period"), except when a longer guarantee is provided by a supplier or manufacturer or is required by the Specifications or Special Conditions. Contractor must obtain from its Subcontractors, suppliers and manufacturers any special or extended warranties required by the Contract Documents. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 75 (C) Warranty Documents. As a condition precedent to Final Completion, Contractor must supply City with all warranty and guarantee documents relevant to equipment and materials incorporated into the Work and guaranteed by their suppliers or manufacturers. (D) Subcontractors. The warranty obligations in the Contract Documents apply to Work performed by Contractor and its Subcontractors, and Contractor agrees to be co - guarantor of such Work. (E) Contractor's Obligations. Upon written notice from City to Contractor of any defect in the Work discovered during the Warranty Period, Contractor or its responsible Subcontractor must promptly correct the defective Work at its own cost. Contractor's obligation to correct defects discovered during the Warranty Period will continue past the expiration of the Warranty Period as to any defects in Work for which Contractor was notified prior to expiration of the Warranty Period. Work performed during the Warranty Period ("Warranty Work") will be subject to the warranty provisions in this Section 11.2 for a one-year period that begins upon completion of such Warranty Work to City's satisfaction. (F) City's Remedies. If Contractor or its responsible Subcontractor fails to correct defective Work within ten days following notice by City, or sooner if required by the circumstances, City may correct the defects to conform with the Contract Documents at Contractor's sole expense. Contractor must reimburse City for its costs in accordance with subsection (H), below. (G) Emergency Repairs. In cases of emergency where any delay in correcting defective Work could cause harm, loss or damage, City may immediately correct the defects to conform with the Contract Documents at Contractor's sole expense. Contractor or its surety must reimburse City for its costs in accordance with subsection (H), below. (H) Reimbursement. Contractor must reimburse City for its costs to repair under subsections (F) or (G), above, within 30 days following City's submission of a demand for payment pursuant to this provision. If City is required to initiate legal action to compel Contractor's compliance with this provision, and City is the prevailing party in such action, Contractor and its surety are solely responsible for all of City's attorney's fees and legal costs expended to enforce Contractor's warranty obligations herein, in addition to any and all costs City incurs to correct the defective Work. 11.3 Use Prior to Final Completion. City reserves the right to occupy or make use of the Project, or any portions of the Project, prior to Final Completion if City has determined that the Project or portion of it is in a condition suitable for the proposed occupation or use, and that it is in its best interest to occupy or make use of the Project, or any portions of it, prior to Final Completion. City will notify Contractor in writing of its intent to occupy or make use of the Project or any portions of the Project, pursuant to this provision. (A) Non -Waiver. Occupation or use of the Project, in whole or in part, prior to Final Completion will not operate as acceptance of the Work or any portion of it, nor will it operate as a waiver of any of City's rights or Contractor's duties pursuant to these Contract Documents, and will not affect nor bear on the determination of the time of substantial completion with respect to any statute of repose pertaining to the time for filing an action for construction defect. (B) City's Responsibility. City will be responsible for the cost of maintenance and repairs due to normal wear and tear with respect to those portions of the Project that are being occupied or used before Final Completion. The Contract Price or the Contract Time may be adjusted pursuant to the applicable provisions of these Contract Documents if, 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 76 and only to the extent that, any occupation or use under this Section actually adds to Contractor's cost or time to complete the Work within the Contract Time. 11.4 Substantial Completion. For purposes of determining "substantial completion" with respect to any statute of repose pertaining to the time for filing an action for construction defect, "substantial completion" is deemed to mean the last date that Contractor or any Subcontractor performs Work on the Project prior to City acceptance of the Project, except for warranty work performed under this Article. Article 12 - Dispute Resolution 12.1 Claims. This Article applies to and provides the exclusive procedures for any Claim arising from or related to the Contract or performance of the Work. (A) Limitations. A Claim may only include the portion of a previously rejected demand that remains in dispute between Contractor and City. With the exception of any dispute regarding the amount of money actually paid to Contractor as Final Payment, Contractor is not entitled to submit a Claim demanding a change in the Contract Time or the Contract Price, which has not previously been submitted to City in full compliance with Article 5 and Article 6, and subsequently rejected in whole or in part by City. (B) Scope of Article. This Article is intended to provide the exclusive procedures for submission and resolution of Claims of any amount and applies in addition to the provisions of Public Contract Code § 9204 and § 20104 et seq., which are incorporated by reference herein. (C) No Work Delay. Notwithstanding the submission of a Claim or any other dispute between the parties related to the Project or the Contract Documents, Contractor must perform the Work and may not delay or cease Work pending resolution of a Claim or other dispute, but must continue to diligently prosecute the performance and timely completion of the Work, including the Work pertaining to the Claim or other dispute. (D) Informal Resolution. Contractor will make a good faith effort to informally resolve a dispute before initiating a Claim, preferably by face-to-face meeting between authorized representatives of Contractor and City. 12.2 Claims Submission. The following requirements apply to any Claim subject to this Article: (A) Substantiation. The Claim must be submitted to City in writing by registered or certified mail with return receipt requested and clearly identified as a "Claim" submitted pursuant to this Article 12. The Claim must include all of the documents necessary to substantiate the Claim including the Change Order request that was rejected in whole or in part, and a copy of City's written rejection that is in dispute. The Claim must clearly identify and describe the dispute, including relevant references to applicable portions of the Contract Documents, and a chronology of relevant events. Any Claim for additional payment must include a complete, itemized breakdown of all known or estimated labor, materials, taxes, insurance, and subcontract, or other costs. Substantiating documentation such as payroll records, receipts, invoices, or the like, must be submitted in support of each component of claimed cost. Any Claim for an extension of time or delay costs must be substantiated with a schedule analysis and narrative depicting and explaining claimed time impacts. (B) Claim Format and Content. A Claim must be submitted in the following format: 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 77 (1) Provide a cover letter, specifically identifying the submission as a "Claim" submitted under this Article 12 and specifying the requested remedy (e.g., amount of proposed change to Contract Price and/or change to Contract Time). (2) Provide a summary of each Claim, including underlying facts and the basis for entitlement, and identify each specific demand at issue, including the specific Change Order request (by number and submittal date), and the date of City's rejection of that demand, in whole or in part. (3) Provide a detailed explanation of each issue in dispute. For multiple issues included within a single Claim or for multiple Claims submitted concurrently, separately number and identify each individual issue or Claim, and include the following for each separate issue or Claim: a. A succinct statement of the matter in dispute, including Contractor's position and the basis for that position; b. Identify and attach all documents that substantiate the Claim, including relevant provisions of the Contract Documents, RFIs, calculations, and schedule analysis (see subsection (A), Substantiation, above); c. A chronology of relevant events; and d. Analysis and basis for claimed changes to Contract Price, Contract Time, or any other remedy requested. (4) Provide a summary of issues and corresponding claimed damages. If, by the time of the Claim submission deadline (below), the precise amount of the requested change in the Contract Price or Contract Time is not yet known, Contractor must provide a good faith estimate, including the basis for that estimate, and must identify the date by which it is anticipated that the Claim will be updated to provide final amounts. (5) Include the following certification, executed by Contractor's authorized representative: "The undersigned Contractor certifies under penalty of perjury that its statements and representations in this Claim submittal are true and correct. Contractor warrants that this Claim submittal is comprehensive and complete as to the matters in dispute, and agrees that any costs, expenses, or delay not included herein are deemed waived." 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 78 (C) Submission Deadlines. (1) A Claim disputing rejection of a request for a change in the Contract Time or Contract Price must be submitted within 21 days following the date that City notified Contractor in writing that a request for a change in the Contract Time or Contract Price, duly submitted in compliance with Article 5 and Article 6, has been rejected in whole or in part. A Claim disputing the terms of a unilateral Change Order must be submitted within 21 days following the date of issuance of the unilateral Change Order. These Claim deadlines apply even if Contractor cannot yet quantify the total amount of any requested change in the Contract Time or Contract Price. If the Contractor cannot quantify those amounts, it must submit an estimate of the amounts claimed pending final determination of the requested remedy by Contractor. (2) With the exception of any dispute regarding the amount of Final Payment, any Claim must be filed on or before the date of Final Payment or will be deemed waived. (3) A Claim disputing the amount of Final Payment must be submitted within 21 days of the effective date of Final Payment, under Section 8.7, Final Payment. (4) Strict compliance with these Claim submission deadlines is necessary to ensure that any dispute may be mitigated as soon as possible, and to facilitate cost-efficient administration of the Project. Any Claim that is not submitted within the specified deadlines will be deemed waived by Contractor. 12.3 City's Response. City will respond within 45 days of receipt of the Claim with a written statement identifying which portion(s) of the Claim are disputed, unless the 45-day period is extended by mutual agreement of City and Contractor or as otherwise allowed under Public Contract Code § 9204. However, if City determines that the Claim is not adequately substantiated pursuant to Section 12.2(A), Substantiation, City may first request in writing, within 30 days of receipt of the Claim, any additional documentation supporting the Claim or relating to defenses to the Claim that City may have against the Claim. (A) Additional Information. If additional information is thereafter required, it may be requested and provided upon mutual agreement of City and Contractor. If Contractor's Claim is based on estimated amounts, Contractor has a continuing duty to update its Claim as soon as possible with information on actual amounts in order to facilitate prompt and fair resolution of the Claim. (B) Non -Waiver. Any failure by City to respond within the times specified above will not be construed as acceptance of the Claim, in whole or in part, or as a waiver of any provision of these Contract Documents. 12.4 Meet and Confer. If Contractor disputes City's written response, or City fails to respond within the specified time, within 15 days of receipt of City's response or within 15 days of City's failure to respond within the applicable 45-day time period under Section 12.3, respectively, Contractor may notify City of the dispute in writing sent by registered or certified mail, return receipt requested, and demand an informal conference to meet and confer for settlement of the issues in dispute. If Contractor fails to notify City of the dispute and demand an informal conference to meet and confer in writing within the specified time, Contractor's Claim will be deemed waived. (A) Schedule Meet and Confer. Upon receipt of the demand to meet and confer, City will schedule the meet and confer conference to be held within 30 days, or later if 2026 Pavement Maintenance Phase 2 GENERAL CONDITIONS Project # 2026-102 Page 79 needed to ensure the mutual availability of each of the individuals that each party requires to represent its interests at the meet and confer conference. (B) Location for Meet and Confer. The meet and confer conference will be scheduled at a location at or near City's principal office. (C) Written Statement After Meet and Confer. Within ten working days after the meet and confer has concluded, City will issue a written statement identifying which portion(s) of the Claim remain in dispute, if any. (D) Submission to Mediation. If the Claim or any portion remains in dispute following the meet and confer conference, within ten working days after the City issues the written statement identifying any portion(s) of the Claim remaining in dispute, the Contractor may identify in writing disputed portion(s) of the Claim, which will be submitted for mediation, as set forth below. 12.5 Mediation and Government Code Claims. (A) Mediation. Within ten working days after the City issues the written statement identifying any portion(s) of the Claim remaining in dispute following the meet and confer, City and Contractor will mutually agree to a mediator, as provided under Public Contract Code § 9204. Mediation will be scheduled to ensure the mutual availability of the selected mediator and all of the individuals that each party requires to represent its interests. If there are multiple Claims in dispute, the parties may agree to schedule the mediation to address all outstanding Claims at the same time. The parties will share the costs of the mediator and mediation fees equally, but each party is otherwise solely and separately responsible for its own costs to prepare for and participate in the mediation, including costs for its legal counsel or any other consultants. (B) Government Code Claims. (1) Timely presentation of a Government Code Claim is a condition precedent to filing any legal action based on or arising from the Contract. Compliance with the Claim submission requirements in this Article 12 is a condition precedent to filing a Government Code Claim. (2) The time for filing a Government Code Claim will be tolled from the time Contractor submits its written Claim pursuant to Section 12.2, above, until the time that Claim is denied in whole or in part at the conclusion of the meet and confer process, including any period of time used by the meet and confer process. However, if the Claim is submitted to mediation, the time for filing a Government Code Claim will be tolled until conclusion of the mediation, including any continuations, if the Claim is not fully resolved by mutual agreement of the parties during the mediation or any continuation of the mediation. 12.6 Tort Claims. This Article does not apply to tort claims and nothing in this Article is intended nor will be construed to change the time periods for filing tort -based Government Code Claims. 12.7 Arbitration. It is expressly agreed, under Code of Civil Procedure § 1296, that in any arbitration to resolve a dispute relating to this Contract, the arbitrator's award must be supported by law and substantial evidence. 12.8 Burden of Proof and Limitations. Contractor bears the burden of proving entitlement to and the amount of any claimed damages. Contractor is not entitled to damages calculated on a total cost basis, but must prove actual damages. Contractor is not entitled 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 80 to speculative, special, or consequential damages, including home office overhead or any form of overhead not directly incurred at the Project site or any other Worksite; lost profits; loss of productivity; lost opportunity to work on other projects; diminished bonding capacity; increased cost of financing for the Project; extended capital costs; non - availability of labor, material or equipment due to delays; or any other indirect loss arising from the Contract. The Eichleay Formula or similar formula will not be used for any recovery under the Contract. The City will not be directly liable to any Subcontractor or supplier. 12.9 Legal Proceedings. In any legal proceeding that involves enforcement of any requirements of the Contract Documents, the finder of fact will receive detailed instructions on the meaning and operation of the Contract Documents, including conditions, limitations of liability, remedies, claim procedures, and other provisions bearing on the defenses and theories of liability. Detailed findings of fact will be requested to verify enforcement of the Contract Documents. All of the City's remedies under the Contract Documents will be construed as cumulative, and not exclusive, and the City reserves all rights to all remedies available under law or equity as to any dispute arising from or relating to the Contract Documents or performance of the Work. 12.10 Other Disputes. The procedures in this Article 12 will apply to any and all disputes or legal actions, in addition to Claims, arising from or related to this Contract, including disputes regarding suspension or early termination of the Contract, unless and only to the extent that compliance with a procedural requirement is expressly and specifically waived by City. Nothing in this Article is intended to delay suspension or termination under Article 13. Article 13 - Suspension and Termination 13.1 Suspension for Cause. In addition to all other remedies available to City, if Contractor fails to perform or correct Work in accordance with the Contract Documents, including non-compliance with applicable environmental or health and safety Laws, City may immediately order the Work, or any portion of it, suspended until the circumstances giving rise to the suspension have been eliminated to City's satisfaction. (A) Notice of Suspension. Upon receipt of City's written notice to suspend the Work, in whole or in part, except as otherwise specified in the notice of suspension, Contractor and its Subcontractors must promptly stop Work as specified in the notice of suspension; comply with directions for cleaning and securing the Worksite; and protect the completed and in -progress Work and materials. Contractor is solely responsible for any damages or loss resulting from its failure to adequately secure and protect the Project. (B) Resumption of Work. Upon receipt of the City's written notice to resume the suspended Work, in whole or in part, except as otherwise specified in the notice to resume, Contractor and its Subcontractors must promptly re -mobilize and resume the Work as specified; and within ten days from the date of the notice to resume, Contractor must submit a recovery schedule, prepared in accordance with the Contract Documents, showing how Contractor will complete the Work within the Contract Time. (C) Failure to Comply. Contractor will not be entitled to an increase in the Contract Time or Contract Price for a suspension occasioned by Contractor's failure to comply with the Contract Documents. 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 81 (D) No Duty to Suspend. City's right to suspend the Work will not give rise to a duty to suspend the Work, and City's failure to suspend the Work will not constitute a defense to Contractor's failure to comply with the requirements of the Contract Documents. 13.2 Suspension for Convenience. City reserves the right to suspend, delay, or interrupt the performance of the Work in whole or in part, for a period of time determined to be appropriate for City's convenience. Upon notice by City pursuant to this provision, Contractor must immediately suspend, delay, or interrupt the Work and secure the Project site as directed by City except for taking measures to protect completed or in - progress Work as directed in the suspension notice, and subject to the provisions of Section 13.1(A) and (B), above. If Contractor submits a timely request for a Change Order in compliance with Articles 5 and 6, the Contract Price and the Contract Time will be equitably adjusted by Change Order pursuant to the terms of Articles 5 and 6 to reflect the cost and delay impact occasioned by such suspension for convenience, except to the extent that any such impacts were caused by Contractor's failure to comply with the Contract Documents or the terms of the suspension notice or notice to resume. However, the Contract Time will only be extended if the suspension causes or will cause unavoidable delay in Final Completion. If Contractor disputes the terms of a Change Order issued for such equitable adjustment due to suspension for convenience, its sole recourse is to comply with the Claim procedures in Article 12. 13.3 Termination for Default. City may declare that Contractor is in default of the Contract for a material breach of or inability to fully, promptly, or satisfactorily perform its obligations under the Contract. (A) Default. Events giving rise to a declaration of default include Contractor's refusal or failure to supply sufficient skilled workers, proper materials, or equipment to perform the Work within the Contract Time; Contractor's refusal or failure to make prompt payment to its employees, Subcontractors, or suppliers or to correct defective Work or damage; Contractor's failure to comply with Laws, or orders of any public agency with jurisdiction over the Project; evidence of Contractor's bankruptcy, insolvency, or lack of financial capacity to complete the Work as required within the Contract Time; suspension, revocation, or expiration and nonrenewal of Contractor's license or DIR registration; dissolution, liquidation, reorganization, or other major change in Contractor's organization, ownership, structure, or existence as a business entity; unauthorized assignment of Contractor's rights or duties under the Contract; or any material breach of the Contract requirements. (B) Notice of Default and Opportunity to Cure. Upon City's declaration that Contractor is in default due to a material breach of the Contract Documents, if City determines that the default is curable, City will afford Contractor the opportunity to cure the default within ten days of City's notice of default, or within a period of time reasonably necessary for such cure, including a shorter period of time if applicable. (C) Termination. If Contractor fails to cure the default or fails to expediently take steps reasonably calculated to cure the default within the time period specified in the notice of default, City may issue written notice to Contractor and its performance bond surety of City's termination of the Contract for default. (D) Waiver. Time being of the essence in the performance of the Work, if Contractor's surety fails to arrange for completion of the Work in accordance with the Performance Bond within seven calendar days from the date of the notice of termination pursuant to paragraph (C), City may immediately make arrangements for the completion of the Work through use of its own forces, by hiring a replacement contractor, or by any other means that City determines advisable under the circumstances. Contractor and its surety will be jointly and severally liable for any additional cost incurred by City to 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 82 complete the Work following termination, where "additional cost" means all cost in excess of the cost City would have incurred if Contractor had timely completed Work without the default and termination. In addition, City will have the right to immediate possession and use of any materials, supplies, and equipment procured for the Project and located at the Project site or any Worksite on City property for the purposes of completing the remaining Work. (E) Compensation. Within 30 days of receipt of updated as-builts, all warranties, manuals, instructions, or other required documents for Work installed to date, and delivery to City of all equipment and materials for the Project for which Contractor has already been compensated, Contractor will be compensated for the Work satisfactorily performed in compliance with the Contract Documents up to the effective date of the termination pursuant to the terms of Article 8, Payment, subject to City's rights to withhold or deduct sums from payment otherwise due pursuant to Section 8.3, and excluding any costs Contractor incurs as a result of the termination, including any cancellation or restocking charges or fees due to third parties. If Contractor disputes the amount of compensation determined by City, its sole recourse is to comply with the Claim Procedures in Article 12, by submitting a Claim no later than 30 days following notice from City of the total compensation to be paid by City. (F) Wrongful Termination. If Contractor disputes the termination, its sole recourse is to comply with the Claim procedures in Article 12. If a court of competent jurisdiction or an arbitrator later determines that the termination for default was wrongful, the termination will be deemed to be a termination for convenience, and Contractor's damages will be strictly limited to the compensation provided for termination for convenience under Section 13.4, below. Contractor waives any claim for any other damages for wrongful termination including special or consequential damages, lost opportunity costs, or lost profits, and any award of damages is subject to Section 12.8, Burden of Proof and Limitations. 13.4 Termination for Convenience. City reserves the right, acting in its sole discretion, to terminate all or part of the Contract for convenience upon written notice to Contractor. (A) Compensation to Contractor. In the event of City's termination for convenience, Contractor waives any claim for damages, including for loss of anticipated profits from the Project. The following will constitute full and fair compensation to Contractor, and Contractor will not be entitled to any additional claim or compensation: (1) Completed Work. The value of its Work satisfactorily performed as of the date notice of termination is received, based on Contractor's schedule of values and unpaid costs for items delivered to the Project site that were fabricated for incorporation in the Work; (2) Demobilization. Demobilization costs specified in the schedule of values, or if demobilization costs were not provided in a schedule of values pursuant to Section 8.1, then based on actual, reasonable, and fully documented demobilization costs; and (3) Termination Markup. Five percent of the total value of the Work performed as of the date of notice of termination, including reasonable, actual, and documented costs to comply with the direction in the notice of termination for convenience, and demobilization costs, which is deemed to cover all overhead and profit to date. (B) Disputes. If Contractor disputes the amount of compensation determined by City pursuant to paragraph (A), above, its sole recourse is to comply with the Claim 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 83 procedures in Article 12, by submitting a Claim no later than 30 days following notice from City of total compensation to be paid by City. 13.5 Actions Upon Termination for Default or Convenience. The following provisions apply to any termination under this Article, whether for default or convenience, and whether in whole or in part. (A) General. Upon termination, City may immediately enter upon and take possession of the Project and the Work and all tools, equipment, appliances, materials, and supplies procured or fabricated for the Project. Contractor will transfer title to and deliver all completed Work and all Work in progress to City. (B) Submittals. Unless otherwise specified in the notice of termination, Contractor must immediately submit to City all designs, drawings, as -built drawings, Project records, contracts with vendors and Subcontractors, manufacturer warranties, manuals, and other such submittals or Work -related documents required under the terms of the Contract Documents, including incomplete documents or drafts. (C) Close Out Requirements. Except as otherwise specified in the notice of termination, Contractor must comply with all of the following: (1) Immediately stop the Work, except for any Work that must be completed pursuant to the notice of termination and comply with City's instructions for cessation of labor and securing the Project and any other Worksite(s). (2) Comply with City's instructions to protect the completed Work and materials, using best efforts to minimize further costs. (3) Contractor must not place further orders or enter into new subcontracts for materials, equipment, services or facilities, except as may be necessary to complete any portion of the Work that is not terminated. (4) As directed in the notice, Contractor must assign to City or cancel existing subcontracts that relate to performance of the terminated Work, subject to any prior rights, if any, of the surety for Contractor's performance bond, and settle all outstanding liabilities and claims, subject to City's approval. (5) As directed in the notice, Contractor must use its best efforts to sell any materials, supplies, or equipment intended solely for the terminated Work in a manner and at market rate prices acceptable to City. (D) Payment Upon Termination. Upon completion of all termination obligations, as specified herein and in the notice of termination, Contractor will submit its request for Final Payment, including any amounts due following termination pursuant to this Article 13. Payment will be made in accordance with the provisions of Article 8, based on the portion of the Work satisfactorily completed, including the close out requirements, and consistent with the previously submitted schedule of values and unit pricing, including demobilization costs. Adjustments to Final Payment may include deductions for the cost of materials, supplies, or equipment retained by Contractor; payments received for sale of any such materials, supplies, or equipment, less re -stocking fees charged; and as otherwise specified in Section 8.3, Adjustment of Payment Application. (E) Continuing Obligations. Regardless of any Contract termination, Contractor's obligations for portions of the Work already performed will continue and the provisions of the Contract Documents will remain in effect as to any claim, indemnity obligation, 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 84 warranties, guarantees, submittals of as -built drawings, instructions, or manuals, record maintenance, or other such rights and obligations arising prior to the termination date. Article 14 - Miscellaneous Provisions 14.1 Assignment of Unfair Business Practice Claims. Under Public Contract Code § 7103.5, Contractor and its Subcontractors agree to assign to City all rights, title, and interest in and to all causes of action it may have under section 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2 (commencing with § 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the Contract or any subcontract. This assignment will be effective at the time City tenders Final Payment to Contractor, without further acknowledgement by the parties. 14.2 Provisions Deemed Inserted. Every provision of law required to be inserted in the Contract Documents is deemed to be inserted, and the Contract Documents will be construed and enforced as though such provision has been included. If it is discovered that through mistake or otherwise that any required provision was not inserted, or not correctly inserted, the Contract Documents will be deemed amended accordingly. 14.3 Waiver. City's waiver of a breach, failure of any condition, or any right or remedy contained in or granted by the provisions of the Contract Documents will not be effective unless it is in writing and signed by City. City's waiver of any breach, failure, right, or remedy will not be deemed a waiver of any other breach, failure, right, or remedy, whether or not similar, nor will any waiver constitute a continuing waiver unless specified in writing by City. 14.4 Titles, Headings, and Groupings. The titles and headings used and the groupings of provisions in the Contract Documents are for convenience only and may not be used in the construction or interpretation of the Contract Documents or relied upon for any other purpose. 14.5 Statutory and Regulatory References. With respect to any amendments to any statutes or regulations referenced in these Contract Documents, the reference is deemed to be the version in effect on the date that bids were due. 14.6 Survival. The provisions that survive termination or expiration of this Contract include Contract Section 11, Notice, and subsections 12.1, 12.2, 12.3, 12.4, 12.5, and 12.6 of Section 12, General Provisions; and the following provisions in these General Conditions: Section 2.2(J), Contractor's Records, Section 2.3(C), Termination, Section 3.7, Ownership, Section 4.2, Indemnity, Article 12, Dispute Resolution, and Section 11.2, Warranty. END OF GENERAL CONDITIONS 2026 Pavement Maintenance Phase 2 Project # 2026-102 GENERAL CONDITIONS Page 85 Special Conditions 1. Construction and Demolition Debris Management Plan A completed construction and demolition (C&D) Debris Management Plan must be submitted using the City's Green Halo on-line application. All debris disposal and recycling from the construction project must be tracked throughout the duration of the project. The contractor must use Green Halo cupertino.wastetracking.com to create their Plan and to submit all construction waste generation tonnage information. No additional compensation will be paid for implementation of the Debris Management Plan and failure to meet all plan requirements may result in work stoppage, fines, and/or backcharges. For additional information, visit www.cupertino.gov/qreendev 2. Existing Equipment. 2.1 Contractor will carefully remove all existing equipment from the Project site. If the City specifies or indicates that equipment is to be salvaged and reused or to remain the property of City then the Contractor will reuse or return the equipment to the City. Contractor will store and protect salvaged equipment specified to be reused in the Work. Contractor will delivery to the City in good condition the equipment that is to remain City property but not be reused in the Work. 2.2 If an item specified to be salvaged is damaged during its removal, storage, or handling through carelessness or improper procedures, then Contractor will replace that equipment in kind or with a new item. For those items specified to be salvaged Contractor may choose to instead furnish and install new equipment, in which case the original, removed items will become Contractor's property. Existing materials and equipment removed by Contractor will only be reused in the Work if so specified or indicated by the City. 3. Work Days and Hours. Work hours and noise pose a special concern for projects in residential neighborhoods. The City is very concerned for its residents and will diligently enforce the restrictions below. 3.1 Work Hours. 7:00 a.m.-5:00 p.m. local time, weekdays, 9:00 a.m. — 5:00 p.m. on Saturdays, 9:00 — 4:00 p.m. Sundays, unless otherwise noted. 3.2 Worker Arrival and Parking. Workers may arrive at the Project site no earlier than 7:00 a.m. Violations of these requirements will result in a $3,000 dollar penalty to Bidder/Contractor, per occurrence. 3.3 Equipment and Material Delivery and Off -Haul Hours. No equipment or material may be delivered or off -hauled except between the hours of 7:00 a.m. and 5:00 p.m. No equipment that has a safety back up beeper may be operated before 7:00 a.m. on any day. 3.4 Work Days Only. Work will only be performed on Work Days, as defined in the General Conditions, unless Contractor requests otherwise from City in writing at least 2 working days in advance, and City approves the request in its sole discretion. In the case of Work by Contractor after normal working hours, 3.5 Road Shutdown. Contractor will execute the Work while roads are in operation except for the periods of permitted full or partial shutdown, including any shoulder closures or parking restrictions. For shutdown periods, Contractor will prepare and 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 SPECIAL CONDITIONS Page 86 submit a detailed plan that includes shutdown schedule, planned sequence of work, milestones and projected times of completions of activities, any anticipated problems, Contractor's supervisory personnel, actions desired of City and staff, and contingency plans. Contractor will allow sufficient time for review and re -submittal of the shutdown plan until acceptable to City. Contractor will employ sufficient labor, superintendence, and equipment on a 24-hour, 7 days a week basis during shutdown and other operational disruptions to complete Work within the specified periods at no additional cost to the City. Once initiated, Work may proceed on extra shift or around -the -clock basis as necessary. When required to minimize treatment process interruptions while complying with specified sequencing constraints, Contractor will provide power, lighting, controls, instrumentation, and safety devices. 3.6 Noise Limitation. No non -construction noise will be allowed, this includes amplified music, radio or other noise not due to construction activities. 3.7 Union Pacific Railroad (UPRR) crossing (any work within 25' from the centerline of the UPRR tracks) In accordance with necessary right of entry/encroachment UPRR agreements, permits, and/or endorsements. The City anticipates work within the UPRR will occur upon UPRR-approved flagger and inspector availability with the authorized work days and hours specified herein. 3.8 Caltrans Right -of -Way As specified in the upcoming Caltrans' encroachment permit. The City anticipates the following allowed hours for partial or full lane closures on impacted travel lanes (if necessary): M-F 10 AM— 2 PM 3.9 Waste and Recycling Management Coordination No major grinding and paving operations during the waste collection day(s) identified on the project location map without City and the waste hauler's approval. If the grinding and paving operations are allowed to proceed on the collection day(s), the Contractor shall provide written notifications to all affected residents one week in advance of the affected waste collection date. The written notifications must be approved by the City. 4. Pre -Construction Conference. City will designate a date and time for a pre -construction conference with Contractor following Contract execution. Project administration procedures and coordination between City and Contractor will be discussed, and Contractor must present City with the following information or documents at the meeting for City's review and acceptance before the Work commences: 4.1 Name, 24-hour contact information, and qualifications of the proposed on -site superintendent; 4.2 List of all key Project personnel and their complete contact information, including email addresses and telephone numbers during regular hours and after hours; 4.3 Staging plans that identify the sequence of the Work, including any phases and alternative sequences or phases, with the goal of minimizing the impacts on residents, businesses and other operations in the Project vicinity; 4.4 If required, traffic control plans associated with the staging plans that are signed and stamped by a licensed traffic engineer; 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 SPECIAL CONDITIONS Page 87 4.5 Draft baseline schedule for the Work as required under Section 5.2 of the General Conditions, to be finalized within ten days after City issues the Notice to Proceed; 4.6 Breakdown of lump sum bid items, to be used for determining the value of Work completed for future progress payments to Contractor; 4.7 Schedule with list of Project submittals that require City review, and list of the proposed material suppliers; 4.8 Videotape and photographs recording the conditions throughout the pre - construction Project site, showing the existing improvements and current condition of the curbs, gutters, sidewalks, signs, landscaping, streetlights, structures near the Project such as building faces, canopies, shades and fences, and any other features within the Project area limits; 4.9 If requested by City, Contractor's cash flow projections; and 4.10 Any other documents specified in the Special Conditions or Notice of Potential Award. 5. Insurance Requirements. The insurance requirements under Section 4.3 of the General Conditions are modified for this Contract, as set forth below. Except as expressly stated below, all other provisions in Section 4.3 are unchanged and remain in full force and effect. 5.1 Builders Risk Insurance Waived. The builder's risk insurance policy requirement set forth in subsection 4.3(A)(5) of the General Conditions is hereby waived and does not apply to this Contract. 6. Traffic Control Requirements The Contractor shall submit traffic control plans to the Engineer for approval five (5) working days prior to the pre -construction meeting. Traffic control plans shall conform to the requirements in item number 6.22 below. All cost and expense for traffic control shall be included in the bid prices for various bid items and no special compensation shall be allowed. 6.1 The Contractor shall conduct operations and schedule cleanup so as to cause the least possible obstruction and inconvenience to traffic, pedestrians, cyclists and adjacent property owners. All work areas shall be swept clean at the end of each day's work and at other times when directed by the Engineer. A mobile street sweeper shall be used wherever practical and dust shall be suppressed to the satisfaction of the Engineer. 6.2 The Contractor shall protect open excavations, trenches, and such during construction with fences, covers, and railings as required, together with signs, lights, and other warning devices sufficient to maintain safe pedestrian, bicycle and vehicular traffic to the satisfaction of the Engineer. 6.3 Damage done by the Contractor during the course of the work to adjacent City, public or private property shall be repaired in kind, or as directed by the Engineer, at the Contractor's expense. This includes the repair of traffic loop detectors, striping, signing, curb markings, etc. Loop detectors must be repaired within one week of the damage. 6.4 The Contractor shall remove all forms, debris, and undesirable material from the job site at the end of each work day. After each site has been completed, the Contractor 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 SPECIAL CONDITIONS Page 88 shall restore planting areas and other areas abutting the work to the condition existing at the start of work. 6.5 No stockpiling of materials or parking of equipment during non -working hours will be allowed on City property, i.e., streets, alleys, parking lots, sidewalks, etc. 6.6 The Contractor's employees are subject to all parking regulations in effect in the City of Cupertino. 6.7 The Engineer shall have the right to limit the amount of asphalt digouts which may be opened or partly opened at any time. No more than 300 feet of asphalt digouts shall be left open at any one time. 6.8 All open trench and excavations must be backfilled and paved with temporary asphalt concrete or non-skid steel plated at the end of each work day. The Contractor shall place 18 inches cold cutback around the edges of steel plates to eliminate the vertical edges. 6.9 Spillage resulting from hauling operations along or across any public traveled way shall be removed immediately by the Contractor at his expense. 6.10 The Contractor shall place barricades 50 feet on center at the gutter joints and provide one working flasher for each barricade and shall insure that each flasher is maintained in working condition while in use. The Contractor shall not remove the barricades in the street at any given location until the asphalt concrete patching adjacent to the gutter and/or gutter overlay has been done and the hazard to bicyclists and motorists no longer exist. 6.11 Contractor shall maintain access to all driveways except when actually doing construction within the driveway boundaries, at which time partial access will be maintained unless alternate arrangements can be made with the property owners or tenants in advance. If the driveway to any garage or parking area is to be closed for construction work, prior written approval must be obtained from the property owners and the Engineer. Notice shall be posted by the Contractor 72 hours in advance stating the approximate time the driveway will be closed and reopened. 6.12 City of Cupertino Truck Routes for all hauling shall be used, as described in Section 10 of the Special Provisions. Contractor to submit proposed haul route for City review and approval a minimum of five working days prior to the start of work. 6.13 Contractor shall obtain a Transportation permit from the Public Works Department for any vehicle which exceeds weight or dimensions prescribed in the California Vehicle Code. 6.14 The Contractor shall provide a certified professional traffic control crew that is independent from the construction activity. This traffic control crew shall be responsible to the Contractor for implementing the traffic control measures detailed in this Contract. The crew is subject to the approval of the Engineer. 6.15 The Contractor shall supply, place, and maintain all necessary traffic control devices during construction in accordance with the applicable requirements of the City of Cupertino, the California Manual of Uniform Traffic Control Devices, and the traffic control plans approved by the City. 6.16 All traffic control devices shall conform to Section 12 of the Caltrans Standard Specifications. They are to be in good condition and sufficiently clean so as to be easily 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 SPECIAL CONDITIONS Page 89 visible to traffic. All signs shall be placed in positions where they convey their message most effectively or as shown on the approved traffic control plan. 6.17 Type 11 and I II barricades with working flashers shall be used. At least one working flashing light must be installed on each barricade for night work. Flashing lights must be maintained in good working order throughout the duration of the work. Crosswalk closing barricades shall be Type 11 with a 6" orange border at the base. 618 Signs to be used for traffic control shall conform to the requirements of the California Manual of Uniform Traffic Control Devices. Signs that are attached to existing poles shall not cause any damage to the poles when they are attached or removed. All of the hardware that is used when attaching signs to existing poles shall be completely removed from the poles when the signs are removed. If a construction sign is required in an area where it cannot be attached to an existing pole, it shall be attached to a 4" x 4" wooden pole. The distance from the ground surface to the bottom of the sign shall be seven (7) feet. 6.19 A flag -type high level warning device with three or more flags shall be used for each direction of traffic affected, generally placed within the taper area. 6.20 Flashing arrow boards shall be Type A or Type II as described in Section 6F.56 of the California Manual of Uniform Traffic Control Devices. Flashing arrow boards are required for lane shifts and reductions and may be required for nighttime work. 6.21 Dated "No Parking Tow Away" signs shall be posted a minimum of 72 hours in advance of all work requiring that cars not be parked on the street. Date and time of work shall be written on signs in two -inch -high letters with a'/4-inch felt black marker. Signs shall be posted 50 feet on center and removed immediately after the work is completed. The Contractor must notify the Project Inspector with locations of posting to verify seventy-two (72) hour notice. 6.22 Traffic Control Plans. A traffic control plan consistent with the following generally applicable conditions must be approved by the Public Works Department 30 days prior work. The Contractor shall supply, place, and maintain all necessary traffic control devices in accordance with the California Manual of Uniform Traffic Control Devices and the following conditions: Traffic control plans will include a schedule of construction showing each phase of work and the anticipated method of handling traffic for each phase. Traffic control plans will include a scaled drawing of the street, lane configuration, parking, sidewalk, work area, and the location of signs and cones, etc., to warn, direct, and guide the traffic. The traffic control plan shall reflect actual (not typical) intersection layout and indicate islands, medians, lane lines, bike lanes, nearby driveways, and note all pavement and lane widths. All traffic control plans shall be professionally prepared. • In general, Contractor shall maintain all vehicular, pedestrian, and bike movements. No total closure of any arterial or collector street will be permitted. City may allow closure of local residential streets but Contractor shall always maintain local and emergency access. • The Contractor shall maintain one lane of traffic in each direction at all times on all streets. The clear width of the lane shall be a minimum of 10 feet. 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 SPECIAL CONDITIONS Page 90 A minimum four feet clear sidewalk shall be maintained unless the work makes closure unavoidable, in which case the sidewalk may be closed while working, subject to the approval of the Engineer. However, an alternate pedestrian facility must be provided for the duration of the closure. At intersections, work will be permitted at one corner at a time so pedestrian movements can be maintained through the intersection. 6.23 Work shall not restrict visibility of any traffic control device. 6.24 No work will be permitted within 1500 feet of school grounds until after 9:30 a.m. on school days. Other special restrictions may be required at heavily used school crossings or school commute routes beyond 1500 feet from the school grounds as deemed necessary for student safety by the Engineer. 6.25 No closure of lanes on arterial and collector streets will be permitted between the hours of 7 and 9 a.m. and 3:30 and 7 p. m. 6.26 If work will impact transit stops or transit routes, Contractor shall be required to contact Santa Clara Valley Transportation Authority or other affected transit companies to address relocation of facilities or rerouting of buses prior to submitting traffic control plan. Traffic control plan should indicate what actions are being taken with regard to transit services. 6.27 Any work within 150 feet of any signalized intersection should be coordinated with the Traffic Signal Technician at (408) 777-1366. 6.28 The Contractor shall be required at Contractor's expense to hire Santa Clara County Sheriff's officers to direct traffic when working at signalized intersections, especially when (1) equipment is intermittently blocking or crossing a traffic lane; (2) only one lane of traffic is available for two directions of traffic; (3) one lane of traffic is available in each direction, but the left turning traffic is also using the through lane; and (4) at multiple lane signalized intersections. A minimum of two officers per intersection shall be required. Additional officers may be required by the engineer. 6.29 All signs and other warning devices shall be provided by the Contractor and shall become his property after completion of the Contract. The cost of providing, installing and maintaining signs, lights, caution tape, delineators, flares, barricades and other facilities as directed by the Engineer for the convenience and direction of public traffic shall be included in the prices paid for the various items of work involved in the project. 6.30 The Contractor shall furnish Portable Changeable Message Signs (PCMS) for the following street segments: Stevens Creek Boulevard (N. Foothill — Highway 85) and Rainbow Drive. The PCMS shall be in accordance with section 12-3.32, "portable changeable message signs" of the Caltrans Standard Specifications. The contractor shall provide a minimum of one PCMS at each end of each street at least fourteen (14) calendar days prior to the start of construction operations and remain in place for the duration of the construction. The contractor shall submit the PCMS locations and messages for City review and approval. The contractor shall be responsible for updating the PCMS messages and locations 6.31 The above requirements are a minimum and do not limit the Contractor's responsibility of doing all that is practical and necessary to ensure the safety of workers, pedestrians, bicyclists, and motorists. The Contractor shall conform to the above traffic control requirements which are generally applicable to most common situations. Based on 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 SPECIAL CONDITIONS Page 91 the nature of a job, additional conditions or exceptions to the above conditions may be necessary. 7. SUBMITTALS FOR QUALITY ASSURANCE. In the Technical Specifications, the City may specify quality assurance requirements, including qualifications for special skills and experience required of the Contractor. For any specified skill, the Contractor may use a subcontractor that specializes in the work and meets the performance requirements or the Contractor may self -perform the work, subject to demonstrating the necessary skill, experience, and/or certifications to perform the work. The Contractor will submit verification that the materials and labor skills meet the specified requirements prior to implementing the specific work though the submittal process. 8. NOTIFICATION TO ABUTTING PROPERTIES The contractor shall provide advanced notification to all residents, businesses and schools located within the project area or impacted by access restrictions a minimum of two times prior to construction as follows. 8.1 Advanced Notification Doorhangers The contractor shall submit a sample door hanger to the City of Cupertino for review and approval. At a minimum, the doorhanger shall include the type of work to be completed, limits of work, hours of work, parking and access restrictions during construction and contractor contact information. The first door hanger shall be distributed to residents, businesses and schools along effected streets 5 working days prior to construction. The second shall be distributed 48 hours prior to commencement of work. Notification will be necessary prior to each phase of work including crack seal, rubberized chip seal, slurry seal and fog seal. Contractor must also notify schools when work occurs on a route to school or within 750 ft radius of school. If construction operations are delayed for any reason beyond the duration stipulated in the notices, the Contractor shall re -issue written notices that explain the delay and provide a revised schedule. Payment for compliance with this section shall be deemed included in the various other items of work, and no additional compensation will be allowed therefore. SAMPLE NOTICE: NOTICE TO RESIDENTS / BUSINESS OWNERS Date: [MONTH] [DAY], [YEAR] Subject: [NAME OF PROJECT] — [Seven Day OR Two Day] Notice This notice is to inform you that the City of Cupertino, Department of Public Works, has contracted with [CONTRACTOR NAME] to [SCOPE OF WORK] along [STREET NAME] from [ADJACENT CROSS STREET] to [ADJACENT CROSS STREET]. This [SCOPE OF WORK] will mainly occur on [WEEKDAYS, SEE "SCHEDULE OF WORKING DAYS/HOURS"] from [START TIME] to [END TIME] and is scheduled to start in your area APPROXIMATELY seven days from the date of this notice and will continue from [START DATE] until [END DATE] . Please be aware that there may be construction activities that cause traffic delays. [CONTRACTOR NAME] will make every effort to maintain normal traffic access and minimize disruption in your neighborhood. No Parking / Tow -Away signs will be posted in affected areas 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 SPECIAL CONDITIONS Page 92 two working days in advance of enforcement. Access to driveways will be maintained at ALL times during the construction. Prior to activities in your immediate area, you will be sent a notification TWO WORKING DAYS before work begins. [CONTRACTOR NAME] and the City of Cupertino, Department of Public Works, apologize for any inconvenience due to these activities. If you have any questions or need assistance as these activities progress, please call the number(s) listed below: [CONTRACTOR NAME AND PHONE NUMBER] 8.2 Night Work Notification Where night work is permitted, the contractor shall mail advance notices to all residents and business located within 800 feet of the construction zone two weeks prior to work and distribute door hanger notices to the same residents and businesses a minimum of two (2) working days prior to work. The Contractor shall distribute advanced notification of night work to residents and businesses located within 800' of the limits of night work. The notice shall include dates and times of work to be completed. The Contractor shall submit a draft notification for review and approval prior to distribution. 8.3 Towing Procedure Cupertino Municipal Code Section 11.24.200 D authorizes the towing away of vehicle(s) parked on a public street where construction or street repair work is scheduled to occur. The Contractor performing the scheduled work is responsible for erecting the required signs giving notice that such vehicles may be towed away if left on the street during the time that the work is scheduled to be performed. The signs shall be erected at least 72 hours prior to the scheduled start of work. The specific dates and times of work shall be written in two -inch -high letters with a '/4-inch felt black marker. Signs shall be posted on Type II barricades, 50 feet on center and removed immediately after the work is complete. The Contractor shall update signs as necessary. The Contractor must notify the Project Inspector with locations of posting, to verify forty-eight (48) hour notice.. No work shall be allowed if posting is not verified. Contractor shall maintain timestamped photographic records of distributed doorhangers and provide to City upon request. All costs for notification and posting of signs shall be included in the various items of work and no special compensation will be allowed. 9. CALTRANS ENCROACHMENT PERMIT In accordance with the City's encroachment permit application and upon the issuance of the City's encroachment permit application with Caltrans, the Contractor shall apply and obtain a separate encroachment permit (referred to as a Double Permit) for the work at the following location: Stevens Creek Boulevard/Highway 85 intersection. The application for a double permit must include six copies of the traffic control plans stamped, signed, and dated by a California Licensed Professional Engineer, and with expiration date included. Refer to Appendix A for Caltrans general encroachment permit requirements. The cost associated with the Caltrans' Double Permit application review and approval shall be considered as included in the contract price paid for various items of work involved and no additional compensation will be allowed therefor. Prior to the start of work in the Caltrans' right-of-way, the Contractor shall be responsible for coordinating the pre -construction meeting with the Caltrans' Field Permit Engineer. The Contractor shall also be responsible for coordinating on -going construction inspections with the Caltrans' Field Permit Engineer. 10. UNION PACIFIC RAILROAD COMPANY (UPRR) MAINTENANCE CONSENT AND/OR RIGHT OF ENTRY AGREEMENTS 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 SPECIAL CONDITIONS Page 93 The Contractor shall be required to obtain and execute the necessary agreement(s), permit(s), and/or endorsements from UPRR to perform work within the UPRR right-of- way at the following UPRR crossings: Stevens Creek Boulevard, Rainbow Drive, and Prospect Road. The Contractor shall be responsible for obtaining and providing UPRR Railroad Liability Insurance and other insurance required by UPRR and obtaining and providing UPRR flaggers for the duration of work. The Contractor will be required to sign a "Contractor's Endorsement" to the City's Maintenance Consent with UPRR (See Appendix A). Prior to starting any work within the UPRR right-of-way, the Contractor will have to pay a nonrefundable payment of approximately $#### to the UPRR with the Contractor's Endorsement and certificate(s) of insurance coverage required pursuant to the UPRR agreement. The anticipated insurance coverage requirements for the Contractor to obtain under the UPRR maintenance consent and/or right -of -entry agreement(s) are included in Appendix A of these Project Specifications. The anticipated insurance coverage that the Contractor will have to obtain will also include "Railroad Protective Liability Insurance" (RPLI); the UPRR website offers options for to purchase RPLI coverage from their national broker here: https://www. u p. com/real_estate/rrinsurance/liability_insurance/index. htm. The Contractor is not required to obtain RPLI through the UPRR national insurance broker, and this resource is for information only. The cost for this work and UPRR's training, flagging and inspections shall be considered as included in the contract price paid for various items of work involved and no additional compensation will be allowed therefor. Refer to Appendix A for UPRR's general maintenance consent requirements. 11. Mandatory Striping and Pavement Marking Plan The Contractor shall refer to the Section 6 "ASPHALT STRIPING / MESSAGES & MARKERS" of the Technical Specifications for the Mandatory Striping and Pavement Marking Plan's submittal timing requirements PRIOR to the Pre -Construction Meeting for City review and approval PRIOR to issuance of the project's Notice to Proceed. 12. Street Sweeping/Maintenance In addition to the sweeping provisions in these Technical Specifications, the Contractor shall provide standby street sweeping services from the start of slurry and chip seal placement operations through final striping operations. The Contractor's standby street sweeper shall respond to City requests for cleanup within 24 hours that the request is made by the City. Payment for standby street sweeping shall be included in the unit price for the related rubberized chip seal and slurry seal items and no additional compensation will be allowed. 13. Liquidated Damages The Contractor may be assessed liquidated damages for the following below. For the purposes of this section, each area of noncontiguous work is considered a unique location and each individual street segment is identified by Estimated Quantities sheet. Damages listed below shall be in addition to any potential damages for failure to complete the project on time. Incomplete Cape Seal Segments: Failure to complete placement of the slurry seal application on rubberized chip seal street segments by the eighth day after the 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 SPECIAL CONDITIONS Page 94 placement of the rubberized chip seal shall result in liquidated damages of $500 per calendar day per chip sealed street segment. • Chip Seal & Slurry Seal Final Sweeping: Failure to complete the final sweeping and the additional three sweeping operations as stated in the Technical Specifications shall result in liquidated damages of $500 per day per street segment. • Chip & Slurry Seal Maintenance Sweeping: Failure to respond to City requests for additional maintenance sweeping, within 24 hours of City request shall result in liquidated damages of $500 per day per street segment of non -responsiveness • Rubber Chip Emulsion, Slurry & Fog Seal Overspill: Failure to clean and remove emulsion overspill and debris from gutters and other existing street improvements on the day of the fog seal, rubber chip emulsion, or slurry seal application shall result. Failure to maintenance after completion of fog seal or slurry seal application shall result in liquidated damages of $500 per day per street segment. • Incomplete Temporary Striping and Markings: Failure to install temporary striping and markings immediately after the completion of fog seal, slurry seal, or rubber chip seal application of a street segment shall result in liquidated damages of $2000 per day per street segment. • Cat Tracking for Striping and Markings: Failure to complete cat tracking field application by the sixth calendar day following the completion of slurry seal application of a street segment shall result in liquidated damages of $500 per day per street segment. • Final Striping: Failure to complete all final traffic striping, marking, and raised pavement marker improvements by the 16h calendar day following the completion of slurry seal application of a street segment shall result in liquidated damages of $300 per calendar day per street segment. The liquidated damages for Stevens Creek Boulevard, from N. Foothill Blvd to Highway 85, shall be $2000 per calendar day per street segment. END OF SPECIAL CONDITIONS 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 SPECIAL CONDITIONS Page 95 Technical Specifications 1. TRAFFIC CONTROL (Bid Item Number 1) a. Item Requirement Contractor shall furnish all necessary supervision, labor, materials, construction tools and equipment, supplies to complete traffic control at each location during the times immediately prior, during and after work. b. Scope Construction area signs shall be furnished, installed, and removed when no longer required. The Contractor's attention is directed to Section 7- 1.08, "Public Convenience", Section 7-1.09, "Public Safety", and Section 12, "Construction Area Traffic Control Devices", of the Caltrans Standard Specifications and Section 00820 Traffic Control Requirements of these specifications. All traffic control devices shall conform to the latest "Manual of Traffic Control for Construction and Maintenance Work Zones" issued by Caltrans. (a) Advance construction warning signs shall be placed on all streets leading into the construction area before any construction is started. (b) Speed limit advisories may be placed along the main traffic lanes. (c) When detours or changes in traffic lanes are required, directional signs shall be placed at each end and along the roads. (d) Warning signs, caution signs, and end construction signs, shall be placed at each end of the work and along the route when conditions warrant their use. The Contractor shall submit a detailed traffic control plan for all work that requires lane closures at least 5 days prior to the lane closure. No lane closure will be allowed without prior approved traffic control plan specific to that location. Traffic control shall be planned for each individual lane closure with detail layouts of all signage locations. The Contractor is responsible for proper placement and maintenance of all signs and barricades. Any additional signs, barricades, lights, etc., that may be required by the Engineer to ensure public safety shall be installed and maintained by the Contractor. Note: Traffic Controls — Qualified Individual: Traffic controls through the construction zone shall be designed and maintained by a designated individual qualified in this responsibility. The qualified traffic control 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 96 individual shall have no other responsibilities other than traffic control. The name(s) of the qualified traffic control individual shall be submitted and approved prior to beginning work. If required in the traffic control plan, and always during one way traffic control, flagmen will be required to direct traffic during construction. The number and location of flagmen shall be sufficient to allow safe control and passage of traffic through the work zone. During the paving of intersections, two flagmen shall be posted at each intersection for the entire duration of work and until the intersection is open to normal traffic operations. If a cross street needs to be temporarily closed when work is in progress through the intersection and the anticipated 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 Traffic Engineer. When required by the Engineer, the Contractor shall supply a minimum of two (2) message boards per arterial / collector street or street segment, to be placed at designated locations for advanced warning of construction dates and times. The message shall be preapproved by the engineer prior to programming. Message boards shall be set up at least two weeks prior to work. The term "Construction Area Signs" shall include all temporary signs required for the direction of public traffic through or around the work during construction. Such signs are shown in or referred to in the current MANUAL OF TRAFFIC CONTROLS — Warning signs, Lights and Devices for Use in Performance of Work Upon Highways, published by the State of California, Department of Transportation, hereinafter referred to as MANUAL OF TRAFFIC CONTROLS. 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 or any day preceding a designated legal holiday; before 8 a.m. and after 5 p.m., Monday thru Friday or as further restricted by Attachment A, and when construction operations are not actively in progress on working days. During daily construction operations, there may be certain peak traffic hours that would require the Contractor to alter the construction schedule in order to minimize the impact of the work on the public's convenience. The following provisions shall apply on the listed street segments: 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 97 Street Special Traffic Control Provision Arterials: One lane in each direction of traffic shall be Stevens Creek Blvd maintained at all times. The roadway shall be (Bubb - Hwy 85) open for two-way traffic at all times. Work hours are limited to 9:30 AM and 2:00 PM. Collectors: On four lane streets, one lane in each direction Rainbow Dr; shall be maintained at all times. On two lane Stevens Creek Blvd streets, flagmen shall be used to maintain traffic flow and lane closure hours shall be limited to 9:30 AM to 2:00 PM M_F. Work on Stevens Creek Blvd between Foothill and west City Limit shall be completed on Sat/Sun between the hours of 9:30 AM and 2:30 PM. Streets Near Schools Greenleaf Dr; Yorkshire Dr; Folkestone Dr Traffic may be limited to only local traffic during the period between 9:30 a.m. and 2:00 p.m. Work may be required on weekends to minimize traffic impacts. Flagman shall be used to control traffic. Streets immediately adiacent to schools shall be sealed when school is out of session. Residential: Traffic may be limited to only local traffic during the period between 8 a.m. and 4:30 p.m. Construction vehicle access may be further limited (see truck traffic restrictions map) Attention is directed to Sections 7-1.08, "Public Convenience," 7-1.09, Public Safety," and 12, "Construction Area Traffic Control Devices," of the State Standards and to the Section entitled "Public Safety" and flagging for traffic control systems elsewhere in these technical specifications. Nothing in these technical specifications shall be construed as relieving the Contractor from his responsibility as provided in said Section 7-1.09. Lane closures shall conform to the provisions in the section of these special provisions entitled "Traffic Control for Lane Closure." Personal vehicles of the Contractor's employees shall not be parked on the traveled way or shoulders, including any section closed to public traffic. The Contractor shall notify local authorities of his intent to begin work at least 7 calendar days before work is begun. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles. 2026 Pavement Maintenance Program, Phase 2 Project # 2026-102 Technical Specifications Page 98 Whenever vehicles or equipment are parked on the shoulder within 6 feet of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed where directed by Engineer. Bike Lane Closed Ahead and Share the Road signs shall be placed where applicable. In order to minimize the impact on local merchants, and residents, driveways shall not be blocked for any long periods of time. The Contractor shall maintain access to all driveways before and after road material is placed. The Contractor shall limit the time between the prep time placing and curing time of the asphalt material and cleanup so that vehicles may return the roadway to use. The full width of the traveled way shall be open for use by public traffic on weekends designated legal holidays, and when construction operations are not actively in progress unless approved otherwise. Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon the written request of the Contractor if in the opinions of the Engineer public traffic will be better served and the work expedited. Such deviations shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change orders. A traffic control system shall consist of closing traffic lanes in accordance with the provisions of Section 12, "Construction Area Traffic Control Devices," of the State Standards, the provisions under "Maintaining Traffic" elsewhere in these technical specifications. The provisions in this section will not relieve the Contractor from his responsibility to provide such additional devices or take such measures as may be necessary to comply with the provisions in Section 7-1.09, "Public Safety," of the State Standards. If any component in the traffic control system is damaged, displaced, or ceases to operate or function as specified, from any cause, during the progress of work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location. Lane closures are made for work periods only, at the end of each work period, all components of the traffic control system, except portable delineators placed along the traveled way, shall be removed from the traveled way, shoulder and auxiliary lanes. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 99 c. Measurement & Payment The contract lump sum price paid for Traffic Control shall include full compensation for furnishing all labor including flagging costs, materials (including signs), tools, equipment and incidentals, and for doing all the work involved in placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control system and preparing required traffic control plans, as specified in the State Standards and these technical specifications, and as directed by the Engineer. 2. CRACK SEAL (Bid Item Number 2) a. Item Requirement This work shall consist of removing vegetation, embedded sand and dirt and all other debris and incompressible materials, evaporating moisture from cracks and joints in the asphalt concrete pavement, and cleaning and filling the cracks with rubber asphalt joint seal as specified in these special provisions, and as directed by the Engineer. b. Scope MATFRIAI S The crack sealant shall be a mixture of paving asphalt and ground rubber and shall conform to ASTM D6690, Type II. CONSTRUCTION All cracks 3/32 of an inch wide or wider shall be sealed. Immediately prior to applying the sealant, the cracks shall be cleaned. Removal of vegetation and all incompressible materials from cracks and joints shall be by means of hot compressed air lance. (Other methods such as routing with compressed air cleaning may be substituted at engineer's specification. Under ANY circumstances compressed air used for cleaning MUST be oil free.) Before sealing, the crack surfaces must be made clean, dust free, and dry. The preferred way to remove the moisture is with the use of the hot compressed air lance. The temperature will be at least 2000 degrees F. The lance shall be not more than 50 feet ahead of the sealing unit, as they progress down the pavement, so that the crack area does not have time to cool or take up new moisture from below. 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. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 100 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. c. Measurement & Payment The contract lump sum price paid for Crack Seal shall include full compensation for furnishing all labor, materials, tools, equipment, traffic control and incidentals, and for doing all the work involved with the crack seal filler application, complete in place. 3. FOG SEAL (Bid Item Number 3) a. Item Requirement The Work under this Section includes providing all labor, material, tools and equipment necessary to apply a polymer modified asphaltic emulsion rejuvenating seal to streets listed in the Location Map. b. Scope MATERIALS The emulsion used shall be polymer modified and shall comply with Section 94 of Caltrans Standard Specifications. CONSTRUCTION The Contractor shall be responsible for preparation of the pavement to receive fog seal coat as required under Section 37 of the Standard Specifications. Immediately prior to the application of fog seal coat, the streets shall be cleaned by sweeping with self-propelled vacuum or regenerative air sweepers with water spray bars to reduce dust. Sidewinder sweepers or brooms that wind row material and do not remove it shall not be used. Prior to fog seal application, pavement surfaces shall be cleaned of all oil, debris, grease spots and weeds. Before applying fog seal coat, contractor shall cover manholes, valve boxes, monument boxes, other exposed facilities and all existing pavement markers, markings, legends and speed bumps within the area of application with plastic or oil - resistant construction paper secured in place. All traces of plastic or oil - resistant construction paper shall be removed as quickly as possible following application of fog seal. Contractor shall replace or clean at his or her own expense any damaged or oil stained items within project limits. The emulsion shall be applied with a distributor truck to the pavement surface at a rate of .07 gal / S.Y - .10 gal/ S.Y. The final rate of application will be jointly determined by the engineer, contractor and the vendor. The asphalt distributor for application of the emulsion shall have a full circulation spray bar that is adjustable to at least sixteen (16) feet wide and capable of heating and circulating the emulsion simultaneously. It must 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 101 have computerized rate control for adjusting and controlling the application from the cab by .01 gallons per square yard increments. The distributor shall also be equipped with a volume measuring device and a thermometer for measuring the emulsion temperature in the tank. The fog seal shall not be placed if either the pavement temperature or the air temperature is below 50 degrees F and falling, but may be applied when both the air and pavement temperature is 50 degrees F or above and rising. The fog seal coat shall not be placed if rain has occurred within the past 24 hours. The weather forecasts should be for highs near sixty degrees Fahrenheit and no rain forecast for the next twenty-four hours after the fog seal has been applied. The fog seal should not be placed if the high temperatures for the day exceed 95 degrees unless approved by the Engineer. The distributor driver must be experienced at applying rejuvenation seals. Precautions must be taken to prevent any material from entering the storm drain system. See Section 7.20 of the General Conditions for Storm Water Pollution Prevention requirements. c. Measurement and Payment The contract square yard price paid shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, notifying residents and business, and for doing all the work necessary to prepare the surface, mix and apply fog seal and protecting the seal in place until it has set. No additional compensation will be made therefor. traffic control for fog seal shall be paid under the Traffic Control bid item. 4. TYPE II SLURRY SEAL (Bid Item Number 4) a. Item Requirement The work shall consist of furnishing all necessary labor, materials and equipment for the transporting, mixing of asphaltic emulsion, aggregate and water and spreading the mixture of pavement areas to conform to the Provisions of Section 37-3, "Slurry Seal and Micro -surfacing," of the Caltrans 2018 Standard Specifications, Revised Standard Specifications, and these Special Provisions. b. Scope MATFRIALS- Asphalt Emulsion Asphaltic Emulsion used for slurry seal shall be designated as grade PMCQS-1 h or equal. Solid polymers shall be adequately blended into the asphalt prior to emulsification. If a liquid latex such as neoprene or similar is used, the latex shall be "co -milled" into the emulsion through the water phase during manufacturing. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 102 Each load of polymer modified asphaltic emulsion shall have a certificate from the asphalt emulsion manufacturer guaranteeing that either asphalt blending or "co -milling" processes were used. The certificate shall also state the percentage of the solid rubber polymer added by weight of the asphalt as well as the composition of the polymer. The addition of latex to the emulsion after emulsion manufacturing is prohibited. The polymer modified asphalt emulsion shall conform to the following specifications: Tests on Emulsion Test Test Method Requirement Minimum Maxinnun Viscosity SSF, 77°F, seconds AASHTO T59 15 90 Sieve Test, % AASHTO T539 --- 0.30 Storage Stability Test, 1 day % AASHTO T59 --- 1.0 Residue by Evaporation, % CTM 331 57 --- Particle Charge AASHTO T59 I Positive Tests on Residue Test Typical Requirement Minimum Maximum Penetration, 770F AASHTO T49 40 90 Ductility, 77°F, mm AASHTO T51 400 --- Polymer Content, % See Section 94-1.01C of the Standard Specifications for Sampling Requirements CTM 401 2.5% --- OR Torsional Recovery, % CTM 332 18 --- A certificate of Compliance shall be furnished to the Engineer in accordance with Section 6-3.05E, "Certificates of Compliance," of the Standard Specifications and these Special Provisions. The Certificate of Compliance shall include all information stipulated in Section 94, "Asphaltic Emulsions," of the Standard Specifications. Additional information relevant to the specifications shall be furnished if requested by the Engineer. Samples will be obtained in accordance with ASTM Method D140 or such other methods as are approved by the Engineer. Aggregate Aggregate for the slurry seal shall comply in all respects to requirements in Section 37-3, "Slurry Seal and Micro -surfacing," of the Standard Specifications for a Type II slurry seal except for the following: 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 103 Aggregate shall consist of sound, durable, crushed stone or crushed gravel. If approved by the Engineer, mineral filler will be allowed. Aggregates shall be 100% crushed with no rounded particles, volcanic in origin, and black in color. The use of gray or light-colored aggregate will not be allowed. The percentage composition by weight of the aggregate shall conform to the following grading: Percentage Passim Sieve sizes Type II 3/8" (9.5 - n1m) 100 No. 4 (4.75 - mm) 90 - 100 No. 8 (2.36 - mm) 65 - 90 No. 16 (1.18 - mm) 40 - 70 No. 30 (600 - um) 25 - 50 No. 200 (75 - um) 5 - 15 Theoretical asphalt content, % based on dry aggregate 7.5 - 13.5 Approximate application rate (Pounds/Square Yard) 14-18 The aggregate shall also conform to the following quality requirements: Test Method of Test Requirement Sand Equivalent California Method 217 60 min. -Durability Index California Method 229 55 min. When the results of both the aggregate grading and the Sand Equivalent test do not conform to the requirement specified, the slurry seal represented by the failing aggregate tests is rejected and the Contractor shall remove the slurry seal represented by the failing aggregate tests. The Contractor shall be fully responsible for the costs associated with the removal of the slurry seal, the placement of the slurry seal with aggregate that conforms to the above quality requirements, all material retesting of the aggregate material, and all incidental work associated with the removal and replacement of failed aggregate slurry seal. The Contractor may request the slurry seal segments with the non- conforming aggregate to remain in place. The Contractor shall submit the request in writing to the City for review and approval. If the City is agreeable to allow the non -conforming aggregate material to remain in place, the City may deduct the cost of the non -conforming aggregate material from any monies due, or that may become due the Contractor under the contract. The minimum cost of the non -conforming aggregate material shall be the actual cost for the labor, material, equipment, and transport to furnish and install the non -conforming aggregate material. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 104 No single aggregate grading, durability, or sand equivalent test shall represent more than 300 tons or one-day's production, whichever is smaller. The Contractor, in accordance with Section 6-3.05E, "Certificates of Compliance," of the Standard Specifications, will furnish a Certificate of Compliance for aggregates used in the slurry seal. The Certificate of Compliance shall include results of laboratory tests indicating the average gradation, minimum sand equivalent and maximum film stripping and durability index, all in accordance with Section 37-2.02, "Materials," of the Standard Specifications. Mineral FiIIPr Mineral filler shall be either Portland Cement, hydrated lime, limestone dust, fly ash or other approved filler meeting the requirements of ASTM D242 and shall be used if required by the mix design. The mineral filler shall be considered as part of the aggregate in calculations regarding slurry seal asphalt content. Additives may be used to accelerate or retard the mixing and setting characteristics of the slurry seal or improve the resulting finished surface. The use of additives in the slurry mix (or individual materials) shall be made initially in quantities predetermined by the mix design with field adjustments if required. If the use of additives during application requires a greater than + or — 1.0% deviation from the recommendations of the mix design, a new mix design will be performed to verify system performance at higher or lower additive levels. Mix Design At least seven (7) working days before slurry seal placement commences, the Contractor shall submit to the Engineer for approval a laboratory report of tests and proposed mix design covering the specific materials to be used on the project. The percentage of asphalt emulsion proposed in the mix design shall be within the percentage range specified in Section 37-3.03B, "Proportioning," of the Standard Specifications. The tests and mix design shall be performed by a laboratory capable of performing the applicable International Slurry Seal Association (ISSA) tests. The proposed slurry seal mixture shall conform to the requirements specified when tested in accordance with the following tests: 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 105 Test Description Sec ISSA TB 106 Slurry Seal Consistency, nun 30 maximum ISSA TB-139 Wet Cohesion (using project source aggregate, asphalt emulsion and set -control 12kg-cm minimum agents, if used) 20kg-cm minimum 30 minutes min 60 minutes min ISSA TB-109 Excess Asphalt 50 g/ft- maximum By LWT Sand Adhesion (538 /m-' maximum) ISSA TB-114 Wet Stripping Pass ISSA TB 115 Compatibility Pass ISSA TB-100 Wet Track Abrasion Loss, one -hour soak 75 g/ft' maximum (minimum asphalt content) (807 /m' maximum) ISSA TB-113 Mix Time (Mixing test and set time test Controllable to 180 shall be done at the highest temperature sec. minimum expected during construction The laboratory report shall be signed by the laboratory that performed the tests and mix design and shall show the results of the tests on individual materials, comparing the test results to those required by the specifications. The report shall clearly show the proportions of aggregate, filler (as determined from the tests, minimum and maximum), water (minimum and maximum), asphalt solids content based on the dry weight of aggregate and set -control agent usage. The laboratory shall also report the quantitative effects of moisture content on the unit weight of the aggregate (bulking effect). Previous laboratory reports covering the same materials may be accepted provided they are made during the same calendar year. The Engineer shall approve the mix design and all slurry seal materials and methods prior to use. The job mix design shall conform to the specification limits and be suitable for the traffic climate conditions, curing conditions and final use. This will include recommended application rate of slurry to suit the job conditions. Any changes in the proportions will be made only when approved by the Engineer. Proportioning Proportioning shall conform to the provisions in Section 37-3.03B, "Proportioning," of the Standard Specifications and these Special Provisions. The completed mixture, after addition of water and any set -control agent used, shall be such that the slurry seal mixture has proper workability and (a) will permit uncontrolled traffic on the slurry seal within two (2) hours after placement without the occurrence of tracking, bleeding, raveling, separation or other distresses, and (b) prevent development of bleeding, raveling, separation or other distress within fifteen (15) days after placing the slurry seal. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 106 Mixing and Spreading Equipment Mixing and spreading equipment shall conform to the provisions in Section 37-3.03C, "Mixing and Spreading Equipment," of the Standard Specifications and these Special Provisions. A minimum of two 7-cubic yard capacity or larger slurry machines shall be on the job and in good operating condition at all times. Machines must be able to negotiate all turns next to the curbs in cul-de-sacs, on initial pass in one continuous pass. Surface Preparation Before the polymer modified slurry seal is applied, the pavement surface shall be swept free of all debris and loose debris using power sweepers, cracks shall be filled, and digouts completed. The Contractor shall remove all pavement markings, weeds and plant materials in all the street sections that will receive slurry seal surfacing. Removal of weeds and plant materials shall be done using a chemical weed killer (per manufacturer's recommendations) as approved by the Engineer, and all these areas shall be thoroughly cleaned using compressors or other means acceptable to the Engineer. During the striping removal process, large amounts of grinding debris (thermoplastic and asphalt) shall be removed by hand prior to use of a power broom. All existing/temporary pavement markers, paint and thermoplastic shall be removed and disposed of by the Contractor. Said removal shall not occur sooner than two days prior to the slurry sealing is performed. Manholes, valves, survey monuments, or miscellaneous frames and covers shall not receive a seal coat. These shall be covered and protected prior to application of slurry. Any frame or cover seal coated shall be cleaned to the satisfaction of the Engineer and the cost for the cleaning shall be borne by the Contractor. Placing Placing shall conform to the provisions in Section 37-3.03D, "Placing," of the Standard Specifications and these Special Provisions. The Contractor shall place slurry seal no later than 2 pm onto any street surface. No application of slurry mixture shall be permitted when the temperature of the pavement to be surfaced is below 50' F or when the air temperature is below 60°F in the shade or when, in the opinion of the Engineer, road conditions, road temperatures, imminence of rain, wetness or dampness are not conducive to successful results. The slurry mixture shall be uniformly spread by means of a controlled spreader box conforming to the requirements of Section 37-3.03C, "Mixing and Spreading Equipment," of the Standard Specifications. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 107 If required by the Engineer, the slurry machine shall be inspected and calibrated on a 300-foot test section. The calibration shall establish the settings required to obtain the application rate for the slurry and correct proportions of ingredients in accordance with these Technical Specifications. All surfaces to be slurry sealed shall be lightly dampened with a fog spray of water. The slurry machine shall move forward at such a speed that the fluid slurry mixture will penetrate and substantially fill all available voids. The slurry box squeegees, rubber belting, or similar material, shall be flexible enough to wipe the slurry uniformly over the surface of the roadway without gouging, scouring or abrading the existing surface or chips. The slurry seal mixture shall be spread at a rate between 15-20 lbs./square yard. The exact rate will be determined in the field by the Engineer. The slurry seal application rate for cul-de-sac bulb locations shall be at least 20 Ibs/square yard. Areas which cannot be reached with the slurry seal machine shall be surfaced using hand squeegees to provide complete and uniform coverage. Care shall be taken to leave no unsightly appearance from the handwork. All handwork shall achieve the same type of finish as applied by the spreader box. All incidental handwork such as surfacing of driveway aprons and returns shall be done concurrently with the surfacing of the street proper. The joint between the edge of pavement and the concrete gutter shall be sealed/filled with slurry seal and not overlap into the gutter pan. Any application spillage beyond this joint shall be removed or cleaned up by the Contractor to the satisfaction of the Engineer. Gutter spills and any tracking of slurry seal onto concrete improvements shall be cleaned immediately. The edges of the limits of the slurry seal application of both sides of the street shall be maintained in a neat and uniform line. Felt paper shall be placed to ensure neat line at curb returns. Speed bumps shall be covered and protected from slurry application and oil tracking. All lines of termination of slurry sealing shall be neat and straight. The Contractor shall use building paper or an approved equal header materials at all limits of work. Longitudinal joints shall be at the crown of the street or at the edge of the traveled lanes. No excessive buildup or unsightly appearance shall be permitted on longitudinal and transverse joints. Care will be taken to avoid leaving ridges at the lap joints between adjoining passes. Wherever possible, joints will coincide with lane lines or in the center of the lane. In no case will ridges be allowed in the normal wheel track of vehicles. The forward speed of the slurry spreader shall be adjusted to eliminate corrugations or surface irregularities in the slurry coat, which are caused by excessive speed. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 108 No lumping, balling, or unmixed aggregate shall be permitted. No segregation of the emulsion and fines from the coarse aggregate shall be permitted. If coarse aggregate settles to the bottom of the mix, the slurry mix shall be removed from the pavement. No excessive breaking of emulsion shall be allowed in the spreader box. No streaks caused by oversize aggregates will be left on the finished pavement, and ridges, washboarding in the finished product shall not be allowed. Weight tags shall be furnished to the Engineer for all materials delivered to the site including aggregates, emulsified asphalt for slurry and retardant. The Contractor shall immediately remove any excess slurry from the gutters. The Contractor shall not continue to the next street until all excess slurry is removed as determined by the Engineer. No extension of time will be granted due to delay caused by non-compliance with this provision. Failure to remove excess slurry at the end of each work day may result in liquidated damages of $500 per day per street segment. The Contractor shall furnish and maintain in good operating condition all tools and equipment necessary to do the work with a minimum of inconvenience to the public and shall employ sufficient personnel to operate all equipment efficiently and skillfully. The Contractor shall refrain from using fuel or solvents of any kind for cleaning tools and equipment in such a manner as to permit spillage of diesel fuel or solvent on the pavement, curbs, gutters, parkways or other adjoining areas. Final Sweeping: A minimum of three (3) self propelled power brooms shall be used that are capable of cleaning the existing pavement and removing loose screenings debris. Gutter brooms or steel -tined brooms shall not be used. Sweeping shall be completed prior to allowing uncontrolled traffic on the road surface. A minimum of three (3) additional sweepings shall be performed one day, two days, and either four or five days after placement of slurry seal and as further directed by the engineer. Failure to sweep within the time specified may result in liquidated damages of $500 per day per street segment. c. Measurement and Payment: "Type II Slurry Seal" shall be paid for at the contract price per square yard and shall be full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved. Traffic control for the slurry seal operations shall be paid under the Traffic Control Bid Item number 1. 5. RUBBERIZED CHIP SEAL (Bid Item Number 5) a. Item Requirement 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 109 The work shall consist of furnishing all necessary labor, materials, tools, equipment, transportation, and incidentals necessary to construct the rubberized chip seal pavement treatment. The rubberized chip seal shall be installed as the lower (first application) layer of Cape Seals. Slurry Seal shall be installed as the upper (second application) layer of Cape Seals. Rubberized chip seal shall consist of an application of rubberized asphalt binder and hot screenings pre -coated with paving asphalt. Rubberized chip seal shall conform to the provisions specified for seal coat in Section 37-2, "Seal Coats," of the Standard Specifications and these Special Provisions. b. Scope DEFINITIONS: Crumb rubber modifier: Ground or granulated high natural crumb rubber or scrap tire crumb rubber. Descending viscosity reading: Subsequent viscosity reading at least five (5%) percent lower than the previous viscosity reading. High natural crumb rubber: Material containing 40 to 48 percent natural rubber. Scrap tire crumb rubber: Any combination of: 1. Automobile tires 2. Truck tires SUBMITTALS: Contractor shall submit proof of successful completion of at least three (3) asphalt rubber chip seal projects of like magnitude and comparable difficulty and rates of progress. In addition, Contractor shall submit proof that the superintendent or foreman to be utilized and present throughout the entire project has successfully completed at least three (3) asphalt rubber chip seal projects of like magnitude and comparable difficulty and rates of progress. At least twenty-one (21) calendar days prior to start of the project submit the name of your laboratory for quality control testing. The laboratory must be AASHTO accredited. For each delivery of asphalt rubber binder ingredients and asphalt rubber binder to the job site, submit a certificate of compliance and a copy of the specified test results. Submit MSDS for each asphalt rubber binder ingredient and the asphalt rubber binder. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 110 At least fourteen (14) calendar days before use, submit: 1. Four 1-quart cans of mixed asphalt rubber binder 2. Samples of each asphalt rubber binder ingredient 3. Asphalt rubber binder formulation and data as follows: For asphalt binder and asphalt modifier submit: a) Source and grade of asphalt binder b) Source and type of asphalt modifier c) Percentage of asphalt modifier by weight of asphalt binder d) Percentage of combined asphalt binder and asphalt modifier by weight of asphalt rubber binder e) Test results for the specified quality characteristics For crumb rubber modifier submit: a) Each source and type of scrap tire crumb rubber and high natural rubber b) Percentage of scrap tire crumb rubber and high natural rubber by total weight of asphalt rubber binder c) Test results for the specified quality characteristics For asphalt rubber binder submit: a) Test results for the specified quality characteristics b) Minimum reaction time and temperature Submit a certified volume or weight slip for each delivery of asphalt rubber binder ingredients and asphalt rubber binder. Submit a certificate of compliance and accuracy verification of test results for viscometers. When determined by the Engineer, submit notification fifteen (15) minutes before each viscosity test or submit a schedule of testing times. Submit the log of asphalt rubber binder viscosity test results each day of asphalt rubber binder application. QUALITY CONTROL AND ASSURANCE: Test and submit results at least once per project: 1. For crumb rubber modifier except for grading, at least once per 250 tons. Samples of scrap tire crumb rubber and high natural crumb rubber must be sampled and tested separately. Test each delivery of crumb rubber modifier for grading. 2. For asphalt binder, test and submit at least once per 200 tons of asphalt binder production. 3. For asphalt modifier, test and submit at least once per 25 tons of asphalt modifier production. Scrap tire crumb rubber and high natural crumb rubber must be delivered to the asphalt rubber production site in separate bags. Take viscosity readings of asphalt rubber binder under ASTM D7741 during asphalt rubber binder production. Start taking viscosity readings of 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 111 samples taken from the reaction vessel at least forty-five (45) minutes after adding crumb rubber modifier and continue taking viscosity readings every thirty (30) minutes until two (2) consecutive descending viscosity readings have been obtained and the final viscosity meets the specification requirement. After meeting the two (2) descending viscosity readings requirement, continue to take viscosity readings hourly and within fifteen (15) minutes before use. Log the test results, including time of testing and temperature of the asphalt rubber binder. Contractor shall provide Quality Control sampling, testing, and verification in accordance with their Quality Control Plan as outlined in the 2023 Caltrans Standard Specifications. Contractor will provide Quality Assurance according to the Quality Assurance Program (QAP). Contractor will hire third party for quality control testing perform acceptance testing. MATERIALS: Asphalt Rubber Binder: Asphalt rubber binder must be a combination of: 1. Asphalt binder 2. Asphalt modifier 3. Crumb rubber modifier The blending equipment must allow the determination of weight percentages of each asphalt rubber binder ingredient. Asphalt rubber binder must be 79 ± 1 percent by weight asphalt binder and 21 ± 1 percent by weight of crumb rubber modifier. The minimum percentage of crumb rubber modifier must be 20.0 percent and lower values may not be rounded up. Crumb rubber must be derived and processed from California tires. Crumb rubber modifier must be 75 ± 2 percent by weight scrap tire crumb rubber and 25 ± 2 percent by weight high natural scrap tire crumb rubber. The blend of asphalt binder and asphalt modifier must be combined with crumb rubber modifier at the asphalt rubber binder production site. The asphalt binder and asphalt modifier blend must be from 375 to 440OF when crumb rubber modifier is added. Combined ingredients must be allowed to react at least forty-five (45) minutes at temperatures from 375 to 4250F except the temperature must be at least 100below the flash point of the asphalt rubber binder. After reacting, the asphalt rubber binder must have the values for the quality characteristics shown in the following table: Asphalt Rubber Binder Quality characteristic Test method Value Min Max Cone penetration @ 25 °C, 1/10 mm ASTM D 217 25 70 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 112 Resilience @ 25 °C, percent ASTM D 5329 18 40 rebound Field softening point, °C ASTM D 36 52 74 Viscosity @190 °C, See section 37- 1500 4000 Pa • s x10-3 2.01 D 3 Maintain asphalt rubber binder at a temperature from 375 to 415°F. Stop heating unused asphalt rubber binder four (4) hours after the 45- minute reaction period. Reheating asphalt rubber binder that cools below 375°F is a reheat cycle. Do not exceed two (2) reheat cycles. If reheating, asphalt rubber binder must be from 375 to 415°F before use. During reheating, you may add scrap tire crumb rubber. Scrap tire crumb rubber must not exceed ten percent (10%) by weight of the asphalt rubber binder. Allow added scrap tire crumb rubber to react for at least forty-five (45) minutes. Reheated asphalt rubber binder must comply with the specifications for asphalt rubber binder. Asphalt Binder: Asphalt binder for asphalt rubber binder chip seal (seal coat) must be PG 64-16 and conform to Section 92 of the Standard Specifications. Asphalt Modifier: Asphalt modifier must be a resinous, high flash point, and aromatic hydrocarbon. Asphalt modifier must have the values for the quality characteristics shown in the following table: Asphalt Modifier for Asphalt Rubber Binder Quality characteristic Test method Value Viscosity, m2/s (x 10-1) at 100 °C ASTM D 445 X ± 3 a Flash point, CL.O.C., °C ASTM D 92 207 min Molecular analysis Asphaltenes, percent by mass ASTM D 2007 0.1 max Aromatics, percent by mass ASTM D 2007 55 min a "X" denotes the proposed asphalt modifier viscosity from 19 to 36. A change in "X" requires a new asphalt rubber binder submittal. Asphalt modifier and asphalt binder must be blended at the production site. Asphalt modifier must be from 2.5 to 6.0 percent by weight of the asphalt binder in the asphalt rubber binder. The asphalt rubber binder supplier determines the exact percentage. If blended, the asphalt binder must be from 375 to 440°F when asphalt modifier is added and the mixture must circulate for at least twenty (20) 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 113 minutes. Asphalt binder, asphalt modifier, and crumb rubber modifier may be proportioned and combined simultaneously. Crumb Rubber Modifier Crumb rubber modifier must be ground or granulated at ambient temperature. Scrap tire crumb rubber and high natural crumb rubber must be delivered to the asphalt rubber binder production site in separate bags. Steel and fiber must be separated. If steel and fiber are cryogenically separated, it must occur before grinding and granulating. Cryogenically -produced crumb rubber modifier particles must be large enough to be ground or granulated. Wire must not be more than 0.01 percent by weight of crumb rubber modifier. Crumb rubber modifier must be free of contaminants except fabric, which must not exceed 0.05 percent by weight of crumb rubber modifier. Method for determining the percent weight of wire and fabric is available under Laboratory Procedure 10 at the following METS Web site: http://www.dot.ca.gov/hq/esc/Translab/ormt/fpmlab.htm The length of an individual crumb rubber modifier particle must not exceed 3/16 inch. Crumb rubber modifier must be dry, free -flowing particles that do not stick together. A maximum of three percent (3%) calcium carbonate or talc by weight of crumb rubber modifier may be added. Crumb rubber modifier must not cause foaming when combined with the asphalt binder and asphalt modifier. Specific gravity of crumb rubber modifier must be from 1.1 to 1.2 determined under California Test 208. When tested under ASTM D 297, crumb rubber modifier must comply with the requirements shown in the following table: Crumb Rubber Modifier Scrap tire crumb rubber (percent) High natural rubber (percent) Quality characteristic Min Max Min Max Acetone extract 6.0 16.0 4.0 16.0 Rubber hydrocarbon 42.0 65.0 50.0 -- Natural rubber content 22.0 39.0 40.0 48.0 Carbon black content 28.0 38.0 -- -- Ash content -- 8.0 -- -- Scrap tire crumb rubber must have the gradation shown in the following table: 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 114 Sieve size Gradation limit No. 8 100 No. 10 98-100 No. 16 45-75 No. 30 2-20 No. 50 0-6 No. 100 0-2 No. 200 0 High natural rubber gradation must have the gradation shown in the following table: Sieve size Gradation limit (%) No. 10 100 No. 16 95-100 No. 30 35-85 No. 50 10-30 No. 100 0-4 No. 200 0-1 Test the crumb rubber modifier gradation under ASTM C 136 except: Split or quarter 100 ± 5 g from the crumb rubber modifier sample and dry to a constant mass at a temperature from 57 to 63 degrees C and record the dry sample mass. Place the crumb rubber modifier sample and 5 grams (g) of talc in a 1/2- liter jar. Seal the jar, then shake the jar by hand for at least one (1) minute to mix the crumb rubber modifier and the talc. Continue shaking or open the jar and stir until the particle agglomerates and clumps are broken and the talc is uniformly mixed. 2. Place one (1) rubber ball on each sieve. Each ball must weigh 8.5 ± 0.5 g, measure 24.5 ± 0.5 mm in diameter, and have a Shore Durometer "A" hardness of 50 ± 5 determined under ASTM D 2240. After sieving the combined material for 10 ± 1 minutes, disassemble the sieves. Brush material adhering to the bottom of a sieve into the next finer sieve. Weigh and record the mass of the material retained on the 2.36-milimeter sieve and leave this material (do not discard) on the scale or balance. Fabric balls must remain on the scale or balance and be placed together on the side to prevent them from being covered or disturbed when the material from finer sieves is placed onto the scale or balance. The material retained on the 2.00-milimeter sieve must be added to the scale or balance. Weigh and record that mass as the accumulative mass retained on the 2.00-milimeter sieve. Continue weighing and recording the accumulated masses retained on the remaining sieves until the accumulated mass retained in the pan has been determined. Before discarding the crumb rubber 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 115 modifier sample, separately weigh and record the total mass of fabric balls in the sample. 3. Determine the mass of material passing the 75-micrometer sieve by subtracting the accumulated mass retained on the 75- micrometer sieve from the accumulated mass retained in the pan. If the material passing the 75-micrometer sieve has a mass of 5 g or less, cross out the recorded number for the accumulated mass retained in the pan and copy the number recorded for the accumulated mass retained on the 75-micrometer sieve and record that number, next to the crossed out number, as the accumulated mass retained in the pan. If the material passing the 75-micrometer sieve has a mass greater than 5 g, cross out the recorded number for the accumulated mass retained in the pan, subtract 5 g from that number and record the difference next to the crossed out number. The adjustment to the accumulated mass retained in the pan accounts for the 5 g of talc added to the sample. For calculation purposes, the adjusted total sample mass is the same as the adjusted accumulated mass retained in the pan. Determine the percent passing based on the adjusted total sample mass and record to the nearest 0.1 percent (0.1 %). Screenings: Before precoating with asphalt binder when tested under California Test 202 the screenings must have the gradation and properties shown below, conforming to the 3/8" gradation per Section 37-2.04A(4)(c)(v). Gradation Sieve Sizes Percent Passing %11 100 '/2" 95-100 3/8" 70-85 #4 0-15 #8 0-5 #200 0-1 *Wet Sieve Requirement TESTING REQUIREMENTS Test CA Test Method Requirement Loss in Los Angeles 211 10 % max Rattler (after 100 revolutions Loss in Los Angeles 211 40% max Rattler (after 500 revolutions Film Stripping 302 25 % max Cleanness Value 227 80 min Durability 229 52 min 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 116 EQUIPMENT AND CONSTRUCTION: General: Equipment must include and comply with the following: 1. Screenings haul trucks. Haul trucks must have: a) Tailgates that discharge screenings b) Devices to lock onto the rear screenings spreader hitch c) Dump beds that will not push down on the spreader when fully raised d) Dump beds that will not spill screenings on the roadway when transferred to the spreader hopper e) Tarpaulins to cover pre -coated screenings when haul distance exceeds 30 minutes or ambient temperature is less than 65 'F. 2. Self-propelled screenings spreader. The spreader must have: a) Screenings hopper in the rear b) Belt conveyors that carry the screenings to the front c) Spreading hopper capable of providing a uniform screening spread rate over the entire width of the traffic lane in one application. 3. Self-propelled power brooms. Do not use gutter brooms or steel -tined brooms. Brooms must be capable of removing loose screenings adjacent to barriers that prevent screenings from being swept off the roadway, including curbs, gutters, dikes, berms, and railings. 4. Pneumatic -tired rollers. Pneumatic -tired rollers must be an oscillating type at least 4 feet wide. Each roller must be self-propelled and reversible. Pneumatic tires must be of equal size, diameter, type, and ply. The roller must carry at least 3,000 lbs. of load on each wheel and each tire must have an air pressure of 100 ± 5 psi. Asphalt Rubber Equipment: Equipment for asphalt rubber application must include and comply with the following: 1. Tank to heat and maintain the temperature of blended asphalt binder and asphalt modifier before adding crumb rubber modifier. The tank must have a thermostatic heat control device and a temperature reading device accurate to within 5 'F. The heat control device must be the recording type. 2. Mechanical mixer for complete, homogeneous blending of asphalt binder, asphalt modifier, and crumb rubber modifier. Asphalt binder and asphalt modifier must be introduced into the mixer through meters. The blending system must vary the rate of delivery for asphalt binder and asphalt modifier proportionate to crumb rubber modifier delivery. The mixer must not allow the temperature of asphalt binder and asphalt modifier to vary more than 25 'F. Each ingredient feed must be equipped with a rate -of -feed indicator for determining the amount delivered during production. The meters used to proportion each liquid ingredient must be equipped with rate -of -flow indicators with resettable totalizers so that the total amount can be determined. Feed liquid and dry ingredients directly into the mixer at a uniform and 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 117 controlled rate. Reduce the quantity of ingredients in the mixer if dead areas occur. The mixer must have a safe sampling device that delivers completed asphalt rubber binder in the quantity needed for testing. 3. Storage tank for asphalt rubber binder. The storage tank must have a heating system to maintain the temperature and an internal mixing device to prevent separation. 4. Self-propelled distributor truck. The truck must have the following features: a) Heating unit b) Internal mixing unit c) Pumps that spray asphalt rubber binder within 0.05 gal/sq yd of the specified rate d) Fully circulating spray bar that applies asphalt rubber binder uniformly e) Tachometer f) Pressure gages g) Volume measuring devices h) Thermometer i) Observation platform on the rear of the truck for an observer on the platform to see the nozzles and unplug them if needed. 5. Under supports for scale bearing points for scale structures where the total load, the live load plus dead load is less than 17 tons, must be constructed as follows: a) Use 4 legs. Total load on any leg may not exceed 14.5 psi. b) Use structural grade steel with a minimum cross -sectional dimension of 20 inches and a minimum thickness of 1.5 inches. c) Construct under supports in a way that they do not move or deflect during production operations. d) Install mechanical indicating elements level, plumb, and rigidly mounted on the under supports. e) Prevent saturation of the ground under the scale with adequate drainage and provide support of 14.5 psi at each support. f) Scale structure may be installed using concrete under supports and comply with Section 9. Surface Preparation Pavement must be completely dry prior to the application of asphalt rubber chip seal. Special care shall be taken to clean the pavement before the chip seal application. Immediately prior to the application of the chip seal the surface to receive the chip seal shall be cleaned by power brooming, flushing or other means necessary to remove all vegetation, loose particles of paving, all dirt, and all other extraneous material. Vegetation shall be removed from cracks in pavement and at the interface of pavement and gutter prior to sweeping. The Contractor shall blow the cracks clean of loose materials, away from pavement or previously cleaned cracks, with a high-pressure air nozzle (90 psi or greater and free 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 118 of oil). Pavements impregnated with grease, oil, or fuel shall be thoroughly scrubbed with water and an approved detergent and then flushed and swept clean. Wash water shall be vacuumed up and disposed of and shall not be permitted to enter the storm drain system. Contractor shall be responsible for sweeping the streets until sufficiently cleaned to the satisfaction of the Engineer. Streets shall be swept from face of curb to face of curb. Pavement missed by or inaccessible to power brooms shall be swept manually or by other methods approved by the Engineer. All existing temporary and permanent pavement markers and temporary delineation shall be removed in accordance with Section 15, "Existing Facilities", of the Standard Specifications. Immediately before commencing the chip seal operations, all surface metal utility covers (including survey monuments) shall be protected by thoroughly covering the surface with an appropriate adhesive and paper or plastic. 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 chip seal material by the end of the same workday. Chip seal shall not be placed the day before garbage collection is scheduled for the street. No traffic striping, pavement markings, or pavement markers shall be removed until a chip sealing schedule has been approved by the Engineer. Chip sealing operations must commence immediately after traffic striping, pavement markings, and pavement markers have been removed. If 10 calendar days have elapsed since traffic striping, pavement markings, and pavement markers have been removed on a particular street and no chip sealing has taken place on that street, the Engineer reserves the right to direct the Contractor to immediately install temporary traffic striping, pavement markings, and pavement markers at the Contractor's expense and removal of the temporary traffic striping, pavement markings, and pavement markers prior to eventual chip sealing shall also be at the Contractor's expense. Ambient air and pavement temperatures must be met for chip sealing operations. The Contractor must schedule chip sealing operations and subsequent traffic striping operations to be completed prior to November 15th, unless otherwise directed by the Engineer. Liquidated damages of $1,000 per day will be enforced. The Engineer reserves the right to prohibit slurry sealing operations due to inclement weather, regardless of the date or time of year. Precoat Screenings Screenings must be preheated from 260 to 325°F. Coat with any of the asphalts specified in the table titled "Performance Graded Asphalt Binder" in Section 92 of the Standard Specifications. Coat screenings at a central mixing plant. The asphalt must be from 0.5 to 1.0 percent by weight of dry screenings. The Engineer shall determine the exact rate. The plant must be authorized under California Test Method 109 and the Caltrans material 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 119 plant quality program. Do not stockpile preheated or pre -coated screenings. Application of Asphalt Rubber Binder Apply asphalt rubber binder immediately after the reaction period. At the time of application, the temperature of asphalt rubber binder must be from 385 to 415T. Apply asphalt rubber binder at a rate from 0.55 to 0.65 gal/sq yd. Avoid application over the specified rate which may result in "bleeding". If medium severity "bleeding" occurs over an area greater than 10 square feet, Contractor shall remove and replace affected areas at their own cost during the warranty period. Medium severity "bleeding" is defined as asphalt sticks to shoes and vehicles during more than three (3) weeks of the year. Apply asphalt rubber binder when the atmospheric temperature is from 60 to 1050F and the pavement surface temperature is between 750F and 140°F. Do not apply asphalt rubber binder unless there are sufficient screenings available to cover the asphalt rubber binder within two (2) minutes. Intersections, turn lanes, gore points, and irregular areas must be covered within fifteen (15) minutes. Do not apply asphalt rubber binder when weather or road conditions are unsuitable, including high wind or when the pavement is damp. Unsuitable weather conditions include when temperatures below 40OF are anticipated for the next twenty-four (24) hours after applying the rubberized chip seal, or sustained winds are greater than ten (10) mph. Complete surface treatment application at least two (2) hours before sunset. If you request to use a variable application rate apparatus and the Engineer authorizes, the rate in the wheel paths may be reduced to 0.50 gal/sq yd. Spreading Screenings Prevent vehicles from driving on asphalt rubber binder before spreading screenings. Broom excess screenings at joints before spreading adjacent screenings. Operate the spreader at speeds slow enough to prevent screenings from rolling over after dropping. If the spreader is not moving, screenings must not drop. If you stop spreading and screenings drop, remove the excess screenings before resuming activities. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 120 During transit, cover pre -coated screenings for asphalt rubber seal coat with tarpaulins if the ambient air temperature is below 65°F or the haul time exceeds thirty (30) minutes. At the time of application, screenings for asphalt rubber seal coat must be from 225 to 325°F. Spread screenings at a rate from 28 to 40 Ib/sq yd. Select the rate that yields uniform and complete rock coverage without excess unbound rock. Avoid placing screenings such that multiple thicknesses of rock are present leading to rock shedding. Spread to within ten percent (10%) of the determined rate. Leave uncovered a strip of sprayed asphalt approximately six (6) inches wide to permit an overlap of asphalt material. Hold edge of chip seal application 1 ft. from curb or gutter line. At limits of application, feather or taper edges flush with surface with a roller or similar to remove distinct edge or bump. Finishing And Rolling Operations Chip seal shall be finished and screenings compacted in accordance with Section 37-C(4)(d) "Finishing" of 2023 Standard Specifications, with the following modifications: 1. A minimum of three (3) pneumatic tired rollers conforming to the requirements specified in Section 37-2.01 C(2) "Equipment", of the Standard Specifications shall be used. 2. Operate rollers at a maximum speed of five (5) mph. Do not permit the aggregate to be displaced by pickup or sticking of material to the tire or drum surfaces. Roll the surface to uniformity and thoroughly bond the aggregate over the full width. Complete rolling within one (1) hour after asphalt is applied to the surface. 3. During construction where the asphalt -rubber distributor truck creates a joint by stopping at some point along the length of the roadway, the screenings spreader shall stop short of this joint, leaving a small strip of uncovered asphalt rubber. This is to prevent an overlapping double thickness joint from being created once work resumes. All reasonable precautions shall be taken to avoid skips and overlaps at joints. Any defect shall be corrected at the Contractor's expense by use of a shovel and/ or broom prior to continuing operations. 4. The seal coat shall be applied in such a manner that the joint between the new and existing surface is neat and uniform in appearance true to the line shown on the plans and as established by the Engineer. The cut-off of asphaltic binder shall be made on building paper or similar material spread over the surface. 5. Initial rolling of the asphalt -rubber chip seal shall consist of a minimum of one (1) complete coverage with three pneumatic -tired rollers working in tandem and shall begin immediately behind the screenings spreader. The distance between the rollers and the screenings 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 121 spreader shall not exceed 200 feet at any time during the spreading of screenings operations. 6. A minimum of three (3) additional complete coverages with the three pneumatic- tire rollers shall be made after the initial coverage on the asphalt -rubber chip seal. 7. In addition to the pneumatic -tired rollers one (1) 8-10-ton steel wheel roller in static mode shall be used on the final pass as the finish roller. Minor aggregate crushing is acceptable. If aggregate crushing, deemed unacceptable to the engineer is observed stop rolling. 8. Limit traffic speeds to fifteen (15) mph for twenty-four (24) hours after rolling operations have ceased; use of pilot cars may be necessary for the roadways that are typically driven on at higher rate of speed. Final Sweeping A minimum of three (3) vacuum sweepers shall be used that can clean the existing pavement and removing loose screenings without dislodging screenings set in the asphalt- rubber mixture. Gutter brooms or steel - tined brooms shall not be used. Sweeping shall be completed prior to allowing uncontrolled traffic on the road surface. On the day of the actual chip seal operations, three (3) vacuum sweepers shall be used on those streets being chip sealed that day. Two (2) sweepers shall be used to remove excess screenings from the road surface, and one (1) sweeper shall sweep the morning after chip seal operations and be used to clean the surrounding streets and road surfaces outside of the project area to avoid tracking loose material. During sweeping the day of the chip seal, water shall not be used in the removal of loose material. The Contractor must remove all loose chips from the street surface per these Special Provisions. A broom sweeper may not be able to pick up excess chips on cul-de-sacs. The Contractor is responsible for removing these chips using a vacuum sweeper or other acceptable means as approved by the Engineer. Three (3) additional sweepings shall be performed. The first sweeping shall be done one (1) day after placement of the chip seal, the second two (2) days after placement of the chip seal and the final sweeping shall occur seven (7) calendar days after placement of the chip seal and prior to placing the slurry seal. The Contractor shall spray water on these subsequent sweepings for dust removal. Excess screenings shall be removed from the job site by the Contractor and disposed of in accordance with Sections 14 and 19 of the Standard Specifications. At the end of each day's sweeping operations the Contractor shall remove any and all loose materials from sidewalks, landscaped areas and adjacent properties manually or by any other means acceptable to the Engineer. Do not displace embedded material. Do not vacuum sweep the surface when the air temperature is above 90°F. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 122 Liquidated Damages, Final Sweeping: Failure to complete the final sweeping and the additional three sweeping operations as stated above shall result in liquidated damages of $500 per day per street segment. Test Strip The Contractor shall construct three (3) test strips for evaluation by the Engineer. The test strips shall be 50 feet to 100 feet long and shall consist of the application courses specified. The test strips shall be constructed in the early morning and shall cure and be open to traffic within ten (10) minutes of application. The three (3) test strips will be performed with varied asphalt aggregate spread rates, as specified by the Engineer, to best select the application rates to be used for the operation. The Engineer will evaluate the completed test strip immediately after traffic is allowed on the completed test strip to determine if the mix design and placement procedure are acceptable. If the materials as placed are determined by the Engineer to be unacceptable, no additional work will be permitted until the Contractor's proposed remediation has been approved 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. Each time the topography, roadway conditions, or type of road changes and is planned to be treated with the rubberized chip seal a new set of test strips shall be performed to ensure that the spread rates and rolling patterns are still applicable. c. Measurement and Payment: The quantity of "Rubberized Chip Seal" shall be the total square yardage (Square Yard) of chip seal placed. The contract price paid per Square Yard for Rubberized Chip Seal shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in the furnishing and placing the rubberized chip seal complete in place, including cleaning the surface and protecting the rubberized chip seal until it has set, all as shown on the plans, as specified in these specifications and as directed by the Engineer. The City street segments that shall receive the rubberized chip seal treatment are: 1. Stevens Creek Boulevard (east of N. Foothill Blvd. to 75' east of Bubb Road); 2. Columbus Avenue (Bubb Road to Vai Avenue) The estimated quantities are listed on the Estimated Bid Quantities table included within these Specifications. The estimated areas (square yards) include elbow turns and curb returns. The City reserves the right to make additions or deletions to the original quantity amount, and/or to the streets or number of streets, at the Bid Schedule's unit cost per square yard. 6. ASPHALT STRIPING, MESSAGES & MARKERS (Bid Items 6-48) 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 123 a. Item Requirement The Contractor shall furnish and apply traffic stripes, characters, arrows, pavement markers, and other delineations and markings. These shall be reapplied in the original pattern on all roads except as directed by the Traffic Engineer. Contractor shall install traffic striping and markers in accordance with Sections 84 and 85, `Traffic Stripes and Pavement Markings' and `Pavement Markers', the most recent version of the California MUTCD, and Caltrans Standard Details A20A through A24F, latest edition. Contractor is required to document existing striping and message types, complete with dimensions, for each street receiving slurry seal treatment. Contractor is to submit this to the Engineer for review and approval a minimum of five working days prior to removal of existing striping and/or markings. All pavement legends and traffic striping shall be applied in thermoplastic unless otherwise noted. Temporary pavement marking materials must be on hand prior to the covering or demolition of existing pavement markings. Mandatory Striping and Pavement Marking Plan The Contractor shall take note and comply with the following requirements: 1. The Contractor shall perform all tie -downs, layout, alignment, and spotting as required and further detailed in Section b. "Scope" below. 2. The Contractor shall submit a detailed plan documenting the location, dimensions, and applicable Caltrans Standard Detail reference number —or other approved detail —for all existing pavement striping, markings, markers, and legends. 3. The plan must provide sufficient detail to allow for proper installation of new thermoplastic, markers, and legends. 4. The striping and marking plan shall be submitted prior to the pre - construction meeting and shall be approved by the Engineer before the issuance of the Notice to Proceed. 5. The Engineer or his/her designee shall review and approve the striping layout prior to final striping, and no final striping shall be installed without this approval. b. Scope MATFRIAI S Pavement Delineation- Thermoplastic Thermoplastic material shall be extruded thermoplastic meeting the requirements of Section 84-2 and specifically Section 84-2.03B Extruded Thermoplastic or City approved equivalent. Placement shall be performed as directed by the manufacturer. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 124 Legends, arrows, and shields shall be preformed, thermoplastic pavement markings and shall be Ennis Flint, Premark 20/20 Flex Plus, Crown Tuff Mark, or a City approved equivalent. Placement shall be performed as directed by the manufacturer. Legends and symbols for preformed green bike lanes shall be factory assembled. Preformed Thermoplastic Green Bike Lane including bike symbols, legends and arrows Green bike lanes shall be preformed thermoplastic pavement markings and shall be Premark ViziGrip Skid/Slip Resistant (90 mil) or a City approved equivalent. Bike symbols, legends, and arrows within green bike lanes and shall be Premark ViziGrip (90 mil) or a City approved equivalent. Placement shall be performed as required by the manufacturer's specifications. Bike symbols, legends, and arrows in green bike lanes must be factory assembled with the green marking sheet and interconnected so that in the field it is unnecessary to assemble the individual pieces within a material segment. The green bike lanes shall be pre -formed thermoplastic pavement marking sheets utilizing light green color that meets FHWA specifications for color. A sealer specified by the manufacturer must be applied to the substrate asphalt and concrete to ensure proper adhesion. Preformed green marking sheets shall be installed first before the 6" white liquid thermoplastic bicycle lane line. Pre -formed sheets shall be laid out and applied so that edges of adjacent sheets fit snugly together, the pattern of the marking aligns properly from sheet to sheet, and to prevent overlap of adjacent sheets. First time applicators shall contact the pre -formed thermoplastic pavement marking supplier for product support and on -site training. Pavement Delineation- Pavement Markers Raised and reflective pavement markers shall comply with Section 85 of the Standard Specifications. The specific type to be used shall be consistent with the type generally in use within the local jurisdiction unless directed otherwise by the Engineer. CONSTRUCTION All construction shall conform to the respective provisions of the Standard Specifications, manufacturer's installation requirements, and these Technical Specifications. Existing Striping and Markings 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 125 In areas adjacent to the sealed surfacing where existing striping must be changed to conform to a revised striping pattern, conflicting striping shall be removed by sand blasting, grinding, or other methods as specified in the Standard Specifications or by the Engineer. The Contractor shall replace all striping which has been damaged or obliterated by or during the work. This may include striping replacement completely across the street even in the event that the Contractor's work may not extend that far. All lines of each crosswalk shall be completely replaced with thermoplastic even if only a portion of a line has been obliterated. Layout for Temporary and Permanent Striping The alignment and layout of traffic stripes shall conform to the Standard Specifications. The Contractor shall perform all tie downs, layout, alignment, and spotting. The Contractor shall submit a plan documenting locations, dimensions, and Caltrans Standard Detail reference number or other applicable detail for all existing pavement striping, markings, markers and legends. The plan shall contain sufficient detail for installation of new thermoplastic and markers. The plans shall be submitted five working days prior to any removal of existing striping/markings, and shall be approved by the Engineer prior to any removal activities. The Engineer or his/her designee shall review and approve striping layout prior to final striping. The Contractor shall physically tie down the location of the beginning and ending of each paint or thermoplastic marking type in the adjacent curb top. The marking location shall not exceed fifty square inches each. Any locations exceeding this limit shall be removed by the Contractor prior to acceptance of the work. The Contractor shall contact the City Traffic Division for review of tie downs. The Contractor shall be responsible for accurately referencing out and replacing the lines and positions of all traffic lines, directional lines, arrows, and other markings in accordance with either prior existing striping/message layout or by revised striping plans provided by the Engineer by cat tracking with painted marks. This shall occur no later than two hours after the final surface course paving operation. Cat tracking shall consist of stretching a rope on a straight line between control points on tangent alignment and on a true arc through control points on curved alignment and placing spots of paint along the rope. Temporary tab markers shall be placed not more than twelve feet apart on curves nor more than twenty-four feet apart on straight segments. Temporary tab markers shall be the same color as the traffic stripe that they are replacing, shall measure two inches tall by 3-1/2 inches wide, and have a reflective lens across the width of the marker. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 126 Application of cat tracking and/or placement of temporary markers are to occur immediately upon completion of final compaction rolling and prior to opening asphalt areas to traffic. All crosswalks, stop bars and directional arrows, both yellow and white in color, shall be placed immediately upon completion of final compaction rolling and prior to opening asphalt areas to traffic. Failure to comply with these requirements shall result in a liquidated damage of $2000 per day for each street that has not received temporary installation of the tab markers, traffic striping, and other markings. All liquidated damages in this Contract are cumulative. Prior to application of permanent striping and markers, the Contractor shall call for review and approval of the proposed striping by the Engineer or his/her designee. The City shall have the right to make changes in the location and alignment of line stripes. Striping and traffic markings shall not be applied until approval is granted by the Engineer or his/her designee. The Contractor shall allow a minimum of seven working days for review of the layout by the City. C.rnsswnIks In some instances, portions of new crosswalks will extend beyond limit of pavement rehabilitation work. In these instances, the existing 12 inch wide lines outside the paving limit shall be removed by grinding or sandblasting prior to placing new crosswalk striping. At various locations in the project, crosswalks shall consist of a series of ten (10) foot width by two (2) foot length bars, with no perpendicular lines at the crosswalk sides, as shown in the `Miscellaneous Details & City Standard Details' of the Contract Documents. Rrhi-di i1P. Raised pavement markers (RPM's) shall be placed to replace existing RPM's or as designated by City provided striping plans. When utilizing hot melt bituminous adhesive, RPM's shall be placed after the surface has been open to traffic for at least seven days. When utilizing epoxy adhesive, RPM's shall be placed after the surface has been open to traffic for at least fourteen days. Regardless of which adhesive is utilized, the RPM's shall not be placed more than twenty-one days after paving or surfacing. Thermoplastic materials shall be placed to replace existing thermoplastic materials or as designated by City provided striping plans. Where green bike lanes are to be installed, the pre -formed green lanes shall be installed prior to the installation of the 6" white stripe. Permanent traffic striping and markings including legends and arrows shall be placed between eight (8) and twelve (12) days after paving or surfacing, unless otherwise directed by the Engineer. All permanent striping shall be complete in place by the 131h day after completion of resurfacing work. Liquidated Damages, Cat Tracking for Striping and Markings: Failure to complete cat tracking field application by the sixth calendar day following 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 127 the completion of slurry seal application of a street segment shall result in liquidated damages of $500 per day per street segment. All liquidated damages in this Contract are cumulative. Liquidated Damages, Final Striping: Failure to complete all final traffic striping, marking, and raised pavement marker improvements by the 15th calendar day following the completion of slurry seal application of a street segment shall result in liquidated damages of $300 per calendar day per street segment. The liquidated damages for Stevens Creek Boulevard, from N. Foothill Blvd to Highway 85, shall be $2000 per calendar day per street segment. All liquidated damages in this Contract are cumulative. Reflective and Raised Pavement Markers Installation of both reflective and raised pavement markers shall conform to the provisions of Section 85 of the Standard Specifications. Pavement markers shall be placed in the same pattern and locations as they were previously, except as specified by the Engineer. Reflective Pavement Markers at fire hydrants shall consist of placing a single blue marker on the new pavement surface. Location of the new marker shall be six (6) inches off of the lane striping nearest to and in line with the existing fire hydrant. Pavement Delineation- Thermoplastic Pavement temperature shall be measured at the beginning of the shift on each working day and this information shall be provided to the Traffic Engineer. No primer or thermoplastic shall be installed within forty-eight hours from the last measurable rain report as provided by the City. Thermoplastic traffic striping, legends, and arrows shall conform to the provisions of Section 84-of the Standard Specifications and these Technical Provisions. c. Measurement & Payment: The Contract Lump Sum price for Existing Striping and Pavement Marking Tie -Down, Layout, and Documentation shall include full compensation for furnishing all labor, material, equipment, tools, and all other incidentals necessary to comprehensively tie -down, layout, and document the existing striping and pavement marking condition, complete in place, including but not limited to preparation of the striping and pavement marking plan, all required revisions as directed by the Engineer, referencing existing striping and pavement marking locations, field assessments, and all other requirements specified in these Technical Specifications. All work shall be performed complete in place. 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 128 Payment for traffic striping layout and placement of temporary lane markers (i.e. cat tracking) will be included in the unit price bid for each striping detail as identified in the Bid Schedule and no additional compensation will be allowed. Payment for any striping removal as identified herein shall be included in the unit price for the related striping item and no additional compensation will be allowed therefore. Measurement and payment for pavement striping markings, characters, arrows, pavement markers, raised pavement markers, and reflective pavement markers shall be paid on a unit cost per each basis as identified in the Bid Schedule. Various Caltrans striping details and other various line thickness will be measured by the linear foot along the line of the traffic stripes, without deductions for gaps in broken traffic stripes. A double traffic stripe, consisting of two 100-mm wide yellow stripes, will be measured as one traffic stripe. The above contract unit costs shall be considered full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals; and for performing all of the work involved as detailed in the Standard Specifications, these Technical Specifications, and the plans and typical sections. No additional compensation will be allowed therefore. End Technical Specifications 2026 Pavement Maintenance Program, Phase 2 Technical Specifications Project # 2026-102 Page 129 Estimated Qunatities-2026 Pavement Management Phase 2 Slurry Seal BID Addington Alcalde Alcalde Alcazar Ann Arbor Ann Arbor Ann Anson Avenida Belknap Castleton Chadwick Charsan Clarkston ITEM BID ITEM Total Ct Rd Rd Ave Ave Ave Arbor Ct Ave August Ln Ln Barnhart PI Dr St PI Ln Ave NO. Unit Estimated Quantity Regnart to Alicia to Avenida Byrne to Lauretta 120' 120' S/O Lauretta Milford to September Alcalde to Galway to Elmsford Wilkinson Castleton Rainbow Castleton End Foothill to Alicia Orange S/O to Hazelbrook to End Rumford to End End Jamestown to to to End to End to Hazelbrook to Greenleaf Yorkshire Clarkston Flintshire 1 Traffic Control LS 1 - - - - - - - - - - - - - - - - 2 Crack Seal LS 1 - - - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type 11 Slurry Seal SY 254,321 1,244 4,876 1,200 2,349 680 3,593 972 2,724 1,438 2,480 2,667 3,371 5,064 819 1,928 1,716 5 Rubberized Chip Seal SY 38,247 6 Two -Way Blue Fire Hydrant Marker EA 93 1 2 0 0 0 2 1 0 1 1 1 1 1 0 0 0 7 White Retroreflective Marker EA 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS 8 tie -down, Layout and documentation 1 - - - - - - - - - - - - - - - - 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 833 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 11 Ends 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 3,626 19 116 0 70 0 0 0 0 0 0 0 0 46 20 0 0 13 12" Yellow (Thermoplastic) LF 316 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 1,751 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 24" Yellow (Thermoplastic) LF 1,157 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 Striping Detail 9 LF 1,848 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 571 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 12,226 0 126 0 19 0 0 0 150 0 0 0 53 0 0 0 0 19 Striping Detail 38 LF 3,008 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Striping Detail 39A LF 5,576 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 Striping Detail 39 LF 7,463 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 266 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 20 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 Pavement Marking - "35" Legend EA 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 26 Pavement Marking - "Ahead" Legend EA 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Pavement Marking - Arrow Type IV (L) EA 34 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 Pavement Marking - Arrow Type IV (R) EA 1 12 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 41 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 Pavement Marking - "BUMP" Legend EA 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2026 Pavement Maintenance Phase 2 Page 130 Project # 2026-102 Estimated Qunatities-2026 Pavement Management Phase 2 Slurry Seal BID Addington Alcalde Alcalde Alcazar Ann Arbor Ann Arbor Ann Anson Avenida Belknap Castleton Chadwick Charsan Clarkston ITEM BID ITEM Total Ct Rd Rd Ave Ave Ave Arbor Ct Ave August Ln Ln Barnhart PI Dr St PI Ln Ave NO. Unit Estimated Quantity Regnart to Alicia to Avenida Byrne to Lauretta 120' 120' S/O Lauretta Milford to September Alcalde to Galway to Elmsford Wilkinson Castleton Rainbow Castleton End Foothill to Alicia Orange S/O to Hazelbrook to End Rumford to End End Jamestown to to to End to End to Hazelbrook to Greenleaf Yorkshire Clarkston Flintshire Pavement Marking - "KEEP CLEAR" EA 32 Legend 5 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 33 Pavement Marking - "NORTH" Legend EA 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "RxR" (Railroad EA1 35 Xing) Legend 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 1 49 1 1 0 1 0 0 0 0 0 0 0 0 2 1 0 0 39 Pavement Marking - "YIELD" Legend EA 3 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 19 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 41 Pavement Marking - Yield Triangle (3') EA 48 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 Green Preformed Thermoplastic Bike 42 Lane SF 8,331 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 3,385 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 IYellow Paint LF 287 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 6,081 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 Speed Bump Directional Arrow EA 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2026 Pavement Maintenance Phase 2 Page 131 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID ITEM BID ITEM Clarkston Columbus Columbus Conradia Corte Donegal Dos Palos Fiesta Ln Flora Vista Flower Folkestone Galway Gardena Dr Gardenview Greenleaf Dr Hall Ct Ave Ave Ave Ct Madera Ln Dr Ct Ave Ct Dr Dr Ln NO. Unit Columbus Maria Rosa Bubb to Bubb to Mann to Leeds to Mann to September Hazelbrook Poppy to Bubb to Barnhart 150' E/O Flora Vista to Blaney to to to Linda Maria Rosa End End Primrose End to to Greenleaf End Yorkshire to Gardena Ct Mann to End Castine Parkside Castleton Vista November Prospect Stelling 1 Traffic Control LS - - - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type II Slurry Seal SY 920 5,404 5,280 899 2,279 2,261 642 1,120 3,527 444 2,304 1,024 2,606 1,984 4,860 1,366 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 0 1 2 0 0 0 0 1 1 0 0 1 1 0 3 1 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS 8 tie -down, Layout and documentation - - - - - - - - - - - - - - - - 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 11 Ends 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 22 22 174 25 0 0 0 0 47 0 38 96 20 0 40 18 13 12" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 122 0 0 0 0 0 76 0 14 24" White (Thermoplastic) LF 0 120 0 0 0 0 0 0 0 0 130 0 0 0 0 0 15 24" Yellow (Thermoplastic) LF 0 0 132 0 0 0 0 0 165 0 120 0 0 0 220 0 16 Striping Detail 9 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 0 404 0 0 0 0 0 0 0 0 0 0 0 0 574 0 19 Striping Detail 38 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Striping Detail 39A LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 Striping Detail 39 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 0 0 1 0 0 0 0 0 0 0 1 1 1 0 0 0 24 Pavement Marking - "35" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Pavement Marking - Arrow Type IV (L) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 Pavement Marking - Arrow Type IV (R) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 31 1 Pavement Marking - "BUMP" Legend EA 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 1 0 ::J 2026 Pavement Maintenance Phase 2 Page 132 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID ITEM BID ITEM Clarkston Columbus Columbus Conradia Corte Donegal Dos Palos Fiesta Ln Flora Vista Flower Folkestone Galway Gardena Dr Gardenview Greenleaf Dr Hall Ct Ave Ave Ave Ct Madera Ln Dr Ct Ave Ct Dr Dr Ln NO. Unit Columbus Maria Rosa Bubb to Bubb to Mann to Leeds to Mann to September Hazelbrook Poppy to Bubb to Barnhart 150' E/O Flora Vista to Blaney to to to Linda Maria Rosa End End Primrose End to to Greenleaf End Yorkshire to Gardena Ct Mann to End Castine Parkside Castleton Vista November Prospect Stelling Pavement Marking - "KEEP CLEAR" EA 32 Legend 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "RxR" (Railroad EA 35 Xing) Legend 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 38 Pavement Marking - "STOP" Legend EA 1 1 1 1 0 0 0 0 2 0 2 0 1 0 1 1 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 13 0 0 0 0 0 0 0 0 0 0 0 0 6 0 Green Preformed Thermoplastic Bike 42 Lane SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 IYellow Paint LF 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 227 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 Speed Bump Directional Arrow EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2026 Pavement Maintenance Phase 2 Page 133 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Hazelbrook Jamestown Leeds Lomita Lubec Meadowview Merriman ITEM BID ITEM Dr Imperial Ave Imperial Ave Imperial Ave Dr Lauretta Dr Lavina Ct Ave Ave St Ln Rd Meteor Dr Milford Dr NO. Unit Ann Arbor to 10290 Imperial Stevens Creek to 315 Ft S/O Stevens Prospect to Ann Arbor to Flora Vista Primrose Imperial to Mary to Alcalde Castine to Castine to Stelling (End Business 315 Ft S/O Creek to 10290 Imperial Plum Christensen to End to Donegal Pasadena Anson Mann to End Santa Lucia Mary Anson District) to S End Stevens Creek (End Business District) Blossom 1 Traffic Control LS - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type II Slurry Seal SY 4,625 1,012 1,190 4,786 6,204 6,043 773 2,200 977 672 1,170 2,933 4,913 4,000 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 2 0 0 3 2 3 0 0 0 0 0 0 2 2 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 0 0 0 0 16 0 Existing Striping and Pavement Marking LS 8 tie -down, Layout and documentation - - - - - - - - - - - - - - 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 11 Ends 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 24 0 14 0 100 23 0 0 23 46 0 0 270 20 13 12" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 187 0 0 121 0 15 24" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 1 0 0 0 0 140 16 Striping Detail 9 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 0 0 0 0 53 111 0 0 0 105 0 0 0 48 19 Striping Detail 38 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Striping Detail 39A LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 Striping Detail 39 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 1 0 1 0 1 0 0 0 0 1 0 0 1 0 24 Pavement Marking - "35" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Pavement Marking - Arrow Type IV (L) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 Pavement Marking - Arrow Type IV (R) EA 0 0 2 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 31 Pavement Marking - "BUMP" Legend EA 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 0 1 0 1 0 1 4 0 2026 Pavement Maintenance Phase 2 Page 134 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Hazelbrook Jamestown Leeds Lomita Lubec Meadowview Merriman ITEM BID ITEM Dr Imperial Ave Imperial Ave Imperial Ave Dr Lauretta Dr Lavina Ct Ave Ave St Ln Rd Meteor Dr Milford Dr NO. Unit Ann Arbor to 10290 Imperial Stevens Creek to 315 Ft S/O Stevens Prospect to Ann Arbor to Flora Vista Primrose Imperial to Mary to Alcalde Castine to Castine to Stelling (End Business 315 Ft S/O Creek to 10290 Imperial Plum Christensen to End to Donegal Pasadena Anson Mann to End Santa Lucia Mary Anson District) to S End Stevens Creek (End Business District) Blossom Pavement Marking - "KEEP CLEAR" EA 32 Legend 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "RxR" (Railroad EA 35 Xing) Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 0 0 0 0 0 0 0 0 0 0 0 0 7 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 1 0 1 0 1 stop 0 0 0 0 2 0 0 2 1 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 1 0 0 1 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Green Preformed Thermoplastic Bike 42 Lane SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 140 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 IYellow Paint LF 0 0 0 0 0 82 LF 0 0 0 0 0 0 0 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 Speed Bump Directional Arrow EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2026 Pavement Maintenance Phase 2 Page 135 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Peach ITEM BID ITEM Millard Ln Monte Ct Mount Mount Crest Mount Nathanson November Dr Oakview Pasadena Blossom Plum Poppy WY Poppy WY Poppy WY Crest Dr Dr Crest PI Ave Ln Ave Blossom Dr O Unit Mary to Mann to Mount Linda Vista to Mount Meteor to Bulb (Pvmt Chg) Mann to Granada to Primrose Primrose to 420 Ft S/O Rainbow to 185 185 Ft S/O End End Crest PI to Mount Crest Crest to End to October End Stevens to Aster Jamestown Rainbow to Ft S/O Rainbow Rainbow to 420 End End Creek Plum Blossom Ft S/O Rainbow 1 Traffic Control LS - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type II Slurry Seal SY 1,696 1,674 393 678 944 2,027 8,974 1,870 893 4,491 1,707 2,329 658 836 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 1 0 0 1 1 0 4 0 1 2 2 1 0 0 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS 8 tie -down, Layout and documentation - - - - - - - - - - - - - - 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 11 Ends 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 22 0 0 30 0 24 0 0 33 0 0 0 20 0 13 12" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 24" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 Striping Detail 9 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 0 0 0 0 0 0 120 0 0 0 80 0 0 0 19 Striping Detail 38 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Striping Detail 39A LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 Striping Detail 39 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 0 0 0 0 0 0 0 0 1 0 0 0 1 0 24 Pavement Marking - "35" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 118' EA 27 (Merge) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Pavement Marking - Arrow Type IV (L) EA 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 29 Pavement Marking - Arrow Type IV (R) EA 0 0 0 0 0 0 0 0 2 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 Pavement Marking - "BUMP" Legend EA 1 0 0 0 1 0 1 0 1 0 1 4 1 0 1 0 1 0 0 1 0 1 0 1 0 2026 Pavement Maintenance Phase 2 Page 136 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Peach Mount Mount Crest Mount Nathanson Oakview Pasadena Plum ITEM BID ITEM Millard Ln Monte Ct November Dr Blossom Poppy Wy Poppy Wy Poppy Wy Crest Dr Dr Crest PI Ave Ln Ave Blossom Dr O Unit Mary to Mann to Mount Linda Vista to Mount Meteor to Bulb (Pvmt Chg) Mann to Granada to Primrose Primrose to 420 Ft S/O Rainbow to 185 185 Ft S/O Crest PI to Crest to Stevens Rainbow to Rainbow to 420 End End Mount Crest End to October End to Aster Jamestown Ft S/O Rainbow End End Creek Plum Blossom Ft S/O Rainbow Pavement Marking - "KEEP CLEAR" 32 Legend EA 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "RxR" (Railroad 35 Xing) Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Shared Roadway 36 Bicycle EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking- "SLOW SCHOOL 37 XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 1 0 0 1 0 1 0 0 2 0 0 0 1 0 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA1 40 Triangle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Green Preformed Thermoplastic Bike 42 Lane SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 Yellow Paint LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bike Buffer (6" White w/ 6" dash and 46 diagonal line) LF1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 47 Ispeed Bump Directional Arrow I EA 1 0 1 0 1 0 1 0 1 0 1 0 1 4 1 0 1 0 1 0 1 0 1 0 1 0 0 2026 Pavement Maintenance Phase 2 Page 137 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Primrose Primrose Prospect Rainbow Rose San Felipe San Leandro Santa Lucia Scenic Scenic September September ITEM BID ITEM Poppy WY Wy Wy Rd Dr Garden Ln Rd San Juan Rd Ave Rd Blvd Blvd Scenic Cir Ct Dr NO. Unit Plum Barnhart Peach City Limit Manita to Peach Alcalde to Cordova to Santa Paula Stevens Palm to Carmen to Scenic Blvd September to Mc Clellan to Blossom to to Peach Blossom to to Stelling Weymoth Blossom to End Stevens to Mc Clellan Canyon to Scenic Cir End to Scenic End End Barnhart Blossom Rainbow Waterford Canyon Alcalde Rd Cir 1 Traffic Control LS - - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type II Slurry Seal SY 3,911 5,966 1,849 4,400 3,214 2,884 728 2,689 2,070 4,807 1,575 3,788 6,456 492 7,244 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 2 1 1 0 0 3 0 0 1 3 1 1 3 0 4 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS 8 tie -down, Layout and documentation - - - - - I - - - - - - I - - - - 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 11 Ends 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 0 22 22 96 198 0 0 18 22 44 0 0 56 0 100 13 12" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 0 0 0 81 80 0 0 0 0 0 0 0 0 0 0 15 24" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 Striping Detail 9 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 0 0 0 668 875 0 0 310 0 64 0 34 0 0 100 19 Striping Detail 38 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 Striping Detail 39A LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 Striping Detail 39 LF 0 0 0 50 22 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 0 0 1 1 0 0 0 0 0 1 0 0 0 0 1 24 Pavement Marking - "35" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Pavement Marking - Arrow Type IV (L) EA 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 29 Pavement Marking - Arrow Type IV (R) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 31 Pavement Marking - "BUMP" Legend EA 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2026 Pavement Maintenance Phase 2 Page 138 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID ITEM BID ITEM Poppy Wy Primrose Primrose Prospect Rainbow Rose San Felipe San Juan Rd San Leandro Santa Lucia Scenic Scenic Scenic Cir September September Wy Wy Rd Dr Garden Ln Rd Ave Rd Blvd Blvd Ct Dr NO. Unit Plum Barnhart Peach City Limit Manita to Peach Alcalde to Cordova to Santa Paula Stevens Palm to Carmen to Scenic Blvd September to Mc Clellan to Blossom to to Peach Blossom to to Stelling Weymoth Blossom to End Stevens to Mc Clellan Canyon to Scenic Cir End to Scenic End End Barnhart Blossom Rainbow Waterford Canyon Alcalde Rd Cir Pavement Marking - "KEEP CLEAR" EA 32 Legend 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 Pavement Marking - "RxR" (Railroad EA1 35 Xing) Legend 0 0 0 1 2 0 0 0 0 0 0 0 0 1 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 0 1 1 2 1 0 0 1 1 2 0 0 0 0 1 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Green Preformed Thermoplastic Bike 42 Lane SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 Yellow Paint LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0 1 0 47 Ispeed Bump Directional Arrow EA 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0 1 0 2026 Pavement Maintenance Phase 2 Page 139 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID Wild Flower Wild Flower Wilkinson Woodbury Yorkshire Esquire Rodrigues California Majestic English Stevens ITEM BID ITEM Terrace Dr Tulita Ct Vai Ave Wy Wy Ave Dr Dr Meteor PI PI Ave Oak Wy Oak Wy Oak Wy Creek Blvd NO. Unit Bubb to Flora Vista Bubb to Wild Flower Poppy to Columbus to Phar Lap to Sunderland Meteor Dr Meteor to Parkside to Stevens California Majestic 290' E/O Santa to End Columbus Ct to De Wild Flower Collingsworth Mann to Stafford to End End End Creek to Oak to Oak to Bubb to Hwy Teresa Anza Ct Majestic Oak English Oak Anthony 85 Deck 1 Traffic Control LS - - - - - - - - - - - - - - - 2 Crack Seal LS - - - - - - - - - - - - - - - 3 Fog Seal SY 4 Type II Slurry Seal SY 7,268 928 4,260 1,338 1,309 3,647 3,245 6,893 1,555 1,827 2,123 1,973 1,524 2,508 1,683 5 Rubberized Chip Seal SY 6 Two -Way Blue Fire Hydrant Marker EA 0 0 2 0 0 1 0 4 0 0 1 1 2 2 0 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS 8 tie -down, Layout and documentation - - - - - - - - - - - - - - - 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 0 0 0 0 0 0 0 496 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 11 Ends 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 12" White (Thermoplastic) LF 59 0 35 0 0 24 0 40 0 0 0 26 0 0 47 13 12" Yellow (Thermoplastic) LF 118 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 0 0 0 0 0 0 0 143 0 0 0 0 0 0 0 15 24" Yellow (Thermoplastic) LF 150 0 0 0 0 0 0 230 0 0 0 0 0 0 0 16 Striping Detail 9 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 Striping Detail 19 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 Striping Detail 22 LF 437 0 0 0 52 0 0 146 0 0 0 191 202 273 0 19 Striping Detail 38 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 80 20 Striping Detail 39A LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 21 Striping Detail 39 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Striping Detail 40 LF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Pavement Marking - "25" Legend EA 1 0 0 1 0 0 0 0 0 0 0 1 0 0 0 24 Pavement Marking - "35" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 Pavement Marking - Arrow Type IV (L) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 29 Pavement Marking - Arrow Type IV (R) EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Bike Rider Symbol EA 30 w/ arrow 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 31 Pavement Marking - "BUMP" Legend J EA 1 4 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 2026 Pavement Maintenance Phase 2 Page 140 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Slurry Seal BID ITEM BID ITEM Terrace Dr Tulita Ct Vai Ave Wild Flower Wild Flower Wilkinson Woodbury Yorkshire Meteor PI Esquire Rodrigues California Majestic English Stevens Wy Wy Ave Dr Dr PI Ave Oak Wy Oak Wy Oak Wy Creek Blvd NO. Unit Bubb to Flora Vista Bubb to Wild Flower Poppy to Columbus to Phar Lap to Sunderland Meteor Dr Meteor to Parkside to Stevens California Majestic 290' E/O Santa to End Columbus Ct to De Wild Flower Collingsworth Mann to Stafford to End End End Creek to Oak to Oak to Bubb to Hwy Teresa Anza Ct Majestic Oak English Oak Anthony 85 Deck Pavement Marking - "KEEP CLEAR" EA 32 Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - "RxR" (Railroad EA 35 Xing) Legend 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 3 0 1 0 0 1 0 2 0 0 0 1 0 0 0 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 Green Preformed Thermoplastic Bike 42 Lane SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 45 IYellow Paint LF 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 Speed Bump Directional Arrow EA 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2026 Pavement Maintenance Phase 2 Page 141 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Rubberized Chip Seal BID Stevens Stevens Columbus Stevens Stevens Stevens Stevens Stevens ITEM BID ITEM Creek Blvd Creek Blvd Ave Creek Blvd Creek Blvd Creek Blvd Creek Blvd Creek Blvd NO. Unit City Limits California Pasadena to Cupertino to Foothill to Bubb to 290' Orange to to California Oak to Vai to Bubb Bubb Orange Cupertino E/O Bubb Pasadena Oak Foothill 1 Traffic Control LS - - - - - - - - 2 Crack Seal LS - - 3 Fog Seal SY 4 Type II Slurry Seal SY 7,262 8,192 5 Rubberized Chip Seal SY 3,320 4,839 13,580 9,331 4,876 2,301 6 Two -Way Blue Fire Hydrant Marker EA 0 1 1 2 3 2 0 2 7 White Retroreflective Marker EA 0 0 0 0 0 0 0 0 Existing Striping and Pavement Marking LS 8 tie -down, Layout and documentation - - - - - - - - 4" White (Thermoplastic) Parking Stall LF 9 and Shoulder Buffer 0 0 0 337 0 0 0 0 4" White (Thermoplastic) Parallel Parking EA 10 Stall T's 0 0 0 0 15 0 0 0 4" White (Thermoplastic) Parallel Parking EA 11 Ends 0 0 0 0 2 0 0 0 12 12" White (Thermoplastic) LF 0 238 22 474 40 192 269 160 13 12" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 14 24" White (Thermoplastic) LF 0 165 0 146 187 391 0 0 15 24" Yellow (Thermoplastic) LF 0 0 0 0 0 0 0 0 16 Striping Detail 9 LF 0 0 0 422 0 430 996 0 17 Striping Detail 19 LF 0 0 0 326 0 245 0 0 18 Striping Detail 22 LF 1512 1033 0 128 2702 1393 0 263 19 Striping Detail 38 LF 210 544 0 165 874 384 534 217 20 Striping Detail 39A LF 669 1286 0 696 1313 601 420 576 21 Striping Detail 39 LF 2324 3338 0 378 474 802 0 75 22 Striping Detail 40 LF 0 0 0 0 0 0 266 0 23 Pavement Marking - "25" Legend EA 0 0 0 0 0 0 0 0 24 Pavement Marking - "35" Legend EA 1 3 0 1 1 2 2 0 Pavement Marking - "85" Highway Green EA 25 Legend 0 0 0 0 0 0 2 0 26 Pavement Marking - "Ahead" Legend EA 0 0 0 0 2 0 0 0 Pavement Marking - Arrow Type 1 18' EA 27 (Merge) 0 0 0 3 1 2 0 0 28 Pavement Marking - Arrow Type IV (L) EA 2 4 0 3 9 4 4 4 29 Pavement Marking - Arrow Type IV (R) EA 0 0 0 0 4 2 0 2 Pavement Marking - Bike Rider Symbol EA1 30 w/ arrow 7 1 0 7 9 7 2 2 31 Pavement Marking - "BUMP" Legend I EA 1 0 0 0 0 0 0 0 0 2026 Pavement Maintenance Phase 2 Page 142 Project # 2026-102 Estimated Qunatities-2026 Pavement Managemen Phase 2 Rubberized Chip Seal BID Stevens Stevens Columbus Stevens Stevens Stevens Stevens Stevens ITEM BID ITEM Creek Blvd Creek Blvd Ave Creek Blvd Creek Blvd Creek Blvd Creek Blvd Creek Blvd NO. Unit City Limits California Pasadena to Cupertino to Foothill to Bubb to 290' Orange to to California Oak to Vai to Bubb Bubb Orange Cupertino E/O Bubb Pasadena Oak Foothill Pavement Marking - "KEEP CLEAR" EA 32 Legend 0 4 0 0 0 0 0 0 33 Pavement Marking - "NORTH" Legend EA 0 0 0 0 0 0 2 0 34 Pavement Marking - "PED XING" Legend EA 0 0 0 0 2 0 0 0 Pavement Marking - "RxR" (Railroad EA1 35 Xing) Legend 0 0 0 4 0 0 0 0 Pavement Marking - Shared Roadway EA 36 Bicycle 0 0 0 0 0 0 0 0 Pavement Marking- "SLOW SCHOOL EA 37 XING" Legend 0 0 0 0 0 0 0 0 38 Pavement Marking - "STOP" Legend EA 1 0 0 1 0 0 0 0 0 39 Pavement Marking - "YIELD" Legend EA 0 0 0 0 0 0 0 0 Pavement Marking - Yield Bike Lane EA 40 Triangle 0 0 0 0 19 0 0 0 41 Pavement Marking - Yield Triangle (3') EA 0 0 0 4 9 0 0 4 Green Preformed Thermoplastic Bike 42 Lane SF 0 960 0 1830 3348 1287 0 906 Red Paint Preformed Thermoplastic 43 Crosswalk SF 0 0 0 2425 0 0 0 820 44 Red Paint (No parking - Fire Lane) LF 0 0 0 0 0 0 0 0 45 IYellow Paint LF 0 0 0 60 0 0 0 0 Bike Buffer (6" White w/ 6" dash and LF 46 diagonal line) 0 0 0 470 2531 2788 169 123 47 Speed Bump Directional Arrow EA 0 0 0 0 0 0 0 0 2026 Pavement Maintenance Phase 2 Page 143 Project # 2026-102 r\_1 oEtatL 1 DETAIL 2 — - DETAIL 5 6 DETAIL 8 DETAIL 9 DETAIL 9A CENTERLINES (12" SANE HIGHWAYSI • . bX04 ► . • 1N• Y �w��•�s 4� Be-6 17 DETAIL 3 DELETE0 DETAIL 4 GELETEC- pErIsfE ��C tE► FLAW A nw S 741E A44 Mt) :+*f[ c MkIr 4w At Anw;iMc TYPE C AND TYPE D TYPE G AND TYPE H 0 MARKER DETAILS NO PASSING ZONES - ONE DIRECTION DETAIL 15 01 ••i'ir'•1•5••••05••t ti•�i••�ir'i1�••••1♦i�i'�•� U DETAIL 7 DELETED r• Q • RETRi�REf L£CT1YE DACE L•')L 40 — DETAIL 16 L,.,L - 3'-6'1 0 PE TAIL -1 ( DELETED LANE LINES DETAIL 18 (MULTILANE N 16WWAY S) 1 : • �E• � � , , ,•. to -0 17 -�� - ► 1 -0•0 .,� DETAIL 19 1 2._0.. a._C-.. 7._0.0 1 T._�.. T._�r. t,_V LOL Is o at._0.. O 0 r «� flETA1t 11.1 PELETEU uE:TAIL 11 1)ETAIL 12 4G -C' 0 O C� DETAIL 12A 1 E._o,. LV [� DETAIL 1 i E,ELETEC- • DETAIL 14 CIELETEC QV DETAIL 14A DELETED IETAIL zi_► CPELETEI NO PASSING ZONES - TWO DIRECTION DETAIL 21 C� L' L— DETAIL 22 LUL — LEGEND: ® T T FE C REC - L LEAK RE TRC)REF LEC 1 IVE MARKER 1 rFE 0 TWk_'-WAY YELLOW RETROREFLECTIVE MARKER tPE G ONE-WAY r.LEAR RETROREFLECTIVE MARKER TYPE H ONE-WAY YELLOW RETRY►REFLECTIVE MARKER 6" AYH I TE L INE `•'' YELLOW LINE It 4 -0, [DETAIL DELETED STATE OF CALIFORNIA GEFARIMENI OF TRANSPGRT4T11-41 PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS NV SCALE N O N r a z D N O D 2026 Pavement Maintenance Phase 2 Page # 145 Return to Table of Contents CHANNELIZING LINE 0:: v CO1JNT r RULITE P!,11 T YILE`. '-'-MEET T.:'Tel T-ATAt PROJECT ► (FT DETAIL 38 8" WH I i E L 114E la to Le L 24 -0' _4 -r)w THROUGH TRAFFIC' ~' !)E T A I L 38A DETAIL 386 t_ 0 8" WHITE L INF 8" AH1 TL LINE ca Is [17, DETAIL ":sC 11ELETEG DETAIL 38D EX17 RAMPS �-MLY a" *H I T E LINE 01 C1 LZ,,_Vl _4•_0.. r •.• DETAIL 39 BIKE LANE LINE lNTERSEC"ION LINE BIKE LANE 39A „ 200 - 4 177= - -4 _G.. 6" WHITE LINE —C NHITE LI1IE INTER�--Er TION LANE LINE EXTENSIONS THROUGH INTERSECTIONS DETAIL 40,- O DETAIL 40A DELETED CENTERLINE EXTENSIONS THROUGH INTERSECTIONS TAIL 41 6" 'YELLOW LINE i,ETAIL 41A DELETED TYPE C TYPE G RETROkEFIECTIvE FACE MARKER DETAILS 7 fINlSHEC ROADWAY SURFACE- 6 " TO 8" I - i e 1 s • �1P.IF1NC. MATERIAL — DETAIL FOR RECESSED TRAFFIC STRIPE :)ee 14 to?�- A Qrl-1 RECESSED NOTES: A. See typical traff Ic I Ine dotal I � for pavement marking pat terns . 6 . See Standard Spec i f i c: of t ions f c,r re.:ess depth and recec.w striE,ir1q no+erioi thickna►sb. REGISTERED VIL E► AIJEEF ��`v�t•���i� 1 September 19, Z025 css�o Ij v J PLANS APPROVAL DATE rNr Sr/!f :Y C* /lcfb/l/ ew I rs Ar!/lfw a UP. � I l ll• 6 ! .A Jttors _W'q c Wr ff AE s$[wt/roc f !oo �, �.� rW hC 4UC r LW X S! AW10 �'E Cr ` c.� j�/f � LY r"rs Ai AN Wf r. RETROKFLECTIVE PAVEMENT MARKER AT 01)WJSTREAM END OF RECESS SECTION A— A Cl RE TRvAEFLEC TIVE PAVEMENT MARKER AT DOWNSTREAM ENC. ��F RECESS A A -0 Min I Min PLAN TYPE • W Se, N _ t� RETROREFLECTIVE PAVEMENT L W MARKER AT CENTER 1)F RECESS Cl � ♦1 SECTION B—B 10 RETROREFLECTIVE PAVEMENT % MARKER AT CENTER OF RECESS ILi I FLAN TYPE 2 8 RECESS DETAIL FOR RETROREFLECTIVE PAVEMENT MARKER RECESSED MARKER NOTES: I . See typical trtit tic I into dotal is for m►7►1•:er 4, 4 � •� _ patterns to be used with reces god pavemeri � � markers . �— 2 THIN retrcref let, t i vA paverrlent markers shrown �— for recessed in, tal lat ions are not to tb9 used for non-recesEed installations, RETROREFLECTIVE FACE TFa ♦nn .�4 r..�va��n♦ n.�r4s�c ini4.�1 :,..1 I_I .- • • • •Y • V,./ V . �i-J � �-..•'� .. •••V• •ter � • • • •� In r9C75s8� �h0i t Ce o" to " below t rK 7 J pavement surface. 4. Use Type 1 recess for povemen t marker: with :)nA-wa rAtrcrAf lect Iv�A e f7I.IEE TYPE C TYPE RY TYPE D TYPE R y - - �_• Type 2 recess for pavement markers with i 1 f two-way re+roref lect i Yti foce. AND TYPE D AND TYPE H S. For exit romps, use Typ? 1 recess for Type R markers with orte- Wly re f roref l es t i ve RETROREFLECTIVE PAVEMENT MARKER facan�e•,a9r them kereotatr�nupstream^and FOR RECESSED INSTALLATION .,t t �e recess . >6* 1 anti 2 LEGEND: ® [ T'fPE c RE[,-(LEAR RETROREFLECTIVE MARKER [] TYPE G ONE-WAY CLEAR RETRt:kEFLECT1VE MARKER ® h" YELLOW LINE STATE 'IF CALIFORNIA :)EPARTMENT ;:YF TSANSPORTATION PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS NO SCALE A 20D r s z a N v 2026 Pavement Maintenance Phase 2 Page # 146 Return to Table of Contents t(� I 1 .-01, GA p=1J f+= TYPE I 10'-0" ARROW 'A •• wl 1 r-0aI r L A=25 f♦2 TYPE 11 8'- 0" ARROW 1 . _ `0, TYPE I BIKE - V. S =7 r • 24 /_ 0„ r.� r f t� LANE WT ARROW ARROW 1 1-1"-0of A=15 f t' TYPE 12 (L) ARROW For 7•a,i, M IR j ,.jr row, uza w1► ror iniuye. a=�? f t= TYPE I ARROW —1;•. 4 J w - -- It fta. T Y PE Y1 ARROW Ri.Pub wrrb For Ieft IJne, use mirror irmi,je. T - ,.. 1 ,-`l'1 6RIr1 TYPE U (L) ARROW j; - .ID , k . 11 : -•w, use m i rr,-jr i mi»6. REGISTERED C V(L ENGI►1EEF VN N Nv� 1� ii�1,n►�� - Si teniber 19, 202`_' ca3s� '- ANS APPROVAL DA 1 E � • �- T of SUAT rr Ui ltOW14 chi IN trfATAS • rcf1/1l � w I<;�Nli SM�[1 Ait,�! Qf �i�LN►S/�f !Cp fi At ACC144tY &W C FtfillrSS tr SCAAWC, •,� `y Iro`� c OPIf S rY hV1; I[ AN S.W[ f. CAL NOTE: 1 , Minor Varlet ions in dimen4lon^ may be accepted by the Engineer I . 1'. r 1 -0" GRIP _ A=36 ft' TYPE ffi ARROW STATE OF f4LIFvRN1A DEPARTMENT OF TFANSPGftTATI:jN PAVEMENT MARKINGS ARROWS 2026 Pavement Maintenance Phase 2 7 Return to Table of Con'tents rNA111 I I "Ak H F/ , HER111111 111111161116111111 �11�■11■ 11 �11���1■. 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I]AII • • • Keturn to I able c 6" White Dash (Thermoplastic) 4'-0" 6" White (Thermoplastic) 1I17Q1]Y Bike Buffer Detail 2026 PAVEMENT MAINTENANCE PHASE 1 Attachment B: Detail 6" White (Thermoplastic) diagonal at 45 degree angle N.T.S 2026 Pavement Maintenance Phase 2 Project # 2026-102 280 MM u I III CITY OF CUPERTINO Sent via email 5/7/2026 PUBLIC WORKS DEPARTMENT CITY HALL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 TELEPHONE: (408) 777-3354 • FAX: (408) 777-3333 CUPERTINO.ORG Pavement Coatings Company 2150 Bell Ave., Suite 125 Sacramento, CA 95838 estnorth@pavementcoatings.com Re: NOTICE OF POTENTIAL AWARD 2026 Pavement Maintenance Phase 2 Project Dear Mr. Tim Schmid I am pleased to inform you of the intent to recommend that the City Council or its authorized designee award the Contract for the above -referenced Project ("Project") to Pavement Coatings Company ("Contractor") for the Contract Price of $2,599,234.76, based on Contractor's Bid Proposal submitted on April 2, 2026. A copy of the Draft Contract accompanies this Notice. Contractor must submit the required Payment Bond and Performance Bond, insurance certificates and endorsements, and valid Certificates of Reported Compliance for its fleet and its listed Subcontractors, as required under the California Air Resources Board's In -Use Off -Road Diesel -Fueled Fleets Regulation (13 CCR § 2449 et seq.), if applicable, no later than ten days from the date of this Notice of Potential Award, above. Once all documents have been submitted and determined to be complete, A copy of the contract will be routed for electronic signature. Failure to execute and return the enclosed Contract and required bonds, insurance documentation, and valid Certificates of Reported Compliance within the specified time could result in forfeiture of Contractor's bid security. This Notice of Potential Award does not bind the City to award the Contract. The City, acting through its City Council or authorized designee, reserves the right to reject any or all bids, and the right to decline to award the Contract, notwithstanding any staff recommendation. Unless expressly authorized or required to engage in any pre -construction activities, such as preparing submittals, Contractor must not commence Work until directed by the Notice to Proceed and will not be entitled to compensation or credit for any Work performed before the date specified in the Notice to Proceed. 2026 Pavement Maintenance Phase 2 2021 Form NOTICE OF POTENTIAL AWARD Project No. 2026-102 Page 1 Please acknowledge receipt of this Notice of Potential Award by signing the attached Acknowledgement of Notice of Potential Award, as indicated, and transmitting the Acknowledgement to my office via email at: capital prom ects .cupertino.gov. Do not hesitate to contact me if you have any questions in this regard. Sincerely, Jo Anne Johnson Public Works Project Manager Enclosure 2026 Pavement Maintenance Phase 2 2021 Form NOTICE OF POTENTIAL AWARD Project No. 2026-102 Page 2 Acknowledgement of Notice of Potential Award On behalf of Pavement Coatings Company ("Contractor"), I acknowledge receipt of the Notice of Potential Award for the 2026 Pavement Maintenance Phase 2 Project: s/ Name: Title: Date: 2026 Pavement Maintenance Phase 2 2021 Form NOTICE OF POTENTIAL AWARD Project No. 2026-102 Page 3 Payment Bond The City of Cupertino ("City") and Pavement Coatings Company ("Contractor") have entered into a contract for work on the 2026 Pavement Maintenance Phase 2 Project ("Project"). The Contract is incorporated by reference into this Payment Bond ("Bond"). General. Under this Bond, Contractor as principal and its surety ("Surety"), are bound to City as obligee in an amount not less than $2,599.235.00, under California Civil Code § 9550 et seq., to ensure payment to authorized claimants. This Bond is binding on the respective successors, assigns, owners, heirs, or executors of Surety and Contractor. Surety's Obligation. If Contractor or any of its Subcontractors fails to pay a person authorized in California Civil Code § 9100 to assert a claim against a payment bond, any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of Contractor and its Subcontractors under California Unemployment Insurance Code § 13020 with respect to the work and labor, then Surety will pay the obligation. 3. Beneficiaries. This Bond inures to the benefit of any of the persons named in California Civil Code § 9100, so as to give a right of action to those persons or their assigns in any suit brought upon this Bond. Contractor must promptly provide a copy of this Bond upon request by any person with legal rights under this Bond. 4. Duration. If Contractor promptly makes payment of all sums for all labor, materials, and equipment furnished for use in the performance of the Work required by the Contract, in conformance with the time requirements set forth in the Contract and as required by California law, Surety's obligations under this Bond will be null and void. Otherwise, Surety's obligations will remain in full force and effect. 5. Waivers. Surety waives any requirement to be notified of alterations to the Contract or extensions of time for performance of the Work under the Contract. Surety waives the provisions of Civil Code §§ 2819 and 2845. City waives the requirement of a new bond for any supplemental contract under Civil Code § 9550. Any notice to Surety may be given in the manner specified in the Contract and sent to Surety as follows: Attn: Address: City/State/Zip: Phone: Email: 6. Law and Venue. This Bond will be governed by California law, and venue for any dispute pursuant to this Bond will be in the Santa Clara County Superior Court, and no other place. Surety will be responsible for City's attorneys' fees and costs in any action to enforce the provisions of this Bond. [Signatures are on the following page.] 2026 Pavement Maintenance Phase 2 Project # 2026-102 PAYMENTBOND Page 6 7. Effective Date; Execution. This Bond is entered into and is effective on 2026. SURETY: Business Name s/ Date Name, Title (Attach Acknowledgment with Notary Seal and Power of Attorney) CONTRACTOR: Business Name s/ Date Name, Title APPROVED BY CITY: s/ Date Name, Title END OF PAYMENT BOND 2026 Pavement Maintenance Phase 2 PAYMENT BOND Project # 2026-102 Page 7 Performance Bond The City of Cupertino ("City") and Pavement Coatings Company ("Contractor") have entered into a contract for work on the 2026 Pavement Maintenance Phase 2 Project ("Project"). The Contract is incorporated by reference into this Performance Bond ("Bond"). 1. General. Under this Bond, Contractor as principal and its surety ("Surety"), are bound to City as obligee for an amount not less than $2,599,235.00 to ensure Contractor's faithful performance of its obligations under the Contract. This Bond is binding on the respective successors, assigns, owners, heirs, or executors of Surety and Contractor. 2. Surety's Obligations. Surety's obligations are co -extensive with Contractor's obligations under the Contract. If Contractor fully performs its obligations under the Contract, including its warranty obligations under the Contract, Surety's obligations under this Bond will become null and void. Otherwise, Surety's obligations will remain in full force and effect. 3. Waiver. Surety waives any requirement to be notified of and further consents to any alterations to the Contract made under the applicable provisions of the Contract Documents, including changes to the scope of Work or extensions of time for performance of Work under the Contract. Surety waives the provisions of Civil Code §§ 2819 and 2845. 4. Application of Contract Balance. Upon making a demand on this Bond for completion of the Work prior to acceptance of the Project, City will make the Contract Balance available to Surety for completion of the Work under the Contract. For purposes of this provision, the Contract Balance is defined as the total amount payable by City to Contractor as the Contract Price minus amounts already paid to Contractor, and minus any liquidated damages, credits, or backcharges to which City is entitled under the terms of the Contract. 5. Contractor Default. Upon written notification from City of Contractor's termination for default under Article 13 of the Contract General Conditions, time being of the essence, Surety must act within the time specified in Article 13 to remedy the default through one of the following courses of action: 5.1 Arrange for completion of the Work under the Contract by Contractor, with City's consent, but only if Contractor is in default solely due to its financial inability to complete the Work; 5.2 Arrange for completion of the Work under the Contract by a qualified contractor acceptable to City, and secured by performance and payment bonds issued by an admitted surety as required by the Contract Documents, at Surety's expense; or 5.3 Waive its right to complete the Work under the Contract and reimburse City the amount of City's costs to have the remaining Work completed. 6. Surety Default. If Surety defaults on its obligations under the Bond, City will be entitled to recover all costs it incurs due to Surety's default, including legal, design professional, or delay costs. 7. Notice. Any notice to Surety may be given in the manner specified in the Contract and sent to Surety as follows: Attn: _ Address: 2026 Pavement Maintenance Phase 2 PERFORMANCE BOND Project # 2026-102 Page 8 City/State/Zip: Phone: Fax: Email: 8. Law and Venue. This Bond will be governed by California law, and venue for any dispute pursuant to this Bond will be in the Santa Clara County Superior Court, and no other place. Surety will be responsible for City's attorneys' fees and costs in any action to enforce the provisions of this Bond. 9. Effective Date; Execution. This Bond is entered into and effective on 2026. SURETY: Business Name s/ Date Name, Title (Attach Acknowledgment with Notary Seal and Power of Attorney) CONTRACTOR: Business Name s/ Date Name, Title APPROVED BY CITY: s/ Date Name, Title END OF PERFORMANCE BOND 2026 Pavement Maintenance Phase 2 PERFORMANCE BOND Project # 2026-102 Page 9 DRAFT Contract This public works contract ("Contract") is entered into by and between the City of Cupertino ("City") and Pavement Coatings Company ("Contractor"), for work on the 2026 Pavement Maintenance Phase 2 Project ("Project"). The parties agree as follows: Award of Contract. In response to the Notice Inviting Bids, Contractor has submitted a Bid Proposal to perform the Work to construct the Project. On May 5, 2026, City authorized award of this Contract to Contractor for the amount set forth in Section 4, below. City has elected to include the following Project alternate(s) in the Contract: Contract Documents. The Contract Documents incorporated into this Contract include and are comprised of all of the documents listed below. The definitions provided in Article 1 of the General Conditions apply to all of the Contract Documents, including this Contract. 2.1 Notice Inviting Bids; 2.2 Instructions to Bidders; 2.3 Addenda, if any; 2.4 Bid Proposal and attachments thereto; 2.5 Contract; 2.6 Payment and Performance Bonds; 2.7 General Conditions; 2.8 Special Conditions; 2.9 Project Plans and Specifications; 2.10 Change Orders, if any; 2.11 Notice of Potential Award; 2.12 Notice to Proceed; and 2.13 The following: City Standard Details, Caltrans Standard Details, Estimated Quantities, Project Location Map, Truck Traffic Restrictions Map, Attachment A — Work Hour Restrictions 3. Contractor's Obligations. Contractor will perform all of the Work required for the Project, as specified in the Contract Documents. Contractor must provide, furnish, and supply all things necessary and incidental for the timely performance and completion of the Work, including all necessary labor, materials, supplies, tools, equipment, transportation, onsite facilities, and utilities, unless otherwise specified in the Contract Documents. Contractor must use its best efforts to diligently prosecute and complete the Work in a professional and expeditious manner and to meet or exceed the performance standards required by the Contract Documents. 4. Payment. As full and complete compensation for Contractor's timely performance and completion of the Work in strict accordance with the terms and conditions of the Contract Documents, City will pay Contractor $2,599,235.00 ("Contract Price") for all of Contractor's direct and indirect costs to perform the Work, including all labor, materials, supplies, equipment, taxes, insurance, bonds and all overhead costs, in accordance with the payment provisions in the General Conditions. 5. Time for Completion. Contractor will fully complete the Work for the Project, meeting all requirements for Final Completion, within 80 calendar days from the start date set forth in the Notice to Proceed ("Contract Time"). By signing below, Contractor expressly waives any claim for delayed early completion. 2026 Pavement Maintenance Phase 2 CONTRACT Project # 2026-102 Page 1 6. Liquidated Damages. As further specified in Section 5.4 of the General Conditions, if Contractor fails to complete the Work within the Contract Time, City will assess liquidated damages in the amount of $1,500 per day for each day of unexcused delay in achieving Final Completion, and such liquidated damages may be deducted from City's payments due or to become due to Contractor under this Contract. 7. Labor Code Compliance. 7.1 General. This Contract is subject to all applicable requirements of Chapter 1 of Part 7 of Division 2 of the Labor Code, including requirements pertaining to wages, working hours and workers' compensation insurance, as further specified in Article 9 of the General Conditions. 7.2 Prevailing Wages. This Project is subject to the prevailing wage requirements applicable to the locality in which the Work is to be performed for each craft, classification or type of worker needed to perform the Work, including employer payments for health and welfare, pension, vacation, apprenticeship and similar purposes. Copies of these prevailing rates are available online at http://www.dir.ca.gov/DLSR. 7.3 DIR Registration. City may not enter into the Contract with a bidder without proof that the bidder and its Subcontractors are registered with the California Department of Industrial Relations to perform public work pursuant to Labor Code § 1725.5, subject to limited legal exceptions. 8. Workers' Compensation Certification. Pursuant to Labor Code § 1861, by signing this Contract, Contractor certifies as follows: "I am aware of the provisions of Labor Code § 3700 which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work on this Contract." 9. Conflicts of Interest. Contractor, its employees, Subcontractors, and agents may not have, maintain, or acquire a conflict of interest in relation to this Contract in violation of any City ordinance or requirement, or in violation of any California law, including Government Code § 1090 et seq., or the Political Reform Act, as set forth in Government Code § 81000 et seq. and its accompanying regulations. Any violation of this Section constitutes a material breach of the Contract. 10. Independent Contractor. Contractor is an independent contractor under this Contract and will have control of the Work and the means and methods by which it is performed. Contractor and its Subcontractors are not employees of City and are not entitled to participate in any health, retirement, or any other employee benefits from City. 11. Notice. Any notice, billing, or payment required by or pursuant to the Contract Documents must be made in writing, signed, dated, and sent to the other party by personal delivery, U.S. Mail, a reliable overnight delivery service, or by email as a PDF file. Notice is deemed effective upon delivery, except that service by U.S. Mail is deemed effective on the second working day after deposit for delivery. Notice for each party must be given as follows: Cit Department Address 2026 Pavement Maintenance Phase 2 CONTRACT Project # 2026-102 Page 2 Cit /State/Zip Phone Attn: Contact name Contact email address Co to: CC Contact name CC Contact email address Contractor: Name Address City/State/Zip Phone Attn: Contact name Contact email address Co to: CC Contact name CC Contact email address 12. General Provisions. 12.1 Assignment and Successors. Contractor may not assign its rights or obligations under this Contract, in part or in whole, without City's written consent. This Contract is binding on Contractor's and City's lawful heirs, successors and permitted assigns. 12.2 Third Party Beneficiaries. There are no intended third -party beneficiaries to this Contract. 12.3 Governing Law and Venue. This Contract will be governed by California law and venue will be in the Santa Clara County Superior Court, and no other place. Contractor waives any right it may have pursuant to Code of Civil Procedure § 394, to file a motion to transfer any action arising from or relating to this Contract to a venue outside of Santa Clara County, California. 12.4 Amendment. No amendment or modification of this Contract will be binding unless it is in a writing duly authorized and signed by the parties to this Contract. 12.5 Integration. This Contract and the Contract Documents incorporated herein, including authorized amendments or Change Orders thereto, constitute the final, complete, and exclusive terms of the agreement between City and Contractor. 12.6 Severability. If any provision of the Contract Documents is determined to be illegal, invalid, or unenforceable, in whole or in part, the remaining provisions of the Contract Documents will remain in full force and effect. 12.7 Iran Contracting Act. If the Contract Price exceeds $1,000,000, Contractor certifies, by signing below, that it is not identified on a list created under the Iran Contracting Act, Public Contract Code § 2200 et seq. (the "Act"), as a person engaging in investment activities in Iran, as defined in the Act, or is otherwise expressly exempt under the Act. 2026 Pavement Maintenance Phase 2 CONTRACT Project # 2026-102 Page 3 Is DRAFT ...,, 12.8 Authorization. Each individual signing below warrants that he or she is authorized to do so by the party that he or she represents, and that this Contract is legally binding on that party. If Contractor is a corporation, signatures from two officers of the corporation are required pursuant to California Corporations Code § 313. [Signatures are on the following page.] 2026 Pavement Maintenance Phase 2 CONTRACT Project # 2026-102 Page 4 The parties agree to this Contract as witnessed by the signatures below: CITY: Approved as to form: s/ s/ Name, Title Date: Attest: s/ Name, Title Date: CONTRACTOR: Business Name s/ Name, Title Date: Second Signature (See Section 12.8): s/ Name, Title Date: Name, Title Date: Seal: Contractor's California License Number(s) and Expiration Date(s) END OF CONTRACT 2026 Pavement Maintenance Phase 2 CONTRACT Project # 2026-102 Page 5 2026 Pavement Maintenance Phase 2 Project Final Audit Report 2026-06-16 Created: 2026-06-11 By: Webmaster Admin (webmaster@cupertino.org) Status: Signed Transaction ID: CBJCHBCAABAAgEAgthw8wQYQ9WsLpLX05ar_xb3T5Rff "2026 Pavement Maintenance Phase 2 Project" History Document created by Webmaster Admin (webmaster@cupertino.org) 2026-06-11 - 7:40:12 AM GMT- IP address: 35.229.54.2 Document emailed to aracelia@cupertino.org for approval 2026-06-11 - 8:10:08 AM GMT Email viewed by aracelia@cupertino.org 2026-06-11 - 8:10:26 AM GMT- IP address: 54.237.86.55 Signer aracelia@cupertino.org entered name at signing as Araceli Alejandre 2026-06-11 - 3:40:47 PM GMT- IP address: 71.202.76.156 Document approved by Araceli Alejandre (aracelia@cupertino.org) Approval Date: 2026-06-11 - 3:40:49 PM GMT - Time Source: server- IP address: 71.202.76.156 Document emailed to James Wu Qwu@pavementrecycling.com) for signature 2026-06-11 - 3:40:59 PM GMT Email viewed by James Wu Qwu@pavementrecycling.com) 2026-06-11 - 3:41:05 PM GMT- IP address: 98.94.29.55 Document e-signed by James Wu Qwu@pavementrecycling.com) Signature Date: 2026-06-11 - 4:47:23 PM GMT - Time Source: server- IP address: 47.144.162.87 - Signature Appearance Selected: DRAW Document emailed to jwu@pavementrecycling.com for signature 2026-06-11 - 4:47:33 PM GMT Email viewed by jwu@pavementrecycling.com 2026-06-11 - 4:47:37 PM GMT- IP address: 98.84.157.146 Email viewed by jwu@pavementrecycling.com 2026-06-16 - 3:20:11 PM GMT- IP address: 54.162.83.252 Powered by Adobe CVPERTIND Acrobat Sign Signer jwu@pavementrecycling.com entered name at signing as James Wu 2026-06-16 - 4:20:31 PM GMT- IP address: 79.8.32.134 Document e-signed by James Wu (jwu@pavementrecycling.com) Signature Date: 2026-06-16 - 4:20:33 PM GMT - Time Source: server- IP address: 79.8.32.134 - Signature Appearance Selected: DRAW Document emailed to michaelw@cupertino.org for signature 2026-06-16 - 4:20:43 PM GMT Email viewed by michaelw@cupertino.org 2026-06-16 - 4:20:52 PM GMT- IP address: 3.238.245.52 Signer michaelw@cupertino.org entered name at signing as Michael K Woo 2026-06-16 - 6:16:08 PM GMT- IP address: 64.165.34.3 Document e-signed by Michael K Woo (michaelw@cupertino.org) Signature Date: 2026-06-16 - 6:16:10 PM GMT - Time Source: server- IP address: 64.165.34.3 - Signature Appearance Selected: TYPE Document emailed to tinak@cupertino.org for signature 2026-06-16 - 6:16:19 PM GMT Email viewed by tinak@cupertino.org 2026-06-16 - 6:16:37 PM GMT- IP address: 54.173.228.171 Signer tinak@cupertino.org entered name at signing as Tina Kapoor 2026-06-16 - 7:11:46 PM GMT- IP address: 64.165.34.3 Document e-signed by Tina Kapoor (tinak@cupertino.org) Signature Date: 2026-06-16 - 7:11:48 PM GMT - Time Source: server- IP address: 64.165.34.3 - Signature Appearance Selected: TYPE Document emailed to laurens@cupertino.org for signature 2026-06-16 - 7:12:01 PM GMT Email viewed by laurens@cupertino.org 2026-06-16 - 7:12:56 PM GMT- IP address: 100.49.46.12 Signer laurens@cupertino.org entered name at signing as Lauren Sapudar 2026-06-16 - 7:40:35 PM GMT- IP address: 64.165.34.3 Document e-signed by Lauren Sapudar (laurens@cupertino.org) Signature Date: 2026-06-16 - 7:40:37 PM GMT - Time Source: server- IP address: 64.165.34.3 - Signature Appearance Selected: TYPE O Agreement completed. 2026-06-16 - 7:40:37 PM GMT Powered by Adobe CVPERTINo Acrobat Sign