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26-087 O'Grady Paving 2026 Pavement Maintenance Phase 1 Project
2026 Pavement Maintenance Phase 1 Project # 2026-101 CONTRACT Page 1 Contract This public works contract (“Contract”) is entered into by and between the City of Cupertino (“City”) and O’Grady Paving, Inc. (“Contractor”), for work on the 2026 Pavement Maintenance Phase 1 Project (“Project”). The parties agree as follows: 1. 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: Estimated Quantities, City Standard Details, Caltrans Standard Details, Project Location Map, Truck Traffic Restrictions, Exhibits B & C – Valley Gutter Details 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 $1,869,804 (“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 60 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 1 Project # 2026-101 CONTRACT Page 2 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: City: Public Works Department 10300 Torre Ave Address 2026 Pavement Maintenance Phase 1 Project # 2026-101 CONTRACT Page 3 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: O’Grady Paving Inc. Name 2513 Wyandotte Street Address Mountain View, CA, 94043 City/State/Zip (650) 966-1926 Phone Attn: Craig Young Contact name craig@ogradypaving.com Contact email address Copy to: Joceline Montebello CC Contact name jmontebello@ogradypaving.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. 2026 Pavement Maintenance Phase 1 Project # 2026-101 CONTRACT Page 4 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 1 Project # 2026-101 CONTRACT Page 5 The parties agree to this Contract as witnessed by the signatures below: CITY: Approved as to form: s/ s/ Name, Title Name, Title Date: Date: Attest: s/ Name, Title Date: CONTRACTOR: Business Name s/ Seal: Name, Title Date: Second Signature (See Section 12.8): s/ Name, Title Date: Contractor’s California License Number(s) and Expiration Date(s) END OF CONTRACT O'Grady Paving Inc. Celine Duran Sect/Trea Jun 3, 2026 201696 Dec 31, 2027 Craig E Young Craig E Young VP Jun 3, 2026 Michael K Woo Michael K Woo Sr Asst City Attorney Jun 3, 2026 Tina Kapoor City Manager Jun 10, 2026 Lauren Sapudar Lauren Sapudar City Clerk Jun 10, 2026 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES 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). 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. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD 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. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 5/13/2026 IMA,Inc.-Pasadena 3475 E.Foothill Boulevard Suite 100 Pasadena CA 91107 IMA Certificate Team certificates@imacorp.com License#:0008309 Arch Insurance Company 11150 OGRAPAV-C1 Arch Indemnity Insurance Company 30830O'Grady Paving,Inc. 2513 Wyandotte St. Mountain View CA 94043 Indian Harbor Insurance Company 36940 679600894 A X 1,000,000 X 100,000 5,000 1,000,000 2,000,000 X Y Y 71PKG8985003 7/1/2025 7/1/2026 2,000,000 A 1,000,000 X Y Y 71PKG8985003 7/1/2025 7/1/2026 A X 5,000,000 X 71UFP8985003 7/1/2025 7/1/2026 5,000,000 X 0 B X N Y 71WCI1993502 7/1/2025 7/1/2026 1,000,000 1,000,000 1,000,000 C Contract Pollution Liability PEC005445506 7/1/2025 7/1/2026 Each Pollution Cond Aggregate SIR $2,000,000 $2,000,000 $10,000 he City,including its Council,officials,officers,employees,agents,volunteers and consultants are included as Additional Insured on the General Liability and Auto Policies,if required by written contract or agreement,subject to the policy terms and conditions.A Waiver of Subrogation is provided in favor of Certificate Holder and all other parties on the General Liability,Auto Liability,&Workers Compensation Policies,if required by written contract or agreement,subject to the policy terms and conditions.General Liability,Auto &Workers Compensation Coverages include 30 day notice of cancellation,subject to the terms and conditions of the policy. City of Cupertino Public Works 10300 Torre Avenue Cupertino,CA 95014 00 CA0115 00 10 13 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - BLANKET This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM Under Covered Autos Liability Coverage, the Who is An Insured provision is amended to include as an "insured" the person or organization who is required under a written contract to be included as an "insured" under this policy, but only with respect to their legal liability for your acts or omissions or the act or omissions of a person for whom Covered Autos Liability Coverage is afforded under this policy. All other terms and conditions of this policy remain unchanged. Endorsement Number: Policy Number: Named Insured: This endorsement is effective on the inception date of this Policy unless otherwise stated herein: Endorsement Effective Date: O'Grady Paving, Inc. 71PKG8985003 7/1/2025 71PKG8985003 POLICY NUMBER: COMMERCIAL AUTO CA 04 44 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name(s) Of Person(s) Or Organization(s): Any person or organization where waiver of our right to recover is permitted by lay and is required by written contract provided such contract was executed prior to the loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. O'Grady Paving, Inc.Best Equipment Rentals 71PKG8985003 7/1/2025 00 ML0087 00 11 10 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION – CERTIFICATE HOLDERS (SPECIFIED DAYS) The person(s) or organization(s) listed or described in the Schedule below have requested that they receive written notice of cancellation when this policy is cancelled by us. We will mail or deliver to the Person(s) or Organization(s) listed or described in the Schedule a copy of the written notice of cancellation that we sent to you. If possible, such copies of the notice will be mailed at least days, except for cancellation for non-payment of premium which will be mailed 10 days, prior to the effective date of the cancellation, to the address or addresses of certificate holders as provided by your broker or agent. Schedule Person(s) or Organization(s) including mailing address: (Blanket wording option) All certificate holders where written notice of the cancellation of this policy is required by written contract, permit or agreement with the Named Insured and whose names and addresses will be provided by the broker or agent listed in the Declarations Page of this policy for the purposes of complying with such request. This notification of cancellation of the policy is intended as a courtesy only. Our failure to provide such notification to the person(s) or organization(s) shown in the Schedule will not extend any policy cancellation date nor impact or negate any cancellation of the policy. This endorsement does not entitle the person(s) or organization(s) listed or described in the Schedule above to any benefit, rights or protection under this policy. Any provision of this endorsement that is in conflict with a statute or rule is hereby amended to conform to that statute or rule. All other terms and conditions of this policy remain unchanged. Endorsement Number: This endorsement is effective on the inception date of this Policy unless otherwise stated herein: (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy Number: Named Insured: Endorsement Effective Date: 71PKG8985003 7/1/2025 O'Grady Paving, Inc. COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CG 20 10 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 ADDITIONAL INSURED – OWNERS, LESSEES OR CONTRACTORS – SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Location(s) Of Covered OperationsOr Organization(s) Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II – Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. All parties where required by a written contract. Any premises where required by written contract. POLICY NUMBER: 71PKG8985003 Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 10 12 19 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III – Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 20 37 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CG 20 37 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 ADDITIONAL INSURED – OWNERS, LESSEES OR CONTRACTORS – COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II – Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products-completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III – Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. 71PKG8985003 Where required by written contract, but only when the contract specifies coverage for completed operations. All locations where required by written contract. COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. CG 20 01 12 19 ©Insurance Services Office,Inc.,2018 Page 1 of 1 PRIMARY AND NONCONTRIBUTORY –OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1)The additional insured is a Named Insured under such other insurance;and (2)You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. 71PKG8985003 POLICY NUMBER:COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 CG 24 04 05 09 © Insurance Services Office, Inc.,2008 Page 1 of 1 Wolters Kluwer Financial Services | Uniform FormsTM WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Where Required By Written Contract Or Agreement Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV – Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. 71PKG8985003 Any person or organization where waiver of our right to recover is permitted by law and is required by written contract provided such contract was executed prior to the loss. 00 ML0087 00 11 10 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION – CERTIFICATE HOLDERS (SPECIFIED DAYS) The person(s) or organization(s) listed or described in the Schedule below have requested that they receive written notice of cancellation when this policy is cancelled by us. We will mail or deliver to the Person(s) or Organization(s) listed or described in the Schedule a copy of the written notice of cancellation that we sent to you. If possible, such copies of the notice will be mailed at least days, except for cancellation for non-payment of premium which will be mailed 10 days, prior to the effective date of the cancellation, to the address or addresses of certificate holders as provided by your broker or agent. Schedule Person(s) or Organization(s) including mailing address: (Blanket wording option) All certificate holders where written notice of the cancellation of this policy is required by written contract, permit or agreement with the Named Insured and whose names and addresses will be provided by the broker or agent listed in the Declarations Page of this policy for the purposes of complying with such request. This notification of cancellation of the policy is intended as a courtesy only. Our failure to provide such notification to the person(s) or organization(s) shown in the Schedule will not extend any policy cancellation date nor impact or negate any cancellation of the policy. This endorsement does not entitle the person(s) or organization(s) listed or described in the Schedule above to any benefit, rights or protection under this policy. Any provision of this endorsement that is in conflict with a statute or rule is hereby amended to conform to that statute or rule. All other terms and conditions of this policy remain unchanged. Endorsement Number: This endorsement is effective on the inception date of this Policy unless otherwise stated herein: (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy Number: Named Insured: Endorsement Effective Date: O'Grady Paving, Inc. 71PKG8985003 7/1/2025 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 04-84) WC 04 03 06 (Ed. 04-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT CALIFORNIA 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. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be _____% of the California workers’ compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description Any person or organization where waiver of our right to recover is permitted by law and is required by written contract was ececuted prior to date of loss. Notes: 1. This endorsement may be used to waive the company’s right of subrogation against named third parties who may be responsible for an injury. 2. The sentence in ( ) is optional with the company. It limits the endorsement to apply only to specific jobs of the insured, and only to the extent that the insured is required to obtain 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. Endorsement No. Insured Insurance Company Countersigned By Best Equipment Rentals 7/1/2025 71WCI1993502 O'Grady Paving, Inc. Arch Insurance Company 00 ML0087 00 11 10 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION – CERTIFICATE HOLDERS (SPECIFIED DAYS) The person(s) or organization(s) listed or described in the Schedule below have requested that they receive written notice of cancellation when this policy is cancelled by us. We will mail or deliver to the Person(s) or Organization(s) listed or described in the Schedule a copy of the written notice of cancellation that we sent to you. If possible, such copies of the notice will be mailed at least days, except for cancellation for non-payment of premium which will be mailed 10 days, prior to the effective date of the cancellation, to the address or addresses of certificate holders as provided by your broker or agent. Schedule Person(s) or Organization(s) including mailing address: All certificate holders where written notice of the cancellation of this policy is required by written contract, permit or agreement with the Named Insured and whose names and addresses will be provided by the broker or agent listed in the Declarations Page of this policy for the purposes of complying with such request. This notification of cancellation of the policy is intended as a courtesy only. Our failure to provide such notification to the person(s) or organization(s) shown in the Schedule will not extend any policy cancellation date nor impact or negate any cancellation of the policy. This endorsement does not entitle the person(s) or organization(s) listed or described in the Schedule above to any benefit, rights or protection under this policy. Any provision of this endorsement that is in conflict with a statute or rule is hereby amended to conform to that statute or rule. All other terms and conditions of this policy remain unchanged. Endorsement Number: This endorsement is effective on the inception date of this Policy unless otherwise stated herein: (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy Number: Named Insured: Endorsement Effective Date: O'Grady Paving, Inc. 71WCI1993502 7/1/2025 IL 00 17 11 98 IL 00 17 11 98 Copyright, Insurance Services Office, Inc., 1998 Page 1 of 1 COMMON POLICY CONDITIONS All Coverage Parts included in this policy are subject to the following conditions. A. Cancellation 1.The first Named Insured shown in the Declara- tions may cancel this policy by mailing or de- livering to us advance written notice of cancel- lation. 2.We may cancel this policy by mailing or deliv- ering to the first Named Insured written notice of cancellation at least: a.10 days before the effective date of cancel- lation if we cancel for nonpayment of pre- mium; or b.30 days before the effective date of cancel- lation if we cancel for any other reason. 3.We will mail or deliver our notice to the first Named Insured's last mailing address known to us. 4.Notice of cancellation will state the effective date of cancellation. The policy period will end on that date. 5.If this policy is cancelled, we will send the first Named Insured any premium refund due. If we cancel, the refund will be pro rata. If the first Named Insured cancels, the refund may be less than pro rata. The cancellation will be ef- fective even if we have not made or offered a refund. 6.If notice is mailed, proof of mailing will be suf- ficient proof of notice. B. Changes This policy contains all the agreements between you and us concerning the insurance afforded. The first Named Insured shown in the Declara- tions is authorized to make changes in the terms of this policy with our consent. This policy's terms can be amended or waived only by endorsement issued by us and made a part of this policy. C. Examination Of Your Books And Records We may examine and audit your books and rec- ords as they relate to this policy at any time during the policy period and up to three years afterward. D. Inspections And Surveys 1.We have the right to: a.Make inspections and surveys at any time; b.Give you reports on the conditions we find; and c.Recommend changes. 2.We are not obligated to make any inspections, surveys, reports or recommendations and any such actions we do undertake relate only to in- surability and the premiums to be charged. We do not make safety inspections. We do not un- dertake to perform the duty of any person or organization to provide for the health or safety of workers or the public. And we do not warrant that conditions: a.Are safe or healthful; or b.Comply with laws, regulations, codes or standards. 3.Paragraphs 1. and 2. of this condition apply not only to us, but also to any rating, advisory, rate service or similar organization which makes insurance inspections, surveys, reports or recommendations. 4.Paragraph 2. of this condition does not apply to any inspections, surveys, reports or recom- mendations we may make relative to certifica- tion, under state or municipal statutes, ordi- nances or regulations, of boilers, pressure ves- sels or elevators. E. Premiums The first Named Insured shown in the Declara- tions: 1.Is responsible for the payment of all premiums; and 2.Will be the payee for any return premiums we pay. F. Transfer Of Your Rights And Duties Under This Policy Your rights and duties under this policy may not be transferred without our written consent except in the case of death of an individual named in- sured. If you die, your rights and duties will be trans- ferred to your legal representative but only while acting within the scope of duties as your legal rep- resentative. Until your legal representative is ap- pointed, anyone having proper temporary custody of your property will have your rights and duties but only with respect to that property. 71PKG8985003 2026 Pavement Maintenance Phase 1 NOTICE INVITING BIDS Project # 2026-101 Page 1 Notice Inviting Bids 1.Bid Submission. City of Cupertino (“City”) will accept sealed bids for its 2026 Pavement Maintenance Phase 1 Project (“Project”), by or before March 25, 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. 2.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 concrete sidewalk, curb, gutter, curb ramp, and valley gutter removal and replacement, monument preservation, digout repairs, asphalt grinding, asphalt overlay, adjustment of utility covers, replacement of traffic striping and legends, and replacement of traffic signal loop detectors. 2.2 Time for Final Completion. The Project must be fully completed within 60 calendar days from the start date set forth in the Notice to Proceed. City anticipates that the Work will begin on or about June 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 2026 Pavement Maintenance Phase 1 NOTICE INVITING BIDS Project # 2026-101 Page 2 the Work, including employer payments for health and welfare, pension, vacation, apprenticeship and similar purposes. 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 Publication Date: 3/6/26 END OF NOTICE INVITING BID 2026 Pavement Maintenance Phase 1 BID PROPOSAL Project # 2026-101 Page 3 Instructions to Bidders Each Bid Proposal submitted to the City of Cupertino (“City”) for its 2026 Pavement Maintenance Phase 1 Project (“Project”) must be submitted in accordance with the following instructions and requirements: 1. 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.gov/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.gov/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 1 BID PROPOSAL Project # 2026-101 Page 4 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 1”. 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 1 BID PROPOSAL Project # 2026-101 Page 5 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. 9. 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 joannej@cupertino.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 1 BID PROPOSAL Project # 2026-101 Page 6 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 1 BID PROPOSAL Project # 2026-101 Page 7 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 1 BID PROPOSAL Project # 2026-101 Page 8 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 1 BID SCHEDULE Project # 2026-101 Page 12 Addendum 1 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 CF = Cubic Feet CY = Cubic Yard EA = Each LB = Pounds LF = Linear Foot LS = Lump Sum SF = Square Feet TON = Ton (2000 lbs) BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT 1 Traffic Control 1 LS $ $ 2 1/2" HMA Type A 2,798 TN $ $ 3 Cold Plane and Remove 2” AC 15524 SY $ $ 4 Cold Plane and Remove 2.5” AC (Miramonte Cul de Sac) 584 SY $ $ 5 4" Digout 7638 SY $ $ 6 6" Digout 967 SY $ $ 7 9” Digout 230 SY $ $ Concrete Valley Gutter 1,290 SF $ $ Curb Ramp - Detail A88A Case A 9 EA $ $ Curb Ramp - Detail A88A Case B 1 EA $ $ Curb Ramp - Detail A88A Case C EA $ $ Curb Ramp - Detail A88A Case C (Extended Wings)3 EA $ $ Remove and Replace Curb and Gutter (Revocable)221 LF $ $ Remove and Replace Sidewalk (Revocable)500 SF $ $ Monument Preservation 19 EA $ $ Lower Monument Cover 19 EA $ $ Raise Monument Cover 19 EA $ $ Lower Sewer MH Cover 17 EA $ $ Lower Storm MH Cover 12 EA $ $ Lower Water Valve Cover 35 EA $ $ 2026 Pavement Maintenance Phase 1 BID SCHEDULE Project # 2026-101 Page 13 Addendum 1 BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT 21 Raise Sewer MH Cover 17 EA $ $ 22 Raise Storm MH Cover 12 EA $ $ 23 Raise Water Valve Cover 35 EA $ $ 24 Two-Way Blue Fire Hydrant Marker 6 EA $ $ 25 Existing Striping and Pavement Marking Tie-Down, Layout, and Documentation 1 LS $ $ 26 12" White Solid (Thermo) 267 LF $ $ 27 24" White (Thermo) 583 LF $ $ 28 Detail 9 1,693 LF $ $ 29 Striping Detail 22 1,326 LF $ $ 30 Striping Detail 38A 18 LF $ $ 31 Detail 38 219 LF $ $ 32 Striping Detail 39A 1,800 LF $ $ 33 Striping Detail 39 1,615 LF $ $ 34 Striping Detail 40 188 LF $ $ 35 Pavement Marking - Arrow Type IV (L) 8 EA $ $ 36 Pavement Marking - Arrow Type IV (R) 2 EA $ $ 37 Pavement Marking - Bike Rider Symbol w/arrow 7 EA $ $ 38 Pavement Marking – “STOP” Legend 7 EA $ $ 39 Green Preformed Thermoplastic Bike Lane Markings 2,740 SF $ $ 40 Traffic Signal Loops 44 EA $ $ 41 Cold Plane and Remove 3” AC 9473 SY $ $ * Final Pay Quantity TOTAL BASE BID: Items 1 through _____ 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. BIDDER NAME: ________________________________________________________________ Estimated Qunatities-2026 Pavement Management BID ITEM NO. BID ITEM Ralya Ct Twig Ln Westminster Ct Gascoigne Dr Scenic Ct Marcy Ct Cozette Ln Berkshire Ct Miramonte Rd Tantau Ave Rodrigues Ave Seeber Ct Sterling to End Tantau to End Salem to End Newsom to Wuderlich Scenic Cir to End Lauretta to End Tantau to End Salem to End Miramonte to Stevens Canyon Stevens Creek to 280 Hwy Blaney to Parkside Stelling to End 1 Traffic Control LS 1 - - - - - - - - - - - - 2 1/2 HMA Type A TN 2798 185 172 70 358 134 72 162 89 252 1030 175 98 3 Cold Plane and Remove 2" AC SY 15524 1703 1581 644 3294 1234 661 1489 820 1584 0 1613 901 4 Cold Plane and Remove 2.5" AC SY 584 0 0 0 0 0 0 0 0 584 0 0 0 5 4" Dig Out SY 7638 108 153 78 275 170 40 337 82 97 0 203 27 6 6" Dig Out SY 967 0 0 0 0 0 0 0 0 0 875 0 0 7 9" Dig Out SY 230 0 0 0 0 0 0 0 0 0 0 0 0 8 Concrete Valley Gutter SF 1290 0 0 0 0 0 0 0 0 0 0 0 0 9 Curb Ramp - Detail A88A Case A EA 9 0 0 0 0 0 0 0 0 0 4 0 0 10 Curb Ramp - Detail A88A Case B EA 1 0 0 0 0 0 0 1 0 0 0 0 0 11 Curb Ramp - Detail A88A Case C EA 8 1 0 0 0 2 0 0 0 0 0 0 0 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 3 0 0 2 0 0 0 0 0 1 0 0 0 13 Remove and Replace Curb and Gutter LF 221 21 0 0 0 0 0 0 0 0 0 0 0 14 Remove and Replace Sidewalk SF 500 15 Monument Preservation EA 19 1 1 2 4 3 1 0 1 1 0 4 1 16 Lower Monument Cover EA 19 1 1 2 4 3 1 0 1 1 0 4 1 17 Raise Monument Cover EA 19 1 1 2 4 3 1 0 1 1 0 4 1 18 Lower Sewer Manhole Cover EA 17 1 1 1 3 1 1 1 1 2 0 4 1 19 Lower Storm Manhole Cover EA 12 0 0 0 0 0 0 0 0 5 7 0 0 20 Lower Water Valve Cover EA 35 3 2 0 4 1 0 1 0 8 14 2 0 21 Raise Sewer Manhole Cover EA 17 1 1 1 3 1 1 1 1 2 0 4 1 22 Raise Storm Manhole Cover EA 12 0 0 0 0 0 0 0 0 5 7 0 0 23 Raise Water Valve Cover EA 35 3 2 0 4 1 0 1 0 8 14 2 0 24 Two-Way Blue Fire Hydrant Marker EA 6 1 0 0 0 0 0 0 0 2 3 0 0 25 Existing Striping and Pavement Marking tie-down, Layout and documentation LS 1 - - - - - - - - - - - - 26 12" White (Thermoplastic) LF 267 21 0 14 25 0 0 0 15 16 136 19 21 27 24" White (Thermoplastic) LF 583 0 0 0 0 0 0 0 0 0 583 0 0 28 Striping Detail 9 LF 1693 0 0 0 0 0 0 0 0 0 1693 0 0 29 Striping Detail 22 LF 1326 0 0 0 0 0 0 0 0 0 1326 0 0 30 Striping Detail 38A LF 18 0 0 0 0 0 0 0 0 0 0 18 0 31 Striping Detail 38 LF 219 0 0 0 0 0 0 0 0 0 219 0 0 32 Striping Detail 39A LF 1800 0 0 0 0 0 0 0 0 0 1800 0 0 33 Striping Detail 39 LF 1615 0 0 0 0 0 0 0 0 0 1615 0 0 34 Striping Detail 40 LF 188 0 0 0 0 0 0 0 0 0 188 0 0 35 Pavement Marking - Arrow Type IV (L) EA 8 0 0 0 0 0 0 0 0 0 8 0 0 36 Pavement Marking - Arrow Type IV (R) EA 2 0 0 0 0 0 0 0 0 0 2 0 0 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 7 0 0 0 0 0 0 0 0 0 7 0 0 38 Pavement Marking - "STOP" Legend EA 7 1 0 1 1 0 0 0 1 1 0 1 1 39 Green Preformed Thermoplastic Bike Lane SF 2740 0 0 0 0 0 0 0 0 0 2740 0 0 40 Traffic Signal loops EA 44 0 0 0 0 0 0 0 0 0 44 0 0 41 Cold Plane and Remove 3" AC SY 9473 0 0 0 0 0 0 0 0 0 9473 0 0 Unit Total Estimated Quantity Phase 1 Mill & HMA Overlay Estimated Qunatities-2026 Pavement Management BID ITEM NO. BID ITEM 1 Traffic Control LS 2 1/2 HMA Type A TN 3 Cold Plane and Remove 2" AC SY 4 Cold Plane and Remove 2.5" AC SY 5 4" Dig Out SY 6 6" Dig Out SY 7 9" Dig Out SY 8 Concrete Valley Gutter SF 9 Curb Ramp - Detail A88A Case A EA 10 Curb Ramp - Detail A88A Case B EA 11 Curb Ramp - Detail A88A Case C EA 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 13 Remove and Replace Curb and Gutter LF 14 Remove and Replace Sidewalk SF 15 Monument Preservation EA 16 Lower Monument Cover EA 17 Raise Monument Cover EA 18 Lower Sewer Manhole Cover EA 19 Lower Storm Manhole Cover EA 20 Lower Water Valve Cover EA 21 Raise Sewer Manhole Cover EA 22 Raise Storm Manhole Cover EA 23 Raise Water Valve Cover EA 24 Two-Way Blue Fire Hydrant Marker EA 25 Existing Striping and Pavement Marking tie-down, Layout and documentation LS 26 12" White (Thermoplastic) LF 27 24" White (Thermoplastic) LF 28 Striping Detail 9 LF 29 Striping Detail 22 LF 30 Striping Detail 38A LF 31 Striping Detail 38 LF 32 Striping Detail 39A LF 33 Striping Detail 39 LF 34 Striping Detail 40 LF 35 Pavement Marking - Arrow Type IV (L) EA 36 Pavement Marking - Arrow Type IV (R) EA 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 38 Pavement Marking - "STOP" Legend EA 39 Green Preformed Thermoplastic Bike Lane SF 40 Traffic Signal loops EA 41 Cold Plane and Remove 3" AC SY Unit Homestead Rd Homestead Rd Homestead Rd Homestead Rd Wolfe Rd South Bound near 280 Wolfe Rd South Bound near 280 Wolfe Rd South Bound near 280 Glencoe Dr & Greenleaf Dr Flora Vista Ave & Gardena Dr 22O' W/O Blue Jay Drive (1 Lane) 22O' W/O Blue Jay Drive (2 Lane) 400' W/O Blue Jay Drive (1st Turn Lane) Beginning of 2nd Turn Lane 130' S/O 280 Bridge Deck (2 Lane) 280 Bridge Deck (2 Lane) 280 Bridge Deck (Inner lane) South Crossing at Glencoe South Crossing at Flora Vista - - - - - - - - - 18 5 34 16 67 64 27 597 693 0 2 - - - - Phase 1 Valley GutterPhase 1 Dig Out Estimated Qunatities-2026 Pavement Management BID ITEM NO. BID ITEM 1 Traffic Control LS 2 1/2 HMA Type A TN 3 Cold Plane and Remove 2" AC SY 4 Cold Plane and Remove 2.5" AC SY 5 4" Dig Out SY 6 6" Dig Out SY 7 9" Dig Out SY 8 Concrete Valley Gutter SF 9 Curb Ramp - Detail A88A Case A EA 10 Curb Ramp - Detail A88A Case B EA 11 Curb Ramp - Detail A88A Case C EA 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 13 Remove and Replace Curb and Gutter LF 14 Remove and Replace Sidewalk SF 15 Monument Preservation EA 16 Lower Monument Cover EA 17 Raise Monument Cover EA 18 Lower Sewer Manhole Cover EA 19 Lower Storm Manhole Cover EA 20 Lower Water Valve Cover EA 21 Raise Sewer Manhole Cover EA 22 Raise Storm Manhole Cover EA 23 Raise Water Valve Cover EA 24 Two-Way Blue Fire Hydrant Marker EA 25 Existing Striping and Pavement Marking tie-down, Layout and documentation LS 26 12" White (Thermoplastic) LF 27 24" White (Thermoplastic) LF 28 Striping Detail 9 LF 29 Striping Detail 22 LF 30 Striping Detail 38A LF 31 Striping Detail 38 LF 32 Striping Detail 39A LF 33 Striping Detail 39 LF 34 Striping Detail 40 LF 35 Pavement Marking - Arrow Type IV (L) EA 36 Pavement Marking - Arrow Type IV (R) EA 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 38 Pavement Marking - "STOP" Legend EA 39 Green Preformed Thermoplastic Bike Lane SF 40 Traffic Signal loops EA 41 Cold Plane and Remove 3" AC SY Unit Addington Ct Ann Arbor Ave Ann Arbor Ave Castleton St Chadwick Pl Charsan Ln Clarkston Ave Clarkston Ave Columbus Ave Columbus Ave Columbus Ave Conradia Ct Corte Madera Ln Donegal Dr Regnart to End Lauretta to 120' S/O Hazelbrook 120' S/O to Hazelbrook to Greenleaf Wilkinson to Clarkston Castleton to End Rainbow to End Castleton to Flintshire Columbus to Castleton Maria Rosa to Linda Vista Vai to Bubb Bubb to Maria Rosa Bubb to End Mann to End Leeds to Primrose - - - - - - - - - - - - - - 394 255 431 46 31 8 27 54 27 265 812 11 65 589 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - - - - - - - - - - - - - - Phase 2 Dig Out Estimated Qunatities-2026 Pavement Management BID ITEM NO. BID ITEM 1 Traffic Control LS 2 1/2 HMA Type A TN 3 Cold Plane and Remove 2" AC SY 4 Cold Plane and Remove 2.5" AC SY 5 4" Dig Out SY 6 6" Dig Out SY 7 9" Dig Out SY 8 Concrete Valley Gutter SF 9 Curb Ramp - Detail A88A Case A EA 10 Curb Ramp - Detail A88A Case B EA 11 Curb Ramp - Detail A88A Case C EA 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 13 Remove and Replace Curb and Gutter LF 14 Remove and Replace Sidewalk SF 15 Monument Preservation EA 16 Lower Monument Cover EA 17 Raise Monument Cover EA 18 Lower Sewer Manhole Cover EA 19 Lower Storm Manhole Cover EA 20 Lower Water Valve Cover EA 21 Raise Sewer Manhole Cover EA 22 Raise Storm Manhole Cover EA 23 Raise Water Valve Cover EA 24 Two-Way Blue Fire Hydrant Marker EA 25 Existing Striping and Pavement Marking tie-down, Layout and documentation LS 26 12" White (Thermoplastic) LF 27 24" White (Thermoplastic) LF 28 Striping Detail 9 LF 29 Striping Detail 22 LF 30 Striping Detail 38A LF 31 Striping Detail 38 LF 32 Striping Detail 39A LF 33 Striping Detail 39 LF 34 Striping Detail 40 LF 35 Pavement Marking - Arrow Type IV (L) EA 36 Pavement Marking - Arrow Type IV (R) EA 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 38 Pavement Marking - "STOP" Legend EA 39 Green Preformed Thermoplastic Bike Lane SF 40 Traffic Signal loops EA 41 Cold Plane and Remove 3" AC SY Unit Dos Palos Ct Flora Vista Ave Galway Dr Gardenview Ln Greenleaf Dr Hazelbrook Dr Imperial Ave Imperial Ave Imperial Ave Lauretta Dr Leeds Ave Mann to End Hazelbrook to Greenleaf Barnhart to Prospect Mann to End Flora Vista to Castine Ann Arbor to Stelling 10290 Imperial to S End Stevens Creek to 315 Ft S/O Stevens Creek 315 Ft S/O Stevens Creek to 10290 Imperial Ann Arbor to Christensen Primrose to Donegal - - - - - - - - - - - 8 46 4 187 29 365 18 87 354 162 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - - - - - - - - - - - Phase 2 Dig Out Estimated Qunatities-2026 Pavement Management BID ITEM NO. BID ITEM 1 Traffic Control LS 2 1/2 HMA Type A TN 3 Cold Plane and Remove 2" AC SY 4 Cold Plane and Remove 2.5" AC SY 5 4" Dig Out SY 6 6" Dig Out SY 7 9" Dig Out SY 8 Concrete Valley Gutter SF 9 Curb Ramp - Detail A88A Case A EA 10 Curb Ramp - Detail A88A Case B EA 11 Curb Ramp - Detail A88A Case C EA 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 13 Remove and Replace Curb and Gutter LF 14 Remove and Replace Sidewalk SF 15 Monument Preservation EA 16 Lower Monument Cover EA 17 Raise Monument Cover EA 18 Lower Sewer Manhole Cover EA 19 Lower Storm Manhole Cover EA 20 Lower Water Valve Cover EA 21 Raise Sewer Manhole Cover EA 22 Raise Storm Manhole Cover EA 23 Raise Water Valve Cover EA 24 Two-Way Blue Fire Hydrant Marker EA 25 Existing Striping and Pavement Marking tie-down, Layout and documentation LS 26 12" White (Thermoplastic) LF 27 24" White (Thermoplastic) LF 28 Striping Detail 9 LF 29 Striping Detail 22 LF 30 Striping Detail 38A LF 31 Striping Detail 38 LF 32 Striping Detail 39A LF 33 Striping Detail 39 LF 34 Striping Detail 40 LF 35 Pavement Marking - Arrow Type IV (L) EA 36 Pavement Marking - Arrow Type IV (R) EA 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 38 Pavement Marking - "STOP" Legend EA 39 Green Preformed Thermoplastic Bike Lane SF 40 Traffic Signal loops EA 41 Cold Plane and Remove 3" AC SY Unit Meadowview Ln Merriman Rd Milford Dr Monte Ct Mount Crest Dr Mount Crest Pl Oakview Ln Pasadena Ave Plum Blossom Dr Poppy Wy Poppy Wy Poppy Wy Primrose Wy Mann to End Alcalde to Santa Lucia Castine to Anson Mann to End Linda Vista to Mount Crest Mount Crest to End Mann to End Granada to Stevens Creek Primrose to Jamestown 420 Ft S/O Rainbow to Plum Blossom 185 Ft S/O Rainbow to 420 Ft S/O Rainbow Plum Blossom to Barnhart Barnhart to Peach Blossom - - - - - - - - - - - - - 5 116 6 42 17 30 68 24 34 5 8 213 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - - - - - - - - - - - - - Phase 2 Dig Out Estimated Qunatities-2026 Pavement Management BID ITEM NO. BID ITEM 1 Traffic Control LS 2 1/2 HMA Type A TN 3 Cold Plane and Remove 2" AC SY 4 Cold Plane and Remove 2.5" AC SY 5 4" Dig Out SY 6 6" Dig Out SY 7 9" Dig Out SY 8 Concrete Valley Gutter SF 9 Curb Ramp - Detail A88A Case A EA 10 Curb Ramp - Detail A88A Case B EA 11 Curb Ramp - Detail A88A Case C EA 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 13 Remove and Replace Curb and Gutter LF 14 Remove and Replace Sidewalk SF 15 Monument Preservation EA 16 Lower Monument Cover EA 17 Raise Monument Cover EA 18 Lower Sewer Manhole Cover EA 19 Lower Storm Manhole Cover EA 20 Lower Water Valve Cover EA 21 Raise Sewer Manhole Cover EA 22 Raise Storm Manhole Cover EA 23 Raise Water Valve Cover EA 24 Two-Way Blue Fire Hydrant Marker EA 25 Existing Striping and Pavement Marking tie-down, Layout and documentation LS 26 12" White (Thermoplastic) LF 27 24" White (Thermoplastic) LF 28 Striping Detail 9 LF 29 Striping Detail 22 LF 30 Striping Detail 38A LF 31 Striping Detail 38 LF 32 Striping Detail 39A LF 33 Striping Detail 39 LF 34 Striping Detail 40 LF 35 Pavement Marking - Arrow Type IV (L) EA 36 Pavement Marking - Arrow Type IV (R) EA 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 38 Pavement Marking - "STOP" Legend EA 39 Green Preformed Thermoplastic Bike Lane SF 40 Traffic Signal loops EA 41 Cold Plane and Remove 3" AC SY Unit Phase 2 Curb Ramp Rose Garden Ln San Juan Rd Scenic Blvd Scenic Cir Stevens Creek Blvd Terrace Dr Tulita Ct Vai Ave Wild Flower Wy Wild Flower Wy Wilkinson Ave Yorkshire Stevens Creek Peach Blossom to Waterford Cordova to Stevens Canyon Carmen to End Scenic Blvd to Scenic Cir Pasadena to Bubb Bubb to Santa Teresa Flora Vista to End Bubb to Columbus Wild Flower Ct to De Anza Poppy Wild to Flower Ct Columbus to Collingsworth Sunderland to Stafford Foothill to Bubb - - - - - - - - - - - - - 4 6 383 457 0 8 22 43 19 174 57 9 0 0 0 0 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3 - - - - - - - - - - - - - Phase 2 Dig Out 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? A1. 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: 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 equivale nt 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 aris ing 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. Longshorem en'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 b y 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. I.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 i n 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 o ther 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. B. Upon request, all insurance correspondence, binders, policies, certificates and endorsements shall be sent to: 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 fr om 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 priva te 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 ob tain 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 o f the third-party performing the role of CIC; (ii) the scope of the services to be perfor med 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 re sponsible for (and shall timely pay such CIC for) its services. Railroad reserves the right to rescind any app roval 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 betwee n 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 unrecorde d 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, di scharge 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, maintai ning 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 Ra ilroad's own forces. As a part of Contractor's safety responsibilities, Contractor shall notify Railroad if Contractor determines that an y 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 train ed 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 Rail road 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 safet y 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, ATTORNEY'S, 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 (I) ANY WORK PERFORMED BY CONTRACTOR, OR (II) 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 o r 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 wri ting 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 agreem ents, 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. SECTION 21. SUBCONTRACTING. 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. PUBLIC WORKS DEPARTMENT CITY HALL 10300 TORRE AVENUE ~ CUPERTINO, CA 95014-3266 (408) 777-3354 ~ FAX (408) 777-3333 ADDENDUM NO. 3 2026 Pavement Maintenance Phase 1 BID OPENING: 2:00 P.M Tuesday April 7, 2026 ISSUED DATE: April 2, 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 Tuesday April 7, 2026. 2)Replace current “Bid Schedule" with revised “Bid Schedule” attached to this addendum. The quantity of HMA has been revised to reflect additional HMA on Tantau Ave. 3)Replace current “Estimated Quantities” with revised “Estimated Quantities” attached to this addendum. APPROVED BY: Jennifer Chu Acting City Engineer BID SCHEDULE Page 12 2026 Pavement Maintenance Phase 1 Project # 2026-101 Addendum 3 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 CF = Cubic Feet CY = Cubic Yard EA = Each LB = Pounds LF = Linear Foot LS = Lump Sum SF = Square Feet TON = Ton (2000 lbs) BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT 1 Traffic Control 1 LS $ $ 2 1/2" HMA Type A 3,313 TN $ $ Cold Plane and Remove 2” AC 15524 SY $ $ Cold Plane and Remove 2.5” AC (Miramonte Cul de Sac)584 SY $ $ 4" Digout 7638 SY $ $ 6" Digout 967 SY $ $ 9” Digout SY $ $ 8 Concrete Valley Gutter 1,290 SF $ $ 9 Curb Ramp - Detail A88A Case A 9 EA $ $ 10 Curb Ramp - Detail A88A Case B 1 EA $ $ 11 Curb Ramp - Detail A88A Case C 8 EA $ $ 12 Curb Ramp - Detail A88A Case C (Extended Wings) 3 EA $ $ 13 Remove and Replace Curb and Gutter (Revocable)221 LF $ $ 14 Remove and Replace Sidewalk (Revocable)500 SF $ $ 15 Monument Preservation 19 EA $ $ 16 Lower Monument Cover 19 EA $ $ 17 Raise Monument Cover 19 EA $ $ 18 Lower Sewer MH Cover 17 EA $ $ 19 Lower Storm MH Cover 12 EA $ $ 20 Lower Water Valve Cover 35 EA $ $ BID SCHEDULE Page 13 2026 Pavement Maintenance Phase 1 Project # 2026-101 Addendum 3 BID ITEM NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT COST EXTENDED TOTAL AMOUNT 21 Raise Sewer MH Cover 17 EA $ $ 22 Raise Storm MH Cover 12 EA $ $ 23 Raise Water Valve Cover 35 EA $ $ 24 Two-Way Blue Fire Hydrant Marker 6 EA $ $ 25 Existing Striping and Pavement Marking Tie-Down, Layout, and Documentation 1 LS $ $ 26 12" White Solid (Thermo) 267 LF $ $ 27 24" White (Thermo) 583 LF $ $ 28 Detail 9 1,693 LF $ $ 29 Striping Detail 22 1,326 LF $ $ 30 Striping Detail 38A 18 LF $ $ 31 Detail 38 219 LF $ $ 32 Striping Detail 39A 1,800 LF $ $ 33 Striping Detail 39 1,615 LF $ $ 34 Striping Detail 40 188 LF $ $ 35 Pavement Marking - Arrow Type IV (L) 8 EA $ $ 36 Pavement Marking - Arrow Type IV (R) 2 EA $ $ 37 Pavement Marking - Bike Rider Symbol w/arrow 7 EA $ $ 38 Pavement Marking – “STOP” Legend 7 EA $ $ 39 Green Preformed Thermoplastic Bike Lane Markings 2,740 SF $ $ 40 Traffic Signal Loops 44 EA $ $ 41 Cold Plane and Remove 3” AC 9473 SY $ $ *Final Pay Quantity TOTAL BASE BID: Items 1 through _____ 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. BIDDER NAME: ________________________________________________________________ Estimated Qunatities-2026 Pavement Management BID BID ITEM Ralya Ct Twig Ln Westminster Ct Gascoigne Dr Scenic Ct Marcy Ct Berkshire Ct Miramonte Rd Tantau Ave Ave Seeber Ct Sterling to End Tantau to End Salem to End Newsom to Wuderlich Scenic Cir to End End Tantau to End Salem to End Miramonte to Stevens Canyon Stevens Creek to 280 Hwy Blaney to Parkside Stelling to End 1 Traffic Control LS 1 ---------- -- 2 1/2 HMA Type A TN 3313 185 172 70 358 134 72 162 89 252 1545 175 98 3 Cold Plane and Remove 2" AC SY 15524 1703 1581 644 3294 1234 661 1489 820 1584 0 1613 901 4 Cold Plane and Remove 2.5" AC SY 584 0 0 0 0 0 0 0 0 584 0 0 0 5 4" Dig Out SY 7638 108 153 78 275 170 40 337 82 97 0 203 27 6 6" Dig Out SY 967 0 0 0 0 0 0 0 0 0 875 0 0 7 9" Dig Out SY 230 0 0 0 0 0 0 0 0 0 0 0 0 8 Concrete Valley Gutter SF 1290 0 0 0 0 0 0 0 0 0 0 0 0 9 Curb Ramp - Detail A88A Case A EA 9 0 0 0 0 0 0 0 0 0 4 0 0 10 Curb Ramp - Detail A88A Case B EA 1 0 0 0 0 0 0 1 0 0 0 0 0 11 Curb Ramp - Detail A88A Case C EA 8 1 0 0 0 2 0 0 0 0 0 0 0 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 3 0 0 2 0 0 0 0 0 1 0 0 0 13 Remove and Replace Curb and Gutter LF 221 21 0 0 0 0 0 0 0 0 0 0 0 14 Remove and Replace Sidewalk SF 500 15 Monument Preservation EA 19 1 1 2 4 3 1 0 1 1 0 4 1 16 Lower Monument Cover EA 19 1 1 2 4 3 1 0 1 1 0 4 1 17 Raise Monument Cover EA 19 1 1 2 4 3 1 0 1 1 0 4 1 18 Lower Sewer Manhole Cover EA 17 1 1 1 3 1 1 1 1 2 0 4 1 19 Lower Storm Manhole Cover EA 12 0 0 0 0 0 0 0 0 5 7 0 0 20 Lower Water Valve Cover EA 35 3 2 0 4 1 0 1 0 8 14 2 0 21 Raise Sewer Manhole Cover EA 17 1 1 1 3 1 1 1 1 2 0 4 1 22 Raise Storm Manhole Cover EA 12 0 0 0 0 0 0 0 0 5 7 0 0 23 Raise Water Valve Cover EA 35 3 2 0 4 1 0 1 0 8 14 2 0 24 Two-Way Blue Fire Hydrant Marker EA 6 1 0 0 0 0 0 0 0 2 3 0 0 25 LS 1 ---------- -- 26 12" White (Thermoplastic)LF 267 21 0 14 25 0 0 0 15 16 136 19 21 27 24" White (Thermoplastic)LF 583 0 0 0 0 0 0 0 0 0 583 0 0 28 Striping Detail 9 LF 1693 0 0 0 0 0 0 0 0 0 1693 0 0 29 Striping Detail 22 LF 1326 0 0 0 0 0 0 0 0 0 1326 0 0 30 Striping Detail 38A LF 18 0 0 0 0 0 0 0 0 0 0 18 0 31 Striping Detail 38 LF 219 0 0 0 0 0 0 0 0 0 219 0 0 32 Striping Detail 39A LF 1800 0 0 0 0 0 0 0 0 0 1800 0 0 33 Striping Detail 39 LF 1615 0 0 0 0 0 0 0 0 0 1615 0 0 34 Striping Detail 40 LF 188 0 0 0 0 0 0 0 0 0 188 0 0 35 Pavement Marking - Arrow Type IV (L)EA 8 0 0 0 0 0 0 0 0 0 8 0 0 36 Pavement Marking - Arrow Type IV (R)EA 2 0 0 0 0 0 0 0 0 0 2 0 0 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 7 0 0 0 0 0 0 0 0 0 7 0 0 38 Pavement Marking - "STOP" Legend EA 7 1 0 1 1 0 0 0 1 1 0 1 1 39 Green Preformed Thermoplastic Bike Lane SF 2740 0 0 0 0 0 0 0 0 0 2740 0 0 40 Traffic Signal loops EA 44 0 0 0 0 0 0 0 0 0 44 0 0 41 Cold Plane and Remove 3" AC SY 9473 0 0 0 0 0 0 0 0 0 9473 0 0 Unit Total Estimated Quantity Phase 1 Mill & HMA Overlay 2026 Pavement Maintenance Phase 1 ADDENDUM 3 Estimated Qunatities-2026 Pavement Management BID BID ITEM 1 Traffic Control LS 2 1/2 HMA Type A TN 3 Cold Plane and Remove 2" AC SY 4 Cold Plane and Remove 2.5" AC SY 5 4" Dig Out SY 6 6" Dig Out SY 7 9" Dig Out SY 8 Concrete Valley Gutter SF 9 Curb Ramp - Detail A88A Case A EA 10 Curb Ramp - Detail A88A Case B EA 11 Curb Ramp - Detail A88A Case C EA 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 13 Remove and Replace Curb and Gutter LF 14 Remove and Replace Sidewalk SF 15 Monument Preservation EA 16 Lower Monument Cover EA 17 Raise Monument Cover EA 18 Lower Sewer Manhole Cover EA 19 Lower Storm Manhole Cover EA 20 Lower Water Valve Cover EA 21 Raise Sewer Manhole Cover EA 22 Raise Storm Manhole Cover EA 23 Raise Water Valve Cover EA 24 Two-Way Blue Fire Hydrant Marker EA 25 LS 26 12" White (Thermoplastic)LF 27 24" White (Thermoplastic)LF 28 Striping Detail 9 LF 29 Striping Detail 22 LF 30 Striping Detail 38A LF 31 Striping Detail 38 LF 32 Striping Detail 39A LF 33 Striping Detail 39 LF 34 Striping Detail 40 LF 35 Pavement Marking - Arrow Type IV (L)EA 36 Pavement Marking - Arrow Type IV (R)EA 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 38 Pavement Marking - "STOP" Legend EA 39 Green Preformed Thermoplastic Bike Lane SF 40 Traffic Signal loops EA 41 Cold Plane and Remove 3" AC SY Unit Homestead Rd Homestead Rd Homestead Rd Homestead Rd Wolfe Rd South Bound near 280 Wolfe Rd South Bound near 280 Wolfe Rd South Bound near 280 Glencoe Dr & Greenleaf Dr Flora Vista Ave & 22O' W/O Blue (1 Lane) 22O' W/O Blue (2 Lane) Drive (1st Turn Lane) Beginning of 2nd Turn Lane Deck (2 Lane)(2 Lane) 280 Bridge Deck (Inner lane)at Glencoe at Flora Vista --------- 18 5 34 16 67 64 27 597 693 0 2 ---- Phase 1 Valley GutterPhase 1 Dig Out 2026 Pavement Maintenance Phase 1 ADDENDUM 3 Estimated Qunatities-2026 Pavement Management BID BID ITEM 1 Traffic Control LS 2 1/2 HMA Type A TN 3 Cold Plane and Remove 2" AC SY 4 Cold Plane and Remove 2.5" AC SY 5 4" Dig Out SY 6 6" Dig Out SY 7 9" Dig Out SY 8 Concrete Valley Gutter SF 9 Curb Ramp - Detail A88A Case A EA 10 Curb Ramp - Detail A88A Case B EA 11 Curb Ramp - Detail A88A Case C EA 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 13 Remove and Replace Curb and Gutter LF 14 Remove and Replace Sidewalk SF 15 Monument Preservation EA 16 Lower Monument Cover EA 17 Raise Monument Cover EA 18 Lower Sewer Manhole Cover EA 19 Lower Storm Manhole Cover EA 20 Lower Water Valve Cover EA 21 Raise Sewer Manhole Cover EA 22 Raise Storm Manhole Cover EA 23 Raise Water Valve Cover EA 24 Two-Way Blue Fire Hydrant Marker EA 25 LS 26 12" White (Thermoplastic)LF 27 24" White (Thermoplastic)LF 28 Striping Detail 9 LF 29 Striping Detail 22 LF 30 Striping Detail 38A LF 31 Striping Detail 38 LF 32 Striping Detail 39A LF 33 Striping Detail 39 LF 34 Striping Detail 40 LF 35 Pavement Marking - Arrow Type IV (L)EA 36 Pavement Marking - Arrow Type IV (R)EA 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 38 Pavement Marking - "STOP" Legend EA 39 Green Preformed Thermoplastic Bike Lane SF 40 Traffic Signal loops EA 41 Cold Plane and Remove 3" AC SY Unit Addington Ct Ann Arbor Ave Ann Arbor Ave Chadwick Pl Clarkston Ave Clarkston Ave Columbus Ave Ave Ave Conradia Ct Corte Madera Donegal Dr Regnart to End Lauretta to 120' S/O Hazelbrook 120' S/O to Hazelbrook to Greenleaf Wilkinson to Clarkston End Rainbow to End Castleton to Flintshire Castleton Maria Rosa to Linda Vista Vai to Bubb Bubb to Maria Rosa Bubb to End Mann to End Leeds to Primrose ------------ - - 394 255 431 46 31 8 27 54 27 265 812 11 65 589 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------ - - Phase 2 Dig Out 2026 Pavement Maintenance Phase 1 ADDENDUM 3 Estimated Qunatities-2026 Pavement Management BID BID ITEM 1 Traffic Control LS 2 1/2 HMA Type A TN 3 Cold Plane and Remove 2" AC SY 4 Cold Plane and Remove 2.5" AC SY 5 4" Dig Out SY 6 6" Dig Out SY 7 9" Dig Out SY 8 Concrete Valley Gutter SF 9 Curb Ramp - Detail A88A Case A EA 10 Curb Ramp - Detail A88A Case B EA 11 Curb Ramp - Detail A88A Case C EA 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 13 Remove and Replace Curb and Gutter LF 14 Remove and Replace Sidewalk SF 15 Monument Preservation EA 16 Lower Monument Cover EA 17 Raise Monument Cover EA 18 Lower Sewer Manhole Cover EA 19 Lower Storm Manhole Cover EA 20 Lower Water Valve Cover EA 21 Raise Sewer Manhole Cover EA 22 Raise Storm Manhole Cover EA 23 Raise Water Valve Cover EA 24 Two-Way Blue Fire Hydrant Marker EA 25 LS 26 12" White (Thermoplastic)LF 27 24" White (Thermoplastic)LF 28 Striping Detail 9 LF 29 Striping Detail 22 LF 30 Striping Detail 38A LF 31 Striping Detail 38 LF 32 Striping Detail 39A LF 33 Striping Detail 39 LF 34 Striping Detail 40 LF 35 Pavement Marking - Arrow Type IV (L)EA 36 Pavement Marking - Arrow Type IV (R)EA 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 38 Pavement Marking - "STOP" Legend EA 39 Green Preformed Thermoplastic Bike Lane SF 40 Traffic Signal loops EA 41 Cold Plane and Remove 3" AC SY Unit Ct Flora Vista Ave Galway Dr Gardenview Ln Greenleaf Dr Hazelbrook Dr Imperial Ave Imperial Ave Imperial Ave Lauretta Dr Leeds Ave Mann to End Hazelbrook to Greenleaf Barnhart to Prospect Mann to End Flora Vista to Castine Ann Arbor to Stelling 10290 Imperial to S End Stevens Creek to 315 Ft S/O Stevens Creek 315 Ft S/O Stevens Creek to 10290 Imperial Ann Arbor to Christensen Primrose to Donegal ----------- 8 46 4 187 29 365 18 87 354 162 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ----------- Phase 2 Dig Out 2026 Pavement Maintenance Phase 1 ADDENDUM 3 Estimated Qunatities-2026 Pavement Management BID BID ITEM 1 Traffic Control LS 2 1/2 HMA Type A TN 3 Cold Plane and Remove 2" AC SY 4 Cold Plane and Remove 2.5" AC SY 5 4" Dig Out SY 6 6" Dig Out SY 7 9" Dig Out SY 8 Concrete Valley Gutter SF 9 Curb Ramp - Detail A88A Case A EA 10 Curb Ramp - Detail A88A Case B EA 11 Curb Ramp - Detail A88A Case C EA 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 13 Remove and Replace Curb and Gutter LF 14 Remove and Replace Sidewalk SF 15 Monument Preservation EA 16 Lower Monument Cover EA 17 Raise Monument Cover EA 18 Lower Sewer Manhole Cover EA 19 Lower Storm Manhole Cover EA 20 Lower Water Valve Cover EA 21 Raise Sewer Manhole Cover EA 22 Raise Storm Manhole Cover EA 23 Raise Water Valve Cover EA 24 Two-Way Blue Fire Hydrant Marker EA 25 LS 26 12" White (Thermoplastic)LF 27 24" White (Thermoplastic)LF 28 Striping Detail 9 LF 29 Striping Detail 22 LF 30 Striping Detail 38A LF 31 Striping Detail 38 LF 32 Striping Detail 39A LF 33 Striping Detail 39 LF 34 Striping Detail 40 LF 35 Pavement Marking - Arrow Type IV (L)EA 36 Pavement Marking - Arrow Type IV (R)EA 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 38 Pavement Marking - "STOP" Legend EA 39 Green Preformed Thermoplastic Bike Lane SF 40 Traffic Signal loops EA 41 Cold Plane and Remove 3" AC SY Unit Meadowview Ln Merriman Rd Milford Dr Monte Ct Mount Crest Dr Mount Crest Pl Oakview Ln Pasadena Ave Plum Poppy Wy Poppy Wy Poppy Wy Primrose Wy Mann to End Santa Lucia Castine to Anson Mann to End Linda Vista to Mount Crest Mount Crest to End Mann to End Stevens Creek Primrose to Jamestown 420 Ft S/O Rainbow to Plum Blossom Rainbow to 420 Ft S/O Plum Blossom to Barnhart Barnhart to Peach Blossom ------------- 5 116 6 42 17 30 68 24 34 5 8 213 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------- Phase 2 Dig Out 2026 Pavement Maintenance Phase 1 ADDENDUM 3 Estimated Qunatities-2026 Pavement Management BID BID ITEM 1 Traffic Control LS 2 1/2 HMA Type A TN 3 Cold Plane and Remove 2" AC SY 4 Cold Plane and Remove 2.5" AC SY 5 4" Dig Out SY 6 6" Dig Out SY 7 9" Dig Out SY 8 Concrete Valley Gutter SF 9 Curb Ramp - Detail A88A Case A EA 10 Curb Ramp - Detail A88A Case B EA 11 Curb Ramp - Detail A88A Case C EA 12 Curb Ramp - Detail A88A Case C (Extended Wings) EA 13 Remove and Replace Curb and Gutter LF 14 Remove and Replace Sidewalk SF 15 Monument Preservation EA 16 Lower Monument Cover EA 17 Raise Monument Cover EA 18 Lower Sewer Manhole Cover EA 19 Lower Storm Manhole Cover EA 20 Lower Water Valve Cover EA 21 Raise Sewer Manhole Cover EA 22 Raise Storm Manhole Cover EA 23 Raise Water Valve Cover EA 24 Two-Way Blue Fire Hydrant Marker EA 25 LS 26 12" White (Thermoplastic)LF 27 24" White (Thermoplastic)LF 28 Striping Detail 9 LF 29 Striping Detail 22 LF 30 Striping Detail 38A LF 31 Striping Detail 38 LF 32 Striping Detail 39A LF 33 Striping Detail 39 LF 34 Striping Detail 40 LF 35 Pavement Marking - Arrow Type IV (L)EA 36 Pavement Marking - Arrow Type IV (R)EA 37 Pavement Marking - Bike Rider Symbol w/ arrow EA 38 Pavement Marking - "STOP" Legend EA 39 Green Preformed Thermoplastic Bike Lane SF 40 Traffic Signal loops EA 41 Cold Plane and Remove 3" AC SY Unit Phase 2 Curb Ramp Rose Garden Ln San Juan Rd Scenic Blvd Scenic Cir Stevens Creek Terrace Dr Tulita Ct Vai Ave Wy Wild Flower Wy Wilkinson Ave Yorkshire Stevens Creek Peach Blossom to Waterford Cordova to Stevens Canyon Carmen to End to Scenic Cir Pasadena to Bubb Bubb to Santa Teresa Flora Vista to End Bubb to Columbus Wild Flower Ct to De Anza Poppy Wild to Flower Ct Columbus to Collingsworth to Stafford Foothill to Bubb -- - -- - - ------ 4 6 383 457 0 8 22 43 19 174 57 9 0 0 0 0 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3 -- - -- - - ------ Phase 2 Dig Out 2026 Pavement Maintenance Phase 1 ADDENDUM 3 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 94 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 5 ‘Traffic Control Requirements’ of the Project Special Conditions. 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 road (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. (e)When asphalt keycuts remove any portion of a bike lane, warning signs including bike lane closed ahead, uneven pavement, and share the road signs shall be placed to provide advanced warning to bicyclists. The signs shall remain in place until final paving is complete and bike lane striping is replaced. 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. 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 Contractor shall submit the traffic control plan and have an approved traffic control plan prior to commencing work. Traffic control shall be planned for each individual lane closure with detail layouts of all signage locations. For all other locations, Contractor shall 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 95 provide traffic control plan indicating each specific street(s) to be worked on a daily basis and warning signage to be placed on adjacent streets to warn public of work areas. 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 time between tack coat and finish rolling. Contractor shall reserve sheriff deputies to assist with traffic control when working within 500’ of a signalized intersection. 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. Contractor shall supply two (2) programmable message boards each per arterial / collector street a minimum of two weeks in advance of any work at designated locations as advanced information signs. The message shall be pre-approved by the Engineer prior to programming. 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; before 8 a.m. and after 5 p.m., Monday thru Friday, or any day preceding a designated legal holiday; and when construction operations are not actively in progress on working days. During daily construction operations, there may be certain 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: Street Special Traffic Control Provision Stevens Creek Blvd. (Bubb – HWY 85) Wolfe Road Work to be completed at night between 9 PM and 6 AM. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 96 Collectors: Homestead Road Stevens Creek Blvd. (City Limit – Bubb) Tantau Avenue On four lane streets, one lane in each direction shall be maintained at all times streets, flagmen shall be used to maintain traffic flow. Works hours: 9:30 AM – 3:30 PM. Residential: Streets Near Schools: Traffic may be limited to only local traffic during the period between 8 a.m. and 5 p.m. Contractor school between the hours of 7:00 AM and 9:30 AM and 2:00 PM and 4:00 PM. Contractor is responsible for identifying locations of schools and planning haul route accordingly. Work hours shall be limited to 8:00 AM – 5:00 PM Work to be completed Saturday, Sunday or when school is out of session 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. 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. 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. In order to minimize the impact on local merchants, and residents, driveways shall not be blocked for 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. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 97 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, except as approved in writing by City. 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 opinion 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. 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 and changeable message boards), 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, the Special Provisions, these Technical Specifications, and as directed by the Engineer. 2.HOT MIX ASPHALT TYPE A (Bid Item Number 2) a.Item Requirement Work to be performed under this Section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to construct HMA including pavement replacement for overlays, pavement transitions and / or conforms, digouts and deeplift plugs. All such work shall conform to the applicable provisions of the State of California, Department of Transportation, Standard Specifications (Caltrans) dated 2010; these Technical Specifications; and the plans and typical sections. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 98 The Contractor shall submit a comprehensive QC plan for the work outlining the qualifications of the testing facilities and personnel. It shall conform to the Caltrans Quality Control Manual modified as applicable for the Standard Process. Daily reports shall be provided to the Engineer within 24 hours after completion of paving and shall be provided on Caltrans CEM forms. b.Scope All asphalt concrete materials shall be as specified in Section 39, “Hot Mix Asphalt”, of the 2010 Standard Specifications; these Technical Provisions; and the plans and typical sections. However, at the Contractor’s option, Superpave mix designs conforming to the 2018 Caltrans Standard Specifications will be acceptable as indicated herein. Mix Types 1/2-inch Type A HMA shall be used, unless otherwise noted below or directed by the Engineer. 3/8” Type A HMA for pavement placed around utilities once they are raised to grade. The cost of which shall be included in items to raise to grade. Binder Type The asphalt grade shall be PG 64-10 and shall conform to Subsection 92 of the Standard Specifications. Tack Coat Tack coat shall be utilized and will be emulsified asphalt Grade RS-1, RS-1h, SS- 1, or SS-1h and shall conform to Section 94, ‘Asphaltic Emulsions’, of the Standard Specifications. Contractor-Supplied Job Mix Formula (JMF) The contractor will be required to furnish the Engineer with a JMF for each type of asphalt concrete to be used on the project. The JMF shall include a list of material sources and a Certificate of Compliance signed by the material supplier or his representative indicating that the materials to be incorporated in the work fulfill the requirements of these specifications. This submission will be provided fifteen calendar days or ten working days prior to the start of work. If requested, the contractor will also provide aggregate and binder samples or a plant produced mix sample for mix design verification. The mix designs shall be prepared by laboratories and personnel with current Caltrans or AASHTO certification. JMFs shall be presented on forms CEM 3511, CEM 3512 and if available, CEM 3513. The JMF’s shall not older than 24 months. The JMF will have Production Startup tests with samples obtained from the first day of paving within the first 750 tons. No pre-verification of mixes will be performed. The contractor proceeds at their own risk until the production startup test results are reported as indicated herein. All mix shall conform to the requirements herein. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 99 The asphalt concrete mixtures shall conform to all of the provisions of the revised Section 39 of the Standard Specifications and to the following requirements: HMA Type A – PG 64-16 For Hveem mix designs, conform to the 2010 Standard Specifications for HMA mixes including the provisions as follows. Mixes shall be limited to 15% RAP content. For arterial and collector streets the asphalt concrete air void content shall be between 4% minimum and 5% maximum and the S-value (for 2010 HMA mixes) shall be 37 or greater. For 2015 or later Superpave mixes, the maximum rut depth at 15,000 passes shall be 10 mm using the average of both tracks. Mixes shall comply with current Caltrans mix design requirements or may conform to the CCPIC HMA-LG-Level 2 dated Sept. 13, 2021. For residential streets and collectors, the asphalt concrete air void content shall be between 3% minimum and 4.0% maximum and the S-value shall be 35 or greater. Delivery Tickets Each delivery ticket shall include information on the material type, binder type, oil content, and the mix design number. Material delivered to the project without such annotations shall be subject to rejection. CONSTRUCTION Surface Preparation The work shall consist of preparing the existing street surfaces prior to the commencement of paving. Such work shall include removing raised pavement markers, removing surface mounted concrete centerline dividers where applicable, removing thermoplastic traffic markings and legends, controlling nuisance water, sweeping, watering, and removing loose and broken asphalt concrete pavement and foreign material as specified in the Standard Specifications and these Technical Specifications, and as directed by the Engineer. Prior to cold planning, contractor shall drive all streets and identify any tree limbs or other vegetation that may need to be trimmed prior to work. Any street trees that require trimming shall be reported to the city arborist a minimum two weeks prior to the start of pavement grinding operations. Contractor shall be responsible for trimming private tree limbs as necessary to accommodate work. Such work shall be coordinated with the tree owner. Contractor is responsible for removing and clearing any vegetation damaged as a result of work prior to placing asphalt. Prime Coat No prime coat is required. Tack Coat Tack coat shall be applied to all existing asphalt concrete or Portland cement concrete surface to be paved over. The tack coat shall conform to the requirements in Section 39 of the Standard Specifications. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 100 All vertical edges to be paved against shall be tack coated. These include, but are not limited to, curb faces, gutter lips, swale edges, cross gutter edges, and asphalt concrete edges. Vertical edges shall be tack coated by hand wand or manually by brush. Tack coating vertical edges using a distributor truck shall not be allowed. The tack coat application shall not extend above the level of the finished surface by more than 1 inch. Gutter pans and curb faces not to be tack coated shall be protected by shields or other methods. Any overspray beyond the one inch shall be removed by means approved by the Engineer. Tack coat shall be applied per Section 39-1.09C. The tack coat for cold planed areas shall be double that of the existing pavement or leveling courses. The cold planed areas shall be tack coated first and then recoated when the entire pavement is tack coated. Existing curb faces and driveways shall be protected against disfigurement or discoloration from the asphalt materials including tracked tack coat. Residue of the material shall be removed from curb faces and driveways by sandblasting or other means acceptable to the Engineer. Cleaning shall be to the extent required by the Engineer. The CONTRACTOR shall be responsible for cleaning tack coat tracked onto decorative concrete crosswalks and thermoplastic legends and crossbars within the project limits and along truck haul routes used by the CONTRACTOR or his SUBCONTRACTORS. All haul routes for the work shall be designated. The haul routes shall be inspected by the City and CONTRACTOR prior to initiating work to photographically establish the existing conditions. Within 10 calendar days of completion of final paving, the City and CONTRACTOR shall reinspect the haul routes to determine the extent and locations of required cleaning. Cleaning shall be performed within 10 calendar days after the City delivers a written copy of the locations of required cleaning. Failure to meet this schedule, whether to reinspect or to perform cleaning, shall subject the CONTRACTOR to the payment adjustments provisions listed in paragraph 8.3 of the General Provisions. Cold Joints On paving days where the ambient temperature is below 60°F, cold joints, both longitudinal and transverse, shall be heated with a torch immediately prior to paving. Longitudinal joints may be heated using a heating device attached to the paver. Cold joints include previous passes placed more than three hours prior. All cold joints shall be tack coated. Leveling, Transitions, and Asphalt Concrete Fills A leveling course of variable thickness shall be placed and compacted prior to placing the surface course at locations where directed by the Engineer. The leveling course will be used to correct pavement irregularities such as rutting, variable cross slope, or variable longitudinal slope. The leveling course also prepares the existing surface for pavement fabric. Where two overlays of different thickness abut at a longitudinal joint, the Contractor shall add to the thinner section to match the thicker lift and provide a smooth transition and uniform cross-fall. Cold planing ridges or other rises in the pavement surface may be required by the Engineer. The Engineer will determine the exact limits and thickness of the leveling courses, asphalt concrete fills, and transitions. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 101 Layout The contractor shall layout and mark the location of the edges of the paving passes of the surface course to match the new layout of the lane lines. The layout shall be made at least 24 hours prior to paving. The layout shall be approved by the Engineer prior to paving. If the striping is to remain unchanged, the edges of the paving passes shall conform to existing lane edges. In all cases where practical, each lane shall be paved in a single pass. In tapered transition areas, the shoulder areas shall be paved first, then the through lane shall be hotlapped immediately after the shoulder paving. For paving which incorporates new quarterpoints or gradebreaks due to keycuts or other conditions, the contractor shall provide equipment capable of adjusting to the new surface profile at the appropriate locations. The profile adjustments shall be within twelve inches of the actual quarterpoint or gradebreak. Cross slopes adjacent to shoulders and ADA ramps shall be minimized to the extent feasible and shall not be less than 2% or exceed 5%. The cross slopes of the milled surface shall be verified to confirm that the completed paving surfaces meet these requirements. The contractor shall take sufficient measurements during laydown to assure that the full design asphalt concrete layer depth is provided at each quarterpoint, gradebreak, and transition. Failure to provide the design depth at these areas will result in rejection of the work. Correction of this rejected work will include milling out the new asphalt concrete from the road edge to the centerline or nearest inside lane line and repaving. The minimum length of the milled and corrected area shall be fifty feet. Asphalt Depth Asphalt thicknesses shall be as follows: arterial dig-outs – 9 inches; collector dig- outs – 6 inches; residential dig-outs – 4 inches. Cold plane and overlay thicknesses shall be 2 inches on residential streets, 2.5 inches on Miramonte Road, and 9 inches on Wolfe Road. Asphalt Dig Out – Safety Final lift (2” minimum) shall be in place within 24 hours of asphalt removal. Once the pavement is removed in asphalt removal and replacement areas, the Contractor shall diligently prosecute the work so that the deep lift of HMA is in place within the same working day. At no time shall there be a drop off greater than 0.1' (one-tenth of a foot) in the pavement overnight. Cold patch shall be used to make tapers conforming to this requirement. The cold patch shall be completely removed prior to paving the surface course. Thinning of surface course shall be not be used to meet this overnight requirement. No unnecessary delays shall be tolerated. By way of ascertaining and fixing the amount of damages, and not by way of penalty, the Contractor shall pay the City the sum of three hundred dollars ($300) per calendar day, for each excavated area that remains incomplete beyond the three calendar (3) day limit. Day one starts upon the initial removal. All liquidated damages in this Contract are cumulative. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 102 Tolerances The Contractor shall provide 10 or 12 foot straightedge for use by the inspector with the paving machine during paving operations. It shall be immediately available at all times that paving operations are in operation. The finished asphalt concrete surface shall be flush with, to 1/4 inch (0.020 feet or 6 mm) above, the gutter lips. The finished pavement surface shall not be lower than the gutter lips. The Contractor shall be within 5% of computed tonnage using the product of the measured area, design depth and average compacted unit weight in place. The Contractor shall monitor production and order material such that neither excess or insufficient material is provided. To assure completion of the paving at the end of the day, the City will pay for no more than 8 tons of excess and unused material. Rolling and Compaction Compaction of all HMA courses 0.15 feet (1.75 inches) or greater (including digouts) shall comply with the Standard Process density requirements. For leveling courses under, breakdown rolling shall consist of a single pass of a 8 ton (minimum) steel wheel roller, three coverages with a pneumatic roller followed by a finishing coverage with a steel wheel roller. Pneumatic rollers shall weigh between 8 and 12 tons and shall be equipped with side skirts to hold in heat. A minimum of two (2) pneumatic rollers with separate operators shall be provided. Pneumatic rollers shall have skirting to maintain the heat of tires. All required rollers (3 minimum) shall have full time operators. The three coverages of pneumatic rolling shall be completed prior to the pavement surface temperature falling below 200ºF as indicated with an infrared temperature gun. Failure to comply with this provision shall be cause to stop additional paving until the rolling is brought into compliance as indicated by the Engineer. At no time shall more than one roller be serviced (fuel or water) at a time. In lieu of the core testing indicated in the revised specifications referenced above, the following shall apply: The compaction shall be computed for each lot, with a maximum lot size of 500 tons. Each street segment of less than 500 tons shall be its own unique lot. Core density/nuclear gauge shall be done per CTM 375, ‘Determining the In-Place Density and Relative Compaction of Asphalt Concrete Pavement’. The average asphalt concrete density of each lot shall be between 92.0% and 96.0% of Maximum Theoretical Density. Individual test sites shall be between 91.0% and 97.0% of Maximum Theoretical Density. Core/nuclear densities shall be taken at a rate of no fewer than one core per 50 tons of mix. If compaction fails by nuclear methods, then core density/nuclear gauge correlation and/or core densities shall be used to establish compaction. When core density is used to determine compaction, cores that fall between 91.0% and 97.0% of Maximum Theoretical Density shall be paid for by the owner. Failing cores shall be paid for by the Contractor. If the core density testing produces both passing and failing cores, the cost will be prorated between the owner and Contractor. Compaction failing to meet the above criteria shall be subject to the payment reductions indicated in Section 39-2.03, “Reduced Payment Factors for percent of 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 103 Maximum Theoretical Density and the payment shall apply to each 500 ton lot: The deductions shall be based on the average of the lot and/or reductions for individual test locations. Drainage The Contractor shall inspect the proposed paving areas for potential drainage problems related to the paving work. This inspection shall be done prior to the preconstruction meeting and a list of areas of concern shall be provided at that meeting. The Engineer will provide direction as to how each area shall be constructed for drainage. A minimum of 10 calendar days shall be provided prior to paving. Within 3 days after completion of paving, the Contractor shall provide a water truck and traffic control as necessary to test any drainage areas of concern. Drainage problems shall be corrected by the Contractor as directed by the Engineer at no additional expense. Drainage problems are defined as birdbaths greater than ¼” in depth and/or greater than 3 feet in any dimension shall be corrected. Correction of drainage problems shall use an inferred heater to heat the asphalt. HMA shall be added or removed as necessary and the area compacted using a small vibratory roller if possible or vibraplates if inaccessible to a roller. All transverse construction joints shall be sand sealed upon completion of paving. c.Measurement & Payment Payment for ½” Hot Mix Asphalt Type A shall be made at the contract unit price per ton and shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, incidentals; and for doing all of the work involved in placing hot mix asphalt, including but not limited to surface preparation, applying tack coat and asphalt binder, spreading, rolling, and compacting, complete in place as detailed and as specified in these Technical Specifications. 3.COLD PLANING (Bid Item Numbers 3-4) a.Item Requirement Contractor shall furnish all necessary supervision, labor, materials, construction tools and equipment to complete asphalt removal and proper disposal at locations specified by the Engineer. b. Scope On residential streets the existing paving surface shall be cold planed to a average depth of 2 or 2.5 inches from gutter lip to gutter lip using cold planers equipped with grade control and shall be used to control the cold plane surface to maintain a finished paving cross slope at maximum of 2% in travel lanes, 5% at edge of pavement and a maximum of 4.5% adjacent to landings of ADA ramps. Grinding shall be in conformance with Section 42-2 of the Standard Specifications. Any sections of asphalt that becomes loose after cold planing shall be removed and replaced by the Contractor at the Contractor’s expense. Cold planning shall not be allowed more than 48 hours prior to scheduled paving operations without written authorization from the Engineer. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 104 Cold milling/wedge cutting machines shall be operated so as not to produce fumes or smoke. They shall be capable of planning/milling/wedge cutting the pavement without requiring the use of a heating device to soften the pavement during, or prior to, the cutting operation. All pavement edges shall be cut to a vertical edge to the specified milled depth. The Contractor may use milling machine, saw cutting, jackhammer, or other appropriate tools/equipment to cut the vertical edge in the pavement. Where cold planning against adjacent vertical curbs (such as median curbs) is required, the Contractor shall cold plane to within 1 inch of the existing curb face. Removal in areas inaccessible to equipment shall be removed by hand. The Contractor shall be responsible for maintaining all area within vehicle and pedestrian path of travel using cutback or other methods to prevent tire and suspension damage to vehicles and to prevent hazards to bicyclists and pedestrians. Uneven Pavement signs shall be placed and maintained by contractor until AC overlay is complete. If wedge cuts extend into a bike lane, the contractor shall close the bike lane and place advanced warning signs in conformance with the California MUTCD including “Bike Lane Closed” and “Share the Road” signs. Wedge cutting at corners, returns and hard to get areas shall be done with special grinding equipment capable of grinding such areas. Wedge cutting or grinding may encounter existing paving fabric on previously overlaid streets. Contractor is responsible for disposal in accordance with laws. No additional payment will be made for this condition. The same method shall be used on all structures that are left above the traveled asphalt surface (such as utility vaults). Key cuts shall include the removal of excess asphalt concrete materials or slurry seals on the surface of gutters, cross gutters or other concrete surface which abut the pavement surface. The asphalt concrete or slurry materials shall be removed by methods which do not damage, stain or chip the existing concrete surfaces. Heating with a torch and scraping with hand tools such as shovels is acceptable. When wedge cutting against standing curbs, the contractor shall either provide equipment which can cut to within 1 inch of the curb face or hand chip away the pavement between the edge of grinding and the curb face. c.Miramonte Road (cul-de-sac): The cul-de-sac for Miramonte Road shall receive a 2.5-inch grind and include a base repair treatment and any unsuitable material remediation in accordance with the scope provisions in Section 4 “ASPHALT REMOVAL – DIGOUT” d.Measurement & Payment Payment for Cold Plane and Remove 2” AC and Cold Plane and Remove 2.5” AC shall be made at the contract unit price per square yard. No payment shall be made for materials removed outside of the limits marked by the Engineer. The contract unit price paid shall include full compensation for furnishing all labor, material, equipment, tools, and all other incidentals necessary to perform the full scope of work as described above, for removal, legal disposal or as specified herein and as directed by the Engineer including the removal of excess materials form the gutter or other concrete surfaces. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 105 4.ASPHALT REMOVAL – DIGOUT (Bid Item Numbers 5-6) a.Item Requirement Contractor shall furnish all necessary supervision, labor, materials, construction tools and equipment, supplies to complete asphalt removal and proper disposal for digouts, at the specified depths indicated for each bid item, at each location marked by the Engineer. Asphalt concrete placed as part of dig out repairs shall be paid for under dig out Bid Items No. 5 and No. 6. No separate payment will be made for this work. b.Scope Areas designated by the Engineer shall be removed by asphalt milling to a depth of 4 to 9 inches at locations marked by the Engineer. On streets to be cold planned, digouts locations shall be marked by the engineer after initial cold planning is complete and the surface swept clean. Allow 4 hours for making by the engineer. The minimum width shall be six feet. Paving over digouts may not occur until the internal temperature of digout reaches 140 degrees Fahrenheit. Failed pavement to be removed is to be ground with an asphalt grinder to the limits marked and to the depth required of the area removed. All pavement edges shall be cut to a vertical edge to the specified milled depth. The Contractor may use milling machine, saw cutting, jackhammer, or other appropriate tools/ equipment to cut the vertical edge in the pavement. The Contractor shall make all arrangements for disposal of excavated materials. Excavated materials will contain asphalt concrete and may contain paving fabric. The Contractor shall lawfully dispose of the removed material off the project limits. All grinding materials, where practical, are to be loaded directly into trucks, stockpiling of materials onsite for any time length is not allowed. Disposal shall be the responsibility of the Contractor and is considered incidental to this bid item. The location of the disposal site must be approved by the Engineer. The material remaining in place, after removing surfacing and in some circumstances, base to the required depth, shall be graded to a plane, watered, and compacted to 95 percent relative compaction. After compaction and prior to the placing of asphalt concrete, all edges of the existing pavement shall receive a tack coat. Tack coat shall be SS-1 type using penetration grade 100-200 liquid asphalt base applied at the rate of 0.10 gallons per square yard, unless otherwise directed by the Engineer. The finished surface of the remaining material shall not extend above the grade established by the Engineer. Unsuitable Material - In the event that the underlying subbase material is unsuitable, it shall be excavated below the depth required above and disposed of. The limits of removal shall be designated by the Engineer and shall be in one-inch increments. Compensation shall be at a per inch price based on the bid price for a 4 inch deep asphalt digout divided by 4 for each additional inch of depth. Unsuitable material is defined as material the Engineer determines to be: a.Of such unstable nature as to be incapable of being compacted to specified density using ordinary methods at optimum moisture content; or 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 106 b.Too wet to be properly compacted and circumstances prevent suitable in-place drying prior to incorporation into the work; or c.Otherwise unsuitable for the planned use. Locations of asphalt to be removed have been field marked. Any existing improvements damaged by the Contractor’s asphalt digout operation shall be replaced at the Contractor’s sole expense. c.Measurement & Payment Payment for 4” Digout, 6” Digout, and 9” Digout shall be made at the contract unit price per square yard and as marked in the field by the Engineer. No payment shall be made for materials removed outside of the limits marked by the Engineer. The contract unit price paid shall include full compensation for furnishing all labor, material, equipment, tools, sweeping, and all other incidentals necessary to perform the full scope of work as described above for digouts, complete in place as detailed and as specified in these Technical Specifications. 5.CONCRETE IMPROVEMENTS (Bid Item Numbers 7-13) a.Item Requirements Contractor shall furnish all necessary supervision, labor, materials, construction tools and equipment to complete concrete sidewalk, curb, gutter, curb ramp, and valley gutter improvements complete in place, as required by these Technical Specifications and specified by the Engineer. b.Scope The work to be done is maintenance type work and consists, in general, of the removal and replacement of existing portland cement concrete curb & gutters, sidewalks, curb ramps, asphalt replacement adjacent to portland cement concrete work, flat work, and tree root barriers, as required. The work will also include installation of new valley gutters at locations specified below. The majority of the work consists of removal and replacement of portland cement concrete accessible ramps, curb, gutter and sidewalk where curb ramp upgrades are necessary. When it is necessary to remove pavement adjacent to the lip of the gutter, replacement of asphalt concrete pavement will be completed by the Contractor. Contractor shall complete all work in conformance with Sections 39, 73, 92 an d 94 of the State of California, Department of Transportation, Standard Specifications latest edition and the City Standard Details. MATERIALS PORTLAND CEMENT CONCRETE: Portland Cement Concrete shall be Class A concrete have one (1”) inch maximum combined aggregate grading, conforming to Section 90- 1.02C(4)(d) of the Standard Specifications. Concrete shall contain not less than six (6) sacks (564 pounds) of cementitious material per cubic yard. PORTLAND CEMENT: 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 107 All cement used shall be of one brand and shall conform to A.S.T.M. C150 Type II Supplementary Cementitious Materials shall conform to Section 90- 1.02B(3). Results of certified tests made by recognized testing laboratory shall be furnished by the cement manufacturer on request of the Engineer AGGREGATES: Aggregates for portland cement concrete shall conform to Section 90-2.02C of the State of California, Department of Transportation, Standard Specifications latest edition. Combined aggregate grading shall conform to the one (1”) inch maximum requirements of Section 90-1.02C(4)(d) of the State of California, Department of Transportation, Standard Specifications latest edition. No admixtures, accelerators, or retarders shall be allowed without the express approval of the Engineer. EXPANSION JOINTS: Expansion joints shall consist of prepared strips of three-eighths (3/8”) inch thick premolded joint filler conforming to the specifications of A.S.T.M. Designation: D-1751. CURING: All Portland cement concrete surfaces shall be cured using a Portland cement concrete curing compound No. 4 or 5 meeting the requirements of State of California, Department of Transportation, Standard Specifications Section 90- 1.03B(3)(b) of the latest edition of the State of California Standard Specifications. CONSTRUCTION METHODS SUBGRADE PREPARATION: (Portland Cement Concrete & Asphaltic Concrete) The existing material shall be excavated to the required depth per the City of Cupertino Standard Details or Caltrans Standard Plans (latest edition), as is applicable. The finished subgrade immediately prior to placing subsequent material thereon shall have a relative compaction of ninety a depth of 0.5 foot as determined by State of California Test Method No. 216.The subgrade shall be smooth and true to the required grade. Immediately prior to the placing of cushion for portland cement concrete, the subgrade shall be thoroughly saturated with water. Ponded water shall not be permitted. CUSHION: The base material underlying existing sidewalk, curb and gutter or other portland cement concrete improvements is considered acceptable for this work. The Contractor will be required to bring the material to the proper grade and to consolidate by watering. The project engineer will determine when the required moisture content has been obtained. If additional cushion material is required due to grade changes, base material uncontaminated by native soil from other locations or ¾” Class 2 aggregate base may be used. FORMS: Forms shall be smooth on the side placed next to the portland cement concrete, and shall have a true smooth upper edge and shall be sufficiently rigid to 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 108 withstand the pressure and tamping of fresh portland cement concrete without distortion. Timber forms shall be free from warping of deformation. All forms shall be thoroughly cleaned and coated with form oil to prevent the portland cement concrete from adhering to them. The depth of forms for back of curbs shall be equal to the full depth of the curb. The depth of face forms for portland cement concrete curbs shall be equal to the full face height of the curb. The gap between the bottom of the form and the subgrade shall not exceed 1 inch. Forms shall be set carefully to alignment and grade and shall be held rigidly in place by stakes, spreaders, or clamps, and shall be braced so that no displacement will occur during the working of the portland cement concrete. For other than short radius curves, timber forms shall be nominal two (2”) inch stock. All concrete placement shall be confined and no neat (earth confined) placement shall be allowed. When allowed by the engineer, concrete may be placed neatly against asphaltic concrete. Contractor is required to coordinate construction with the Public Works Inspector a minimum of 48 business hours in advance. Inspection of base material, concrete forms and dowels is required prior to pour. PLACEMENT: All portland cement concrete shall be used while fresh and before it has taken an initial set. Retempering any partially hardened portland cement concrete with additional water shall not be permitted. Where pavement or surfacing is to be placed around or adjacent to manholes, drop inlets, or catch basins, which will be located within traffic lanes, such structures shall not be constructed to final grade until after the pavement or surfacing has been placed around these locations. Portland cement concrete shall be poured continuously between joints and brought to the required section as the work progresses. JOINTS (CURB AND GUTTER): Expansion joints shall be installed at each side of structures and at the ends of curb returns. Weakened plane joints shall be constructed at ten (10’) foot maximum intervals. Weakened plane joints shall be cut to a minimum depth of one and one-fourth (1-1/4”) inch with a tool that leaves corners rounded and insures a free movement of the portland cement concrete at the joint. The joint shall have a minimum width of one-eighth (1/8th) inch and shall not exceed one-fourth (1/4”) inch. JOINTS (SIDEWALK): Expansion joints shall be constructed at all returns and opposite expansion joints in adjacent curb. Where curb is not adjacent, expansion joints shall be constructed at intervals of sixty (60’) foot maximum intervals and opposite weakened plane joints in adjacent curb. Joints shall be constructed at right angle to the line of curb and to the same depth and width as for curb and gutter. Score line shall be made with a scoring tool which will make a rounded line of uniform width and depth of one-fourth (1/4”) inch. A score line parallel to the face of curb shall be constructed six (6”) inches from the face of the curb. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 109 TOLERANCE: The top and face of the curb and gutter, the flowline of the curb and gutter, and the surface of the sidewalk shall not vary more than one-fourth (1/4”) inch for the edge of an eight (8’) foot straight edge when placed against the surface, except at grade changes or curves. FINISH: Fresh portland cement concrete shall be struck off and compacted until a layer of mortar has been brought to the surface. The surface shall be finished to grade and cross section with a float, troweled smooth, and finished with a broom. The finish and texture of the portland cement concrete shall be approved by the Engineer. Portland cement concrete adjacent to expansion joints shall be finished with an edger tool. Brooming shall be transverse to the line of traffic. HMA PLACEMENT: All asphalt replacement area finish surfaces must be smooth, uniform and match existing grades. Application of asphalt and asphaltic emulsion must be neat, with surrounding areas kept clean. Asphalt replacement thickness shall be 6 inches. The HMA shall be placed in two lifts with the top lift no less than 1-3/4 inches thick. The HMA shall be placed using the Method Specification for compaction as amended in writing by the Engineer prior to the work. Any broken edges of existing pavement shall be sawcut immediately prior to paving. Tack coat shall be placed on the vertical edges of both the existing HMA and concrete prior to the base course paving and again prior to the paving of the surface course. TREE ROOTS & TREE DAMAGE Contractor shall notify the Engineer of any roots discovered which are larger than two inches in diameter. No root larger than 2 inches in diameter shall be removed without expressed permission from the City Engineer and the Tree/Right of Way Supervisor (Jonathan Ferrante 408.777.3343). Where work occurs adjacent to or over tree roots, the roots shall be removed to a minimum depth of six inches (6") below the bottom or side of the new portland cement concrete. Root removal shall be achieved by mechanical root pruning, supersonic air tool root pruning, or approved equal. Cuts on tree roots and barks or skins or cuts on trees shall be treated with an acceptable sealer and growth inhibitor such as Tre-hold. Payment for this work shall be considered as included in the price for removal and replacement. ROOT BARRIER Linear root barriers shall be used when concrete hardscape is placed within six feet (6’) of any tree in any direction. Eighteen inch root barriers shall be used when tree is located adjacent to new curb and gutter. All root barriers shall be made of high density, high impact plastic, shall have a minimum thickness of 0.085” and shall be installed according to manufacturer’s specifications. The length of the root barrier shall extend five times the diameter of the tree trunk each direction measured from the centerline of the tree’s trunk or, entire length of repair, whichever is less. REMOVAL OF PARK STRIP IMPROVEMENTS 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 110 At some locations, it will be necessary to remove existing concrete improvements made by property owners in the public right of way. If such removals are necessary, the limit of removal shall be sawcut to full depth of the existing concrete. After removal and construction of the new concrete facilities, the remaining area shall be backfilled with topsoil approved by the Engineer. EXISTING IMPROVEMENTS Where irrigation systems, landscaping, fences, mailboxes, signs, and other improvements exist adjacent to the work, the Contractor shall use reasonable caution to ensure that no damage is caused. If damage to these improvements does occur, the Contractor shall replace them in kind or with an acceptable substitute, at the Contractor’s expense. When repairs to sidewalks and driveways adjacent to the property line occur, there may be instances where on-site flat work (driveways and walkways) on private property will: 1.Interfere with the repair of existing public improvements. 2.Be incompatible with the new sidewalk, curb, and gutter grades. 3.Be out of repair to the extent that the hardscape is hazardous to pedestrian traffic. 4.Present a restriction to the street tree's natural growing space. In these situations, it may become necessary for the City's Contractor to remove and replace portions of the on-site flat work. The costs for the removal and replacement of private Portland cement concrete improvements will be paid at contract unit prices. The costs for removal and replacement of private improvements other than Portland cement concrete and/or asphalt will be negotiated on a case-by-case basis with the Engineer. On-site removal and replacement will occur only as directed by the Engineer, and no extension of quantities will be allowed without prior approval. For decorative hardscape and landscape areas (parkstrip Portland cement concrete, mow strips, etc.), the cost for the replacement of voluntary and private improvements within the public right-of-way shall remain the sole responsibility of the abutting property owner. In no instance shall the replaced hardscape be within three feet (3') of the base of any street tree, present a restriction to the natural growth of the street tree, or interfere with any public utility within the parkstrip. All such work shall require a permit from the City of Cupertino, separate from this project. CLEANUP AND BACKFILLING The construction area shall be kept neat and safe. Forms shall be removed from the edge of Portland cement concrete within two (2) days and be kept in neat piles, not scattered about, and nails in boards shall be turned under, bent over, or removed. Removed nails shall be cleaned up and removed from the site. After forms are removed, Portland cement concrete edges shall be backfilled and raked smooth with clean and suitable topsoil. Said topsoil material shall also be used to backfill and bring to an acceptable grade any area where Portland cement concrete or other paving material is removed but not replaced. The Contractor shall clean all areas occupied by him in connection with the work, and the entire area shall be left in a neat, clean, and presentable condition within seven days of completion. All asphalt replacement and deep lift asphalt concrete plugs shall be completed and brought to finish grade with asphaltic concrete within fourteen (14) calendar days of removal. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 111 Upon removal of forms, all edges of concrete are to be backfilled. When the edge is the lip of the gutter, backfill material will be compacted Class II aggregate base or asphalt concrete. Any residue left from said cutting operations shall be cleaned and removed per the Nonpoint Source Pollution Control Best Management Practices. All cleanup shall be performed as required by the Engineer. WORK AREAS The Engineer, whenever possible, will arrange the work so that all of the work required to be done in a section of the City will be scheduled continuously. Any concrete removed must be replaced by end of same business week. No open excavations will be allowed over weekends or holidays. The Engineer shall have the right to limit the amount of removed concrete which may be opened or partly opened at any time. The majority of work items will occur on various residential streets throughout the City with parking on either side of the street and a 25 miles per hour speed limit. All other work will occur on arterial / collector streets. CURB RAMP LOCATIONS Curb ramps designated for removal and replacement shall be upgraded to meet ADA standards per Caltrans Standard Plan A88A. The layout and location of each curb ramp shall be confirmed by the Engineer prior to demolition of any ramp or return. Prior to the concrete pour, the Engineer shall verify the formwork grades to ensure compliance with ADA slope and landing requirements. All ramps shall include detectable warning surfaces in accordance with current ADA standards, and all dimensions (width, slope, flare, landing) shall comply with Caltrans and ADA requirements. At the intersections of Westminster Court and Salem Avenue (two curb ramps: southeast and southwest corners) and Miramonte Road and Stevens Canyon Road (one curb ramp: northeast corner), the existing street topography is steep. These locations may require extending the ramp wings to the maximum allowable length to meet ADA slope requirements. The following is a list of street locations and ramp types required for upgrade: Case A: •N. Tantau Avenue and Stevens Creek Blvd: northwest corner •N. Tantau Avenue and Vallco Parkway: southwest corner •N. Tantau Avenue and Vallco Parkway: southwest corner •N. Tantau Avenue and Vallco Parkways: southeast corner •Stevens Creek Boulevard and Phar Lap Drive: northwest corner •Stevens Creek Boulevard and Pasadena Ave: northeast corner •Stevens Creek Boulevard and Imperial Ave: northeast corner •Stevens Creek Boulevard and Bubb Rd: northeast corner •Stevens Creek Boulevard and Bubb Rd: southwest corner Case B: •Cozette Lane and Tantau Avenue: south corner Case C: •Ralya Court and Sterling Blvd: northwest corner •Scenic Circle and Scenic Circle: southwest corner 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 112 •Scenic Circle and Scenic Circle: southwest corner •Flora Vista and Gardena Drive: southwest corner •Flora Vista and Gardena Drive: southeast corner •Greenleaf Drive and Glencoe Drive: southeast corner •Stevens Creek Boulevard and Orange Avenue: northeast corner •Stevens Creek Boulevard and Orange Avenue: southeast corner •Stevens Creek Boulevard and Bubb Road: southeast corner Case C (Extended Wings): •Westminster Court and Salem Avenue: southwest corner •Westminster Court and Salem Avenue: southeast corner •Miramonte Road and Stevens Canyon Road: northeast corner VALLEY GUTTER LOCATIONS New concrete valley gutters shall be installed at the locations noted below and as shown in the exhibit attached to the project appendix. The Contractor shall perform a preliminary layout and provide grade elevations for the new valley gutter flow line prior to the demolition of any existing improvements at the intersections. Once the layout and elevations are confirmed by the Engineer, the Contractor may proceed with demolition and placement of formwork. Prior to the concrete pour, the Engineer shall verify the formwork grades to ensure proper positive drainage toward the downstream end of the street. All valley gutters shall be constructed in accordance with City of Cupertino Standard Detail 1-18, or as otherwise approved by the Engineer. Contractor shall note that all conforming pavement adjacent to the valley gutter shall be included in the contract unit price per square foot, as paid under bid item #7 – Concrete Valley Gutter. No separate payment shall be made for conforming pavement removal or replacement. The following is a list of street locations requiring the installation of new valley gutters where one does not currently exist: •Glencoe Drive and Greenleaf Drive •Flora Vista Avenue and Gardena Drive c.Measurement and Payment Payment shall be per unit specified below and shall be considered full compensation for furnishing all materials, equipment, labor, safety, cleanup and all work incidental thereto. Payment for Concrete Valley Gutter shall be made at the contract unit price per square foot. The contract unit price paid shall include full compensation for furnishing all labor, material, equipment, tools, and all other incidentals necessary to install concrete valley gutters complete in place, including but not limited to sawcutting, the removal and replacement of existing sidewalks, curbs, and gutters, conform paving to transition to existing surfaces as directed by the Engineer, grading, filling, and compaction of both sub-base and base materials, placement of rebar, and all other requirements specified in City Standard Detail 1-18 and in these Technical Specifications. Payment for Curb Ramp – Detail A88A Case A, B, and C shall be made at the contract unit price per each. The contract unit price paid shall include full compensation for furnishing all labor, material, equipment, tools, and all other 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 113 incidentals necessary to install various curb ramp cases per Caltrans Standard Detail A88A complete in place, including but not limited to sawcutting and removal of existing improvements, construction of subgrade, placement of cushion material, installation of detectable warning surface, and retaining curbs behind curb ramps, and all other requirements specified in these Technical Specifications. Each curb ramp shall also include up to 100 square feet of sidewalk removal and replacement and 20 linear feet of curb and gutter removal and replacement to conform to existing conditions. If additional sidewalk, curb, or gutter removal and replacement is required to achieve proper conform, such work shall be paid at the contract unit price for sidewalk removal/replacement (Bid Item #12) or curb and gutter removal/replacement (Bid Item #13), subject to review and approval by the Engineer. All such additional work shall be considered incidental to the curb ramp unit unless approved otherwise. Payment for Curb Ramp – Detail A88A Case C (Extended Wings) shall be made at the contract unit price per each. The contract unit price paid shall include full compensation for furnishing all labor, material, equipment, tools, and all other incidentals necessary to install Case C curb ramps per Caltrans Standard Detail A88A which included extended ramp wings, complete in place, including but not limited to sawcutting and removal of existing improvements, construction of subgrade, placement of cushion material, installation of detectable warning surface, and retaining curbs behind curb ramps, and all other requirements specified in these Technical Specifications. Each curb ramp shall also include up to 100 square feet of sidewalk removal and replacement and 20 linear feet of curb and gutter removal and replacement to conform to existing conditions. If additional sidewalk, curb, or gutter removal and replacement is required to achieve proper conform, such work shall be paid at the contract unit price for sidewalk removal/replacement (Bid Item #12) or curb and gutter removal/replacement (Bid Item #13), subject to review and approval by the Engineer. All such additional work shall be considered incidental to the curb ramp unit unless approved otherwise. Payment for Remove and Replace Curb and Gutter (Revocable) shall be made at the contract unit price per linear foot. The contract unit price paid shall include full compensation for furnishing all labor, material, equipment, tools, and all other incidentals necessary to remove and replace curb and gutter, complete in place, including but not limited to removal of existing curb and gutter, deep lift asphalt concrete plug, grading, filling, and compaction of both sub-base and base material if necessary, dowel to existing, and construction of new curb and gutter per City Standard Detail 1-16 and all other requirements specified in these Technical Specifications. Payment for Remove and Replace Sidewalk (Revocable) shall be made at the contract unit price per square foot. The contract unit price paid shall include full compensation for furnishing all labor, material, equipment, tools, and all other incidentals necessary to remove and replace sidewalk, complete in place, including but not limited to removal of existing sidewalk, removal of street pavement if necessary, grading, filling, and compaction of both sub-base and base material if necessary, rebar, dowel to existing, and construction of new sidewalk per City Standard Detail 1-19 and all other requirements specified in these Technical Specifications. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 114 6.SURVEY MONUMENT PRESERVATION (Bid Item Numbers 14-16) a.Item Requirement The Contractor shall ensure that the existing survey monuments are preserved in full compliance with California Business and Professions Code, Chapter 15, 8771. To comply with this Section, the Contractor shall engage the services of a Licensed Land Surveyor. b.Scope The number and character of the survey monuments shown in the bidding documents are approximate only. They serve to provide bid pricing comparisons and the number may be increased, reduced, or eliminated entirely as needed and shall not constitute a basis for claim by the Contractor for extra payments or damages. Prior to asphalt removal, The Contactor’s licensed surveyor shall prepare an initial list of existing survey monuments within the limits of work. This list shall be compiled from the record map index available on the Santa Clara County Surveyor webpage. The list shall include street name, monument type as shown on the record map, record map book and page, and approximate location of monument. This initial list of monuments shall be reviewed by the Contractor’s licensed land surveyor for completeness, modified as required, and submitted to the engineer for review and approval prior to the pre-construction meeting. After the Engineer approves monument list, contractor shall perform a field visit and ascertain for each monument, the type of monument from the following list. Type Nomenclature Description / Definition A Standard Street Survey Monument Readily found on the surface of the existing roadway with frame B Non Standard Survey Monument A monument on the surface of the existing roadway without frame and cover such as Iron Pipe Monument C monument or iron pipe monument) not readily found on the existing roadway surface typically due to earlier overlay work. Further surveyor investigation required to determine whether they exist or *NF = Not Found. The final list of monuments shall be submitted to the Engineer for approval. Following approval of the final list and classification of monument type, the 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 115 Contractor’s Licensed Land Surveyor, in coordination with the contractor, shall make every effort to find all previously “Not Found” monuments, using GPS navigation to points on the record maps, metal detector use, and direct measurements from Found monuments. If the surveyor determines the previously Not Found monument has potential to be located and should be recovered, the Licensed Land Surveyor shall notify the City and Contractor. Upon approval of City, Contractor shall furnish the labor, equipment, and traffic control to carefully expose the survey monument under the supervisions of the Licensed Land Surveyor to ensure the monument is not disturbed, and immediately reference it as above Contractor’s Surveyor shall field reference all monuments from the list and file timely Pre-Construction Corner Records with the County Surveyor. Surveyor shall reference the location of existing monuments with sufficient control points to locate after final paving operations are completed. Prior to construction, contractor shall submit an updated list of survey monument identifying all monuments that were attempted to be located, and identifying if each monument was found or “Not Found”. Corner Records are the factual basis for: 1.Confirming that an existing monument was not disturbed during construction, and/or 2.Providing the precise location for installing a new Street Survey Monument, and/or 3.Documenting that a monument did not exist at the time of construction. The schedule for the submittal of Corner Records to the County Surveyor by the Contractor’s License Land Surveyor is as follows: For found monuments (All Types above) Pre-Construction Corner Records shall be submitted a minimum of ten (10) working days before construction commences on a specific roadway segment. For “Not Found” monuments (Types C above) the Pre-Construction Corner Records shall be submitted to indicate the monument was searched for but not found. After paving is complete and monument cover is raised to new grade, the Contractor’s Surveyor shall perform field review to determine if any monuments have been disturbed. Filing a Post-Construction Corner Records shall only be required for monuments which have been disturbed or have undergone a “change in character”, such as replacing an iron pipe with a Standard monument. Submittal of Post-Construction Corner Records shall be made to the County Surveyor within ten (10) days of completion of the Contractor’s last work affecting the final roadway surface. The project shall not be accepted until the Post Construction Corner Records have been approved by the County Surveyor. For Type A Monuments, Contractor shall protect in place existing brass marker and concrete core. Do not adjust to final grade until the adjacent pavement or surfacing is complete. Adjust frame and cover. Complete permanent paving or surfacing surrounding the cover before opening the lane to traffic. c.Measurement and Payment 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 116 Payment for locating buried monuments shall be paid per each monument approved by city to be located and uncovered. Preparing and submitting for review the list of all existing survey monuments within the limits of work, performing the field visit and ascertaining the type of monument, and filing pre-construction corner records only shall be paid for under the “Monument Preservation” bid item. The “Monument Preservation” bid item shall be measured and paid per each monument on the submitted list of monuments within the limits of pavement work, and shall include all necessary research, preparing and submitting for review the list of all existing survey monuments within the limits of work, performing the field visit and ascertaining the type of monument, referencing the location of existing monuments with sufficient control points, filing pre-construction corner records, and performing post construction field review to determine if monuments have been disturbed. Surveyor shall be responsible for costs of filing and recording corner records with County of Santa Clara The Contractor shall lower and raise all found and recovered Street Survey Monuments to grade. This work shall be paid for with the Lower Monument Cover and Raise Monument Cover bid item numbers 15-16, and shall be paid for per each monument and their cover adjusted. The Contractor shall replace broken standard survey monument covers as necessary This work shall be paid for as part of the Monument Preservation bid item. Enforcement and Penalty for Non-Compliance For each existing Survey Monument which was destroyed or moved from its original location by the Contractor without benefit of a properly referenced and Pre-Construction Corner Record filed, a fee of $5,000 will be imposed, this being the cost for the City Surveyor to resurvey and reliably reestablish the monument’s former location. 7.ADJUST UTILITY IRON (Bid Item Numbers 17-22) a.Item Requirement This work shall consist of raising or adjusting existing utility facilities such as manholes, valve boxes, sewer clean-outs, and monitoring well covers to the finish grade of the resurfaced asphalt pavement. Facilities located in areas to be cold planed or keycut shall be lowered first and then adjusted to finish grade after completion of the resurfacing work. All such work shall conform to the applicable provisions of the State of California, Department of Transportation, Standard Specifications (Caltrans) dated 2010; these Technical Provisions; typical sections; and as directed by the Engineer. b.Scope CONSTRUCTION Notification Non-city owned utilities exist within the limits of construction and may be included in the quantity for adjusting utility covers to grade as part of this contract. If this 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 117 work is included, the Contractor shall be responsible for contacting owners of non-city owned utilities seven (7) days prior to beginning work to inform them of the construction schedule. Non-city owned utilities may include, but not be limited to, San Jose Water Company, California Water Company, Cupertino Sanitary District, Sunnyvale Sanitary District, PG & E, and Pacific Bell/AT&T. Preparation The Contractor shall properly locate and tie all existing facilities to be raised in advance of paving operations. Each facility is to have a minimum of two tie off points. A copy of all utility cover tie-down measurements for each utility cover on each street in the project shall be supplied to the City representative prior to the commencement of any resurfacing work. Protection of Facilities Prior to lowering operations, sanitary and storm systems shall be protected by plywood covers. Plywood covers shall be a minimum of ½” thick, cut to fit the inside of the manhole, and remain in the manhole until all work is complete. Other facilities are to commensurately be protected from falling debris. Care shall be taken to keep frames and covers clean. The Contractor shall completely protect with heavy plastic or other suitable material all utility covers or other items which are visible on the surface and will be covered by his operations. This shall be completed prior to the start of operations and approved by the Engineer. Any materials that adhere to the frames and covers shall be removed. Temporary Patching On streets to be cold planed or keycut, all utility covers within the planing limit shall be lowered prior to milling. Lowered utility lids shall be temporarily patched using a cold-patch asphaltic material. Patches shall be made to be flush with the adjacent pavement surface. Contractor shall keep on hand sufficient patching material to continuously maintain all patches and correct any which shift or otherwise deteriorate prior to milling. Shifted or dislodged patches which constitute a drop of .10 feet or greater shall be repaired the same day that the problem is brought to the Contractor’s attention. Adjustment Facilities damaged by the Contractor shall be replaced at the Contractor’s expense. Facilities (box and lid or frame and cover) found existing in a damaged condition, and reported to the Engineer before disturbing, shall be replaced by the Contractor with materials furnished by the Owner. Tolerances The concrete around adjusted facilities shall be left 1-1/2 inches lower than the adjacent pavement. The concrete surface and all asphalt edges shall be tack coated with 0.10 gallons per square yard and paved with 3/8 inch Type A HMA. Immediately after placement, the surface shall be sand sealed. Excessive sand on the surface after sealing shall be removed by the Contractor, as directed by the City Engineer. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 118 The surface of the adjusted facilities shall be true to the new pavement surface to within 1/8 inch deviation. This tolerance shall apply in a single direction only, either up or down. In addition, the adjusted facility shall not vary to the high tolerance on one side and the low tolerance on the other (i.e. the total aggregate tolerance on both sides shall be limited to the 1/8 inch variation). This variation shall apply to the adjacent patch paving around the facility as well, such that neither the paving nor facility vary by more than the stated tolerances. Schedule All facilities shall be adjusted to finish grade within 72 hours after the placement of the final surface paving on each individual street segment. If several lifts of pavement are to be placed, the facilities shall be raised if the paving operation ceases for more than 72 hours. Asphalt shall be placed around adjusted facility within 48 hours. Monitoring Wells Where monitoring wells are to be overlayed, the location of the wells shall be marked on the curbs. A site sketch shall be provided to the city indicating the location and distances on the monitoring wells relative to the curb markings five days prior to paving. If the monitoring wells have frames and covers, the frames and covers shall be adjusted as part of this work and paid for as a valve cover. Reference Marking Removal Upon completion of the adjustment of utilities, all reference markings on curbs shall be removed by wire wheel brushing. c.Measurement & Payment Lowering and raising facilities shall be measured and paid for by each unit as designated in the contract Bid Schedule. Raising or adjusting facilities to finish grade shall be measured and paid for by each unit designated in the contract Bid Schedule. All quantities will be determined from actual counts. The unit costs shall govern regardless of the method used to make the adjustments. 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. 8.ASPHALT STRIPING / MESSAGES & MARKERS (Bid Item Numbers 23-37) 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. Additional striping changes may be requested 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’ and the most recent version of the California MUTCD. All striping details shall conform to Caltrans Standard Plans, latest addition. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 119 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 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 MATERIALS Pavement Delineation- Thermoplastic Thermoplastic material for traffic lines 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 and arrows shall be pre-formed thermoplastic pavement markings and shall be Ennis Flint Premark, Crown Tuff Mark, or a City approved equivalent. Placement shall be performed as directed by the manufacturer. 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. 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. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 120 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. 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 pavement resurfacing or striping enhancements, 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. Both lines of each crosswalk shall be completely repainted 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. Contractor shall submit a plan documenting location, 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 prior to the pre-construction meeting and shall be approved by the Engineer prior to the issuance of Notice to Proceed. 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. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 121 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. Application of cat tracking and/or placement of temporary tab markers are to occur immediately upon completion of final compaction rolling and prior to opening asphalt areas to traffic. All temporary striping/markings for 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. Cat tracking shall be complete and ready for City review by the sixth calendar day following paving. Failure to comply with these requirements shall result in a liquidated damage of $500 per day for each street that has not received temporary installation of the tab markers, traffic striping, and other markings or completion of cat tracking. 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 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 122 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. Permanent traffic striping and markings including legends and arrows shall be placed between fourteen (14) and twenty-one (21) days after paving or surfacing, unless otherwise directed by the Engineer. All permanent striping shall be complete in place by the 22nd day after completion of resurfacing work. 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. 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 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. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 123 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. Failure to complete all traffic marking installation included in this section within the time frame indicated shall be subject to a $200 liquidated damage per calendar day per street. 9. TRAFFIC SIGNAL LOOPS (Bid Item Number 38) a.Item Requirement Work to be performed under this Section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to replace existing loop detectors at various street intersections. It is anticipated that all the existing loop detectors at the intersections will be damaged by the proposed pavement cold planning and our digout operation. b. Scope All replaced signal loops shall be Standard 6'x 6' rectangular unless specifically called out otherwise. Any changes to loop type, placement pattern, or installation may be performed only as allowed by the Engineer. All such work shall conform to the details and provisions of the State of California, Department of Transportation's Standard Plans and Section 86, "Electrical Systems," of the Standard Specifications and these Technical Provisions, except that Subsection 86-8, "Payment," is modified herein. Intersection Locations All left turn lane and through lane detector loops, including advance lane loops, shall be replaced to their existing locations, or as shown in plans provided by the City and to the details provided in these contract documents. The proposed locations of the replaced signal loops detectors shall be marked in the field and approved by the Engineer prior to installation. Maintaining the traffic signals during construction shall be a part of this work. The maximum time between disconnecting loops in operation until replacement shall be 14 working days. Failure to meet this schedule may result in liquidated damages of $1000 per day per intersection. Construction All traffic loops shall be replaced after approval of cat tracking and prior to final striping. 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 124 Prior to initiating any work on the signal loops, the Contractor shall mark in the field location of new loops according to the plans and details. The City Traffic Division shall be contacted to review locations as marked by contractor. Loop installation operations shall commence only after approval is granted by Traffic Engineer. Advance warning loops shall be installed 200 feet from limit line, as outlined in Table 9-1 ‘Suggested Detector Setbacks from Limitline’ in the State Traffic Manual. Pull Boxes Where the sump of an existing pull box is disturbed by the Contractor's operations, the sump shall be reconstructed and, if the sump was grouted, the old grout shall be removed and new grout placed. Detectors Loop wire shall be Type II. In Lieu of the requirements in the fourth paragraph of Section 86-5.01A(5), "Installation of Details," of the State Standard Specifications, slots in asphalt concrete pavement shall be filled as follows: After conductors are installed in the slots cut in the pavement, paint binder shall be applied to all vertical surfaces of slots in accordance with the provisions in Section 94, "Asphaltic Emulsions," of the State Standard Specifications. The slots shall then be filled with asphaltic concrete sealants using hot melt loop sealant. Temperature of sealant material during installation shall be above 70 degrees F. Air temperatures during installation shall be above 50 degrees F. Hot melt sealant placed in the slots shall be compacted by use of an 8-inch diameter by 1/8-inch thick steel hand roller or other tool approved by the Engineer. Compacted sealant shall be flush with the pavement surface. Minimum conductor coverage shall be 5/8 inch. Excess sealant remaining after rolling shall not be reused. Traffic may be released immediately over compacted material. The Contractor shall test all detectors with a motor-driven cycle, as defined in the California Vehicles Code, that is licensed for street use by the Department of Motor Vehicles of the State of California. The unladen weight of the vehicle shall not exceed 220 pounds and the engine displacement shall not exceed 100 cubic centimeters. Special features, components or vehicles designed to activate the detector will not be permitted. The Contractor shall provide an operator who shall drive the motor-driven cycle through the response or detection area of the detector at not less than 3 miles per hour nor more than 7 miles per hour. Detectors will be disconnected or connected by the Contractor. The Contractor shall notify the Engineer 24 hours prior to any detector being disconnected or connected. Timing adjustments shall be made by City traffic personnel. Traffic signal loops damaged due to grinding, cold planing, digouts, paving or any other related construction shall be replaced within 2 weeks following the damage c.Measurement and Payment Payment for Traffic Signal Loops shall be made at the contract unit price per each. The contract unit price paid shall include full compensation for furnishing all labor, material, equipment, tools, and all other incidentals necessary to 2023 Form Technical Specifications 2026 Pavement Maintenance Phase 1 Project #2026-101 Page 125 replace traffic signal loop detectors complete in place as specified in these Technical Specifications. Failure to complete traffic signal loop installation within the time frames indicated above shall be subject to a $500 per calendar per day per sheet location liquidated damage. END OF TECHNICAL SPECIFICATIONS 2026 Pavement Maintenance Phase 1 Project Final Audit Report 2026-06-10 Created:2026-06-02 By:Webmaster Admin (webmaster@cupertino.org) Status:Signed Transaction ID:CBJCHBCAABAAu07yJt9xvIydZEtrm-rV5iLNvZB-8X6D "2026 Pavement Maintenance Phase 1 Project" History Document created by Webmaster Admin (webmaster@cupertino.org) 2026-06-02 - 6:13:37 PM GMT- IP address: 35.229.54.2 Document emailed to aracelia@cupertino.org for approval 2026-06-02 - 6:39:29 PM GMT Email viewed by aracelia@cupertino.org 2026-06-02 - 6:39:42 PM GMT- IP address: 54.165.195.37 Signer aracelia@cupertino.org entered name at signing as Araceli Alejandre 2026-06-02 - 10:56:53 PM GMT- IP address: 64.165.34.3 Document approved by Araceli Alejandre (aracelia@cupertino.org) Approval Date: 2026-06-02 - 10:56:55 PM GMT - Time Source: server- IP address: 64.165.34.3 Document emailed to Celine Duran (celine@ogradypaving.com) for signature 2026-06-02 - 10:57:01 PM GMT Email viewed by Celine Duran (celine@ogradypaving.com) 2026-06-02 - 11:04:17 PM GMT- IP address: 12.50.147.114 Document e-signed by Celine Duran (celine@ogradypaving.com) Signature Date: 2026-06-03 - 7:23:50 PM GMT - Time Source: server- IP address: 12.50.147.114 - Signature Appearance Selected: IMAGE Document emailed to craig@ogradypaving.com for signature 2026-06-03 - 7:23:58 PM GMT Email viewed by craig@ogradypaving.com 2026-06-03 - 7:24:21 PM GMT- IP address: 12.50.147.114 Signer craig@ogradypaving.com entered name at signing as Craig E Young 2026-06-03 - 7:26:35 PM GMT- IP address: 12.50.147.114 Document e-signed by Craig E Young (craig@ogradypaving.com) Signature Date: 2026-06-03 - 7:26:37 PM GMT - Time Source: server- IP address: 12.50.147.114 - Signature Appearance Selected: TYPE Document emailed to michaelw@cupertino.org for signature 2026-06-03 - 7:26:43 PM GMT Email viewed by michaelw@cupertino.org 2026-06-03 - 7:26:50 PM GMT- IP address: 44.210.121.114 Signer michaelw@cupertino.org entered name at signing as Michael K Woo 2026-06-04 - 1:29:41 AM GMT- IP address: 98.33.114.31 Document e-signed by Michael K Woo (michaelw@cupertino.org) Signature Date: 2026-06-04 - 1:29:43 AM GMT - Time Source: server- IP address: 98.33.114.31 - Signature Appearance Selected: TYPE Document emailed to Tina Kapoor (tinak@cupertino.gov) for signature 2026-06-04 - 1:29:49 AM GMT Email viewed by Tina Kapoor (tinak@cupertino.gov) 2026-06-04 - 1:29:55 AM GMT- IP address: 54.198.16.0 Email viewed by Tina Kapoor (tinak@cupertino.gov) 2026-06-08 - 4:51:40 PM GMT- IP address: 3.234.246.96 Email viewed by Tina Kapoor (tinak@cupertino.gov) 2026-06-09 - 5:09:20 PM GMT- IP address: 44.192.15.186 Email viewed by Tina Kapoor (tinak@cupertino.gov) 2026-06-10 - 5:27:48 PM GMT- IP address: 54.144.19.38 Document e-signed by Tina Kapoor (tinak@cupertino.gov) Signature Date: 2026-06-10 - 5:37:55 PM GMT - Time Source: server- IP address: 64.165.34.3 - Signature Appearance Selected: DRAW Document emailed to laurens@cupertino.org for signature 2026-06-10 - 5:38:03 PM GMT Email viewed by laurens@cupertino.org 2026-06-10 - 5:38:11 PM GMT- IP address: 3.236.102.99 Signer laurens@cupertino.org entered name at signing as Lauren Sapudar 2026-06-10 - 5:44:36 PM GMT- IP address: 64.165.34.3 Document e-signed by Lauren Sapudar (laurens@cupertino.org) Signature Date: 2026-06-10 - 5:44:38 PM GMT - Time Source: server- IP address: 64.165.34.3 - Signature Appearance Selected: TYPE Agreement completed. 2026-06-10 - 5:44:38 PM GMT