Agenda packet — Glendora City Council, September 13, 2022 (part 3 of 4)

CDBG BENDER AVENUE, CARTER DR, SANTA FE AVE, AND NEWBURGH ST AREA WATER AND STREET IMPROVEMENT PROJECT, PLAN NO. 1327
Contract Sum is not exceeded; or (iv) such other methods as may be specified in the Schedule of Compensation.

2.3 Reimbursable Expenses.

Compensation may include reimbursement for actual and necessary expenditures for reproduction costs, telephone expenses, and travel expenses approved by the Contract Officer in advance, or actual subcontractor expenses of an approved subcontractor pursuant to Section 4.5, and only if specified in the Schedule of Compensation. The Contract Sum shall include the attendance of Contractor at all project meetings reasonably deemed necessary by the City.

Coordination of the performance of the work with City is a critical component of the services. If Contractor is required to attend additional meetings to facilitate such coordination, Contractor shall not be entitled to any additional compensation for attending said meetings.

2.4 Invoices.

Each month Contractor shall furnish to City an original invoice for all work performed and expenses incurred during the preceding month in a form approved by City’s Director of Finance. By submitting an invoice for payment under this Agreement, Contractor is certifying compliance with all provisions of the Agreement. The invoice shall contain all information specified in Exhibit “C”, and shall detail charges for all necessary and actual expenses by the following categories: labor (by sub-category), travel, materials, equipment, supplies, and sub-contractor contracts. Sub-contractor charges shall also be detailed by such categories.

Contractor shall not invoice City for any duplicate services performed by more than one person.

City shall, as soon as practicable, independently review each invoice submitted by the Contractor to determine whether the work performed and expenses incurred are in compliance with the provisions of this Agreement. Except as to any charges for work performed or expenses incurred by Contractor which are disputed by City, or as provided in Section 7.3, City will cause Contractor to be paid within thirty (30) days of receipt of Contractor’s correct and undisputed invoice; however, Contractor acknowledges and agrees that due to City warrant run procedures, the City cannot guarantee that payment will occur within this time period. In the event that City does not cause Contractor to be paid within thirty (30) days of receipt of an undisputed and properly submitted invoice, Contractor shall be entitled to the payment of interest to the extent allowed under Public Contract Code Section 20104.50. In the event any charges or expenses are disputed by City, the original invoice shall be returned by City to Contractor, not later than seven (7) days after receipt by the City, for correction and resubmission. Returned invoices shall be accompanied by a document setting forth in writing the reasons why the payment request was rejected. Review and payment by the City of any invoice provided by the Contractor shall not constitute a waiver of any rights or remedies provided herein or any applicable law.

2.5 Waiver.

Payment to Contractor for work performed pursuant to this Agreement shall not be deemed to waive any defects in work performed by Contractor.

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ARTICLE 3. PERFORMANCE SCHEDULE

3.1 Time of Essence.

Time is of the essence in the performance of this Agreement.

3.2 Schedule of Performance.

Contractor shall commence the services pursuant to this Agreement upon receipt of a written notice to proceed and shall perform all services within the time period(s) established in the “Schedule of Performance” attached hereto as Exhibit “D” and incorporated herein by this reference. When requested by the Contractor, extensions to the time period(s) specified in the Schedule of Performance may be approved in writing by the Contract Officer but not exceeding one hundred eighty (180) days cumulatively.

3.3 Force Majeure.

The time period(s) specified in the Schedule of Performance for performance of the services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, and/or acts of any governmental agency, including the City, if the Contractor shall within ten (10) days of the commencement of such delay notify the Contract Officer in writing of the causes of the delay. The Contract Officer shall ascertain the facts and the extent of delay, and extend the time for performing the services for the period of the enforced delay when and if in the judgment of the Contract Officer such delay is justified. The Contract Officer’s determination shall be final and conclusive upon the parties to this Agreement. In no event shall Contractor be entitled to recover damages against the City for any delay in the performance of this Agreement, however caused, Contractor’s sole remedy being extension of the Agreement pursuant to this Section.

3.4 Inspection and Final Acceptance.

City may inspect and accept or reject any of Contractor’s work under this Agreement, either during performance or when completed. City shall reject or finally accept Contractor’s work within forty-five (45) days after submitted to City. City shall accept work by a timely written acceptance, otherwise work shall be deemed to have been rejected. City’s acceptance shall be conclusive as to such work except with respect to latent defects, fraud and such gross mistakes as to amount to fraud. Acceptance of any work by City shall not constitute a waiver of any of the provisions of this Agreement including, but not limited to, Articles 1 and 5, pertaining to warranty and indemnification and insurance, respectively.

3.5 Term.

Unless earlier terminated in accordance with Article 7 of this Agreement, this Agreement shall continue in full force and effect until completion of the services but not exceeding ( ) years from the date hereof, except as otherwise provided in the Schedule of Item #11. Page 192
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Performance (Exhibit “D”). The City Manager may, at his/her sole discretion, extend the Agreement for zero (0) additional one-year terms.

ARTICLE 4. COORDINATION OF WORK

4.1 Representatives and Personnel of Contractor.

The following principals of Contractor (“Principals”) are hereby designated as being the principals and representatives of Contractor authorized to act in its behalf with respect to the work specified herein and make all decisions in connection therewith:
(Name), (Title)
(Name), (Title)
It is expressly understood that the experience, knowledge, capability and reputation of the foregoing Principals were a substantial inducement for City to enter into this Agreement.

Therefore, the Principals shall be responsible during the term of this Agreement for directing all activities of Contractor and devoting sufficient time to personally supervise the services hereunder.

All personnel of Contractor, and any authorized agents, shall at all times be under the exclusive direction and control of the Principals. For purposes of this Agreement, the Principals may not be replaced nor may their responsibilities be substantially reduced by Contractor without the express written approval of City. Additionally, Contractor shall make every reasonable effort to maintain the stability and continuity of Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement. Contractor shall notify City of any changes in Contractor’s staff and subcontractors, if any, assigned to perform the services required under this Agreement, prior to and during any such performance.

4.2 Status of Contractor.

Contractor shall have no authority to bind City in any manner, or to incur any obligation, debt or liability of any kind on behalf of or against City, whether by contract or otherwise, unless such authority is expressly conferred under this Agreement or is otherwise expressly conferred in writing by City. Contractor shall not at any time or in any manner represent that Contractor or any of Contractor’s officers, employees, or agents are in any manner officials, officers, employees or agents of City. Neither Contractor, nor any of Contractor’s officers, employees or agents, shall obtain any rights to retirement, health care or any other benefits which may otherwise accrue to City’s employees. Contractor expressly waives any claim Contractor may have to any such rights.

4.3 Contract Officer.

The Contract Officer shall be Alexis Escobar, Civil Engineering Assistant, or such person as may be designated by the City Manager. It shall be the Contractor’s responsibility to assure that the Contract Officer is kept informed of the progress of the performance of the Item #11. Page 193
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services and the Contractor shall refer any decisions which must be made by City to the Contract Officer. Unless otherwise specified herein, any approval of City required hereunder shall mean the approval of the Contract Officer. The Contract Officer shall have authority, if specified in writing by the City Manager, to sign all documents on behalf of the City required hereunder to carry out the terms of this Agreement.

4.4 Independent Contractor.

Neither the City nor any of its employees shall have any control over the manner, mode or means by which Contractor, its agents or employees, perform the services required herein, except as otherwise set forth herein. City shall have no voice in the selection, discharge, supervision or control of Contractor’s employees, servants, representatives or agents, or in fixing their number, compensation or hours of service. Contractor shall perform all services required herein as an independent contractor of City and shall remain at all times as to City a wholly independent contractor with only such obligations as are consistent with that role. Contractor shall not at any time or in any manner represent that it or any of its agents or employees are agents or employees of City. City shall not in any way or for any purpose become or be deemed to be a partner of Contractor in its business or otherwise or a joint venturer or a member of any joint enterprise with Contractor.

4.5 Prohibition Against Subcontracting or Assignment.

The experience, knowledge, capability and reputation of Contractor, its principals and employees were a substantial inducement for the City to enter into this Agreement. Therefore, Contractor shall not contract with any other entity to perform in whole or in part the services required hereunder without the express written approval of the City. All subcontractors shall obtain, at its or Contractor’s expense, such licenses, permits, registrations and approvals (including from the City) as may be required by law for the performance of any services or work under this Agreement. In addition, neither this Agreement nor any interest herein may be transferred, assigned, conveyed, hypothecated or encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of City. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of Contractor, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Agreement shall be void. No approved transfer shall release the Contractor or any surety of Contractor of any liability hereunder without the express consent of City.

ARTICLE 5. INSURANCE, INDEMNIFICATION AND BONDS

5.1 Insurance Coverages.

Without limiting Contractor’s indemnification of City, and prior to commencement of any services under this Agreement, Contractor shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to City.

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(a) General liability insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $2,000,000 per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.
(b) Automobile liability insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Services to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident. (c) Professional liability (errors & omissions) insurance. Contractor shall maintain professional liability insurance that covers the Services to be performed in connection with this Agreement, in the minimum amount of $1,000,000 per claim and in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the effective date of this Agreement and Contractor agrees to maintain continuous coverage through a period no less than three (3) years after completion of the services required by this Agreement. (d) Workers’ compensation insurance. Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000).
(e) Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall include all of the requirements stated herein. (f) Additional Insurance. Policies of such other insurance, as may be required in the Special Requirements in Exhibit “B”.

5.2 General Insurance Requirements.
(a) Proof of insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Agreement. City reserves the right to require complete, certified copies of all required insurance policies, at any time.
(b) Duration of coverage. Contractor shall procure and maintain for the duration of this Agreement insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Services hereunder by Contractor, its agents, representatives, employees or subcontractors.

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(c) Primary/noncontributing. Coverage provided by Contractor shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of City before the City’s own insurance or self-insurance shall be called upon to protect it as a named insured.
(d) City’s rights of enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Agreement. (e) Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or that is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk Manager.
(f) Waiver of subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors.
(g) Enforcement of contract provisions (non-estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder.
(h) Requirements not limiting. Requirements of specific coverage features or limits contained in this section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
(i) Notice of cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide to City with a thirty (30) day notice of cancellation (except for Item #11. Page 196
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nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.
(j) Additional insured status. General liability policies shall provide or be endorsed to provide that City and its officers, officials, employees, and agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.
(k) Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. (l) Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. (m) Pass through clause. Contractor agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to City for review. (n) Agency’s right to revise specifications. The City reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Contractor ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation.
(o) Self-insured retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City.
(p) Timely notice of claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.
(q) Additional insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work.

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5.3 Indemnification.

To the full extent permitted by law, Contractor agrees to indemnify, defend and hold harmless the City, its officers, employees and agents (“Indemnified Parties”) against, and will hold and save them and each of them harmless from, any and all actions, either judicial, administrative, arbitration or regulatory claims, damages to persons or property, losses, costs, penalties, obligations, errors, omissions or liabilities whether actual or threatened (herein “claims or liabilities”) that may be asserted or claimed by any person, firm or entity arising out of or in connection with the negligent performance of the work, operations or activities provided herein of Contractor, its officers, employees, agents, subcontractors, or invitees, or any individual or entity for which Contractor is legally liable (“indemnitors”), or arising from Contractor’s or indemnitors’ reckless or willful misconduct, or arising from Contractor’s or indemnitors’ negligent performance of or failure to perform any term, provision, covenant or condition of this Agreement, and in connection therewith:
(a) Contractor will defend any action or actions filed in connection with any of said claims or liabilities and will pay all costs and expenses, including legal costs and attorneys’ fees incurred in connection therewith;
(b) Contractor will promptly pay any judgment rendered against the City, its officers, agents or employees for any such claims or liabilities arising out of or in connection with the negligent performance of or failure to perform such work, operations or activities of Contractor hereunder; and Contractor agrees to save and hold the City, its officers, agents, and employees harmless therefrom;
(c) In the event the City, its officers, agents or employees is made a party to any action or proceeding filed or prosecuted against Contractor for such damages or other claims arising out of or in connection with the negligent performance of or failure to perform the work, operation or activities of Contractor hereunder, Contractor agrees to pay to the City, its officers, agents or employees, any and all costs and expenses incurred by the City, its officers, agents or employees in such action or proceeding, including but not limited to, legal costs and attorneys’ fees.

In addition, Contractor agrees to indemnify, defend and hold harmless the Indemnified Parties from, any and all claims and liabilities for any infringement of patent rights, copyrights or trademark on any person or persons in consequence of the use by the Indemnified Parties of articles to be supplied by Contractor under this Agreement, and of which the Contractor is not the patentee or assignee or has not the lawful right to sell the same.

Contractor shall incorporate similar indemnity agreements with its subcontractors and if it fails to do so Contractor shall be fully responsible to indemnify City hereunder therefore, and failure of City to monitor compliance with these provisions shall not be a waiver hereof. This indemnification includes claims or liabilities arising from any negligent or wrongful act, error or omission, or reckless or willful misconduct of Contractor in the performance of professional services and work hereunder. The provisions of this Section do not apply to claims or liabilities occurring as a result of City’s sole negligence or willful acts or omissions, but, to the fullest extent permitted by law, shall apply to claims and liabilities resulting in part from City’s negligence, Item #11. Page 198
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except that design professionals’ indemnity hereunder shall be limited to claims and liabilities arising out of the negligence, recklessness or willful misconduct of the design professional. The indemnity obligation shall be binding on successors and assigns of Contractor and shall survive termination of this Agreement.

5.4 Notification of Third-Party Claims.

City shall timely notify Contractor of the receipt of any third-party claim relating to the work under this Agreement. City shall be entitled to recover from Contractor its reasonable costs incurred in providing such notification.

5.5 Performance and Labor Bonds.

Concurrently with execution of this Agreement Contractor shall deliver to the City, the following:
(a) A performance bond in the amount of the Contract Sum of this Agreement, in the form provided by the City Clerk, which secures the faithful performance of this Agreement.
(b) A labor and materials bond in the amount of the Contract Sum of this Agreement, in the form provided by the City Clerk, which secures the payment of all persons furnishing labor and/or materials in connection with the work under this Agreement.

Both the performance and labors bonds required under this Section 5.5 shall contain the original notarized signature of an authorized officer of the surety and affixed thereto shall be a certified and current copy of his power of attorney. The bond shall be unconditional and remain in force during the entire term of the Agreement and shall be null and void only if the Contractor promptly and faithfully performs all terms and conditions of this Agreement and pays all labor and materials for work and services under this Agreement.

5.6 Sufficiency of Insurer or Surety.

Insurance and bonds required by this Agreement shall be satisfactory only if issued by companies qualified to do business in California, rated “A” or better in the most recent edition of Best’s Rating Guide, The Key Rating Guide or in the Federal Register, and only if they are of a financial category Class VII or better, unless such requirements are waived by the Risk Manager of the City (“Risk Manager”) due to unique circumstances. If this Agreement continues for more than 3 years duration, or in the event the Risk Manager determines that the work or services to be performed under this Agreement creates an increased or decreased risk of loss to the City, the Contractor agrees that the minimum limits of the insurance policies and the performance bond required by Section 5.5 may be changed accordingly upon receipt of written notice from the Risk Manager.

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5.7 Substitution of Securities.

Pursuant to Public Contract Code Section 22300, substitution of eligible equivalent securities for any funds withheld to ensure performance under this Agreement may be permitted at the request and sole expense of the Contractor. Alternatively, the Contractor may, pursuant to an escrow agreement in a form prescribed by Public Contract Code Section 22300, request payment of retentions funds earned directly to the escrow agent at the sole expense of the Contractor.

5.8 Release of Securities.

City shall release the Performance and Labor Bonds when the following have occurred:
(a) Contractor has made a written request for release and provided evidence of satisfaction of all other requirements under Article 5 of this Agreement; (b) the Work has been accepted; and
(c) after passage of the time within which lien claims are required to be made pursuant to applicable laws; if lien claims have been timely filed, City shall hold the Labor Bond until such claims have been resolved, Contractor has provided statutory bond, or otherwise as required by applicable law.

ARTICLE 6. RECORDS, REPORTS, AND RELEASE OF INFORMATION

6.1 Records.

Contractor shall keep, and require subcontractors to keep, such ledgers, books of accounts, invoices, vouchers, canceled checks, reports, studies, certified and accurate copies of payroll records in compliance with all applicable laws, or other documents relating to the disbursements charged to City and services performed hereunder (the “books and records”), as shall be necessary to perform the services required by this Agreement and enable the Contract Officer to evaluate the performance of such services. Any and all such documents shall be maintained in accordance with generally accepted accounting principles and shall be complete and detailed. The Contract Officer shall have full and free access to such books and records at all times during normal business hours of City, including the right to inspect, copy, audit and make records and transcripts from such records. Such records shall be maintained for a period of 3 years following completion of the services hereunder, and the City shall have access to such records in the event any audit is required. In the event of dissolution of Contractor’s business, custody of the books and records may be given to City, and access shall be provided by Contractor’s successor in interest. Notwithstanding the above, the Contractor shall fully cooperate with the City in providing access to the books and records if a public records request is made and disclosure is required by law including but not limited to the California Public Records Act.

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6.2 Reports.

Contractor shall periodically prepare and submit to the Contract Officer such reports concerning the performance of the services required by this Agreement as the Contract Officer shall require. Contractor hereby acknowledges that the City is greatly concerned about the cost of work and services to be performed pursuant to this Agreement. For this reason, Contractor agrees that if Contractor becomes aware of any facts, circumstances, techniques, or events that may or will materially increase or decrease the cost of the work or services contemplated herein or, if Contractor is providing design services, the cost of the project being designed, Contractor shall promptly notify the Contract Officer of said fact, circumstance, technique or event and the estimated increased or decreased cost related thereto and, if Contractor is providing design services, the estimated increased or decreased cost estimate for the project being designed.

6.3 Ownership of Documents.

All drawings, specifications, maps, designs, photographs, studies, surveys, data, notes, computer files, reports, records, documents and other materials (the “documents and materials”) prepared by Contractor, its employees, subcontractors and agents in the performance of this Agreement shall be the property of City and shall be delivered to City upon request of the Contract Officer or upon the termination of this Agreement, and Contractor shall have no claim for further employment or additional compensation as a result of the exercise by City of its full rights of ownership use, reuse, or assignment of the documents and materials hereunder. Any use, reuse or assignment of such completed documents for other projects and/or use of uncompleted documents without specific written authorization by the Contractor will be at the City’s sole risk and without liability to Contractor, and Contractor’s guarantee and warranties shall not extend to such use, reuse or assignment. Contractor may retain copies of such documents for its own use.

Contractor shall have an unrestricted right to use the concepts embodied therein. All subcontractors shall provide for assignment to City of any documents or materials prepared by them, and in the event Contractor fails to secure such assignment, Contractor shall indemnify City for all damages resulting therefrom. Moreover, Contractor with respect to any documents and materials that may qualify as “works made for hire” as defined in 17 U.S.C. § 101, such documents and materials are hereby deemed “works made for hire” for the City.

6.4 Confidentiality and Release of Information.
(a) information gained or work product produced by Contractor in performance of this Agreement shall be considered confidential, unless such information is in the public domain or already known to Contractor. Contractor shall not release or disclose any such information or work product to persons or entities other than City without prior written authorization from the Contract Officer.
(b) Contractor, its officers, employees, agents or subcontractors, shall not, without prior written authorization from the Contract Officer or unless requested by the City Attorney, voluntarily provide documents, declarations, letters of support, testimony at depositions, response to interrogatories or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered "voluntary" provided Contractor gives City notice of such court order or subpoena.

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(c) If Contractor, or any officer, employee, agent or subcontractor of Contractor, provides any information or work product in violation of this Agreement, then City shall have the right to reimbursement and indemnity from Contractor for any damages, costs and fees, including attorneys’ fees, caused by or incurred as a result of Contractor’s conduct. (d) Contractor shall promptly notify City should Contractor, its officers, employees, agents or subcontractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions or other discovery request, court order or subpoena from any party regarding this Agreement and the work performed there under. City retains the right, but has no obligation, to represent Contractor or be present at any deposition, hearing or similar proceeding. Contractor agrees to cooperate fully with City and to provide City with the opportunity to review any response to discovery requests provided by Contractor. However, this right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response.

ARTICLE 7. ENFORCEMENT OF AGREEMENT AND TERMINATION

7.1 California Law.

This Agreement shall be interpreted, construed and governed both as to validity and to performance of the parties in accordance with the laws of the State of California. Legal actions concerning any dispute, claim or matter arising out of or in relation to this Agreement shall be instituted in the Superior Court of the County of Los Angeles, State of California, or any other appropriate court in such county, and Contractor covenants and agrees to submit to the personal jurisdiction of such court in the event of such action. In the event of litigation in a U.S. District Court, venue shall lie exclusively in the Central District of California, in the County of Los Angeles, State of California.

7.2 Disputes.
(a) Default; Cure. In the event that Contractor is in default under the terms of this Agreement, the City shall not have any obligation or duty to continue compensating Contractor for any work performed after the date of default. Instead, the City may give notice to Contractor of the default and the reasons for the default. The notice shall include the timeframe in which Contractor may cure the default. This timeframe is presumptively thirty (30) days, but may be extended, though not reduced, if circumstances warrant. During the period of time that Contractor is in default, the City shall hold all invoices and shall proceed with payment on the invoices only when the default is cured. In the alternative, the City may, in its sole discretion, elect to pay some or all of the outstanding invoices during the period of default. If Contractor does not cure the default, the City may take necessary steps to terminate this Agreement under this Article.

Any failure on the part of the City to give notice of the Contractor’s default shall not be deemed to result in a waiver of the City’s legal rights or any rights arising out of any provision of this Agreement.
(b) Dispute Resolution. This contract is subject to the provisions of Article 1.5 (commencing at Section 20104) of Division 2, Part 3 of the California Public Contract Code regarding the resolution of public works claims of less than $375,000. Article 1.5 mandates Item #11. Page 202
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certain procedures for the filing of claims and supporting documentation by the Contractor, for the response to such claims by the City, for a mandatory meet and confer conference upon the request of the Contractor, for mandatory non-binding mediation in the event litigation is commenced, and for mandatory judicial arbitration upon the failure to resolve the dispute through mediation. This Agreement hereby incorporates the provisions of Article 1.5 as though fully set forth herein.

7.3 Retention of Funds.

Contractor hereby authorizes City to deduct from any amount payable to Contractor (whether or not arising out of this Agreement) (i) any amounts the payment of which may be in dispute hereunder or which are necessary to compensate City for any losses, costs, liabilities, or damages suffered by City, and (ii) all amounts for which City may be liable to third parties, by reason of Contractor’s acts or omissions in performing or failing to perform Contractor’s obligation under this Agreement. In the event that any claim is made by a third party, the amount or validity of which is disputed by Contractor, or any indebtedness shall exist which shall appear to be the basis for a claim of lien, City may withhold from any payment due, without liability for interest because of such withholding, an amount sufficient to cover such claim. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of the Contractor to insure, indemnify, and protect City as elsewhere provided herein.

7.4 Waiver.

Waiver by any party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement.

Acceptance by City of any work or services by Contractor shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting party on any default shall impair such right or remedy or be construed as a waiver.

Any waiver by either party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.

7.5 Rights and Remedies are Cumulative.

Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the parties are cumulative and the exercise by either party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other party.

7.6 Legal Action.

In addition to any other rights or remedies, either party may take legal action, in law or in equity, to cure, correct or remedy any default, to recover damages for any default, to compel specific performance of this Agreement, to obtain declaratory or injunctive relief, or to obtain any other remedy consistent with the purposes of this Agreement. Notwithstanding any Item #11. Page 203
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contrary provision herein, Contractor shall file a claim pursuant to Government Code Sections 905 et seq. and 910 et seq., in order to pursue a legal action under this Agreement.

7.7 Liquidated Damages.

Since the determination of actual damages for any delay in performance of this Agreement would be extremely difficult or impractical to determine in the event of a breach of this Agreement, the Contractor and its sureties shall be liable for and shall pay to the City the sum of $1,000 (One Thousand Dollars) as liquidated damages for each working day of delay in the performance of any service required hereunder, as specified in the Schedule of Performance (Exhibit “D”). The City may withhold from any monies payable on account of services performed by the Contractor any accrued liquidated damages. Pursuant to Government Code Section 4215, Contractor shall not be assessed liquidated damages for delay in completion of the project when such delay was caused by the failure of the public agency or owner of the utility to provide for removal or relocation of utility facilities.

7.8 Termination Prior to Expiration of Term.

This Section shall govern any termination of this Contract except as specifically provided in the following Section for termination for cause. The City reserves the right to terminate this Contract at any time, with or without cause, upon thirty (30) days’ written notice to Contractor, except that where termination is due to the fault of the Contractor, the period of notice may be such shorter time as may be determined by the Contract Officer. In addition, the Contractor reserves the right to terminate this Contract at any time, with or without cause, upon sixty (60) days’ written notice to City, except that where termination is due to the fault of the City, the period of notice may be such shorter time as the Contractor may determine. Upon receipt of any notice of termination, Contractor shall immediately cease all services hereunder except such as may be specifically approved by the Contract Officer. Except where the Contractor has initiated termination, the Contractor shall be entitled to compensation for all services rendered prior to the effective date of the notice of termination and for any services authorized by the Contract Officer thereafter in accordance with the Schedule of Compensation or such as may be approved by the Contract Officer, except as provided in Section 7.3. In the event the Contractor has initiated termination, the Contractor shall be entitled to compensation only for the reasonable value of the work product actually produced hereunder. In the event of termination without cause pursuant to this Section, the terminating party need not provide the non-terminating party with the opportunity to cure pursuant to Section 7.2.

7.9 Termination for Default of Contractor.

If termination is due to the failure of the Contractor to fulfill its obligations under this Agreement, City may, after compliance with the provisions of Section 7.2, take over the work and prosecute the same to completion by contract or otherwise, and the Contractor shall be liable to the extent that the total cost for completion of the services required hereunder exceeds the compensation herein stipulated (provided that the City shall use reasonable efforts to mitigate such damages), and City may withhold any payments to the Contractor for the purpose of set-off or partial payment of the amounts owed the City as previously stated.

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7.10 Attorneys’ Fees.

If either party to this Agreement is required to initiate or defend or made a party to any action or proceeding in any way connected with this Agreement, the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney’s fees. Attorney’s fees shall include attorney’s fees on any appeal, and in addition a party entitled to attorney’s fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.

7.11 Unfair Business Practices Claims.

In entering into this Agreement, Contractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. § 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials related to this Agreement. This assignment shall be made and become effective at the time the City renders final payment to the Contractor without further acknowledgment of the Parties.

ARTICLE 8. CITY OFFICERS AND EMPLOYEES: NON-DISCRIMINATION

8.1 Non-liability of City Officers and Employees.

No officer or employee of the City shall be personally liable to the Contractor, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Contractor or to its successor, or for breach of any obligation of the terms of this Agreement.

8.2 Conflict of Interest.

Contractor covenants that neither it, nor any officer or principal of its firm, has or shall acquire any interest, directly or indirectly, which would conflict in any manner with the interests of City or which would in any way hinder Contractor’s performance of services under this Agreement. Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed by it as an officer, employee, agent or subcontractor without the express written consent of the Contract Officer. Contractor agrees to at all times avoid conflicts of interest or the appearance of any conflicts of interest with the interests of City in the performance of this Agreement.

No officer or employee of the City shall have any financial interest, direct or indirect, in this Agreement nor shall any such officer or employee participate in any decision relating to the Agreement which effects his financial interest or the financial interest of any corporation, partnership or association in which he is, directly or indirectly, interested, in violation Item #11. Page 205
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of any State statute or regulation. The Contractor warrants that it has not paid or given and will not pay or give any third party any money or other consideration for obtaining this Agreement.

8.3 Covenant Against Discrimination.

Contractor covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, there shall be no discrimination against or segregation of, any person or group of persons on account of race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class in the performance of this Agreement. Contractor shall take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, creed, religion, sex, gender, sexual orientation, marital status, national origin, ancestry, or other protected class.

8.4 Unauthorized Aliens.

Contractor hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C. § 1101 et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Contractor so employ such unauthorized aliens for the performance of work and/or services covered by this Agreement, and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Contractor hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys' fees, incurred by City.

ARTICLE 9. MISCELLANEOUS PROVISIONS

9.1 Notices.

Any notice, demand, request, document, consent, approval, or communication either party desires or is required to give to the other party or any other person shall be in writing and either served personally or sent by prepaid, first-class mail, in the case of the City, to the City Manager and to the attention of the Contract Officer (with her/his name and City title), City of Glendora, 116 E. Foothill Blvd., Glendora, California 91741-3380, and in the case of the Contractor, to the person at the address designated on the execution page of this Agreement. Either party may change its address by notifying the other party of the change of address in writing.

Notice shall be deemed communicated at the time personally delivered or in seventy-two (72) hours from the time of mailing if mailed as provided in this Section. All correspondence relating to this Agreement shall be serialized consecutively.

9.2 Interpretation.

The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.

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9.3 Counterparts.

This Agreement may be executed in counterparts, each of which shall be deemed to be an original, and such counterparts shall constitute one and the same instrument.

9.4 Integration; Amendment.

This Agreement including the attachments hereto is the entire, complete and exclusive expression of the understanding of the parties. It is understood that there are no oral agreements between the parties hereto affecting this Agreement and this Agreement supersedes and cancels any and all previous negotiations, arrangements, agreements and understandings, if any, between the parties, and none shall be used to interpret this Agreement. No amendment to or modification of this Agreement shall be valid unless made in writing and approved by the Contractor and by the City Council. The parties agree that this requirement for written modifications cannot be waived and that any attempted waiver shall be void.

9.5 Severability.

In the event that any one or more of the phrases, sentences, clauses, paragraphs, or sections contained in this Agreement shall be declared invalid or unenforceable by a valid judgment or decree of a court of competent jurisdiction, such invalidity or unenforceability shall not affect any of the remaining phrases, sentences, clauses, paragraphs, or sections of this Agreement which are hereby declared as severable and shall be interpreted to carry out the intent of the parties hereunder unless the invalid provision is so material that its invalidity deprives either party of the basic benefit of their bargain or renders this Agreement meaningless.

9.6 Warranty & Representation of Non-Collusion.

No official, officer, or employee of City has any financial interest, direct or indirect, in this Agreement, nor shall any official, officer, or employee of City participate in any decision relating to this Agreement which may affect his/her financial interest or the financial interest of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any corporation, partnership, or association in which (s)he is directly or indirectly interested, or in violation of any State or municipal statute or regulation. The determination of “financial interest” shall be consistent with State law and shall not include interests found to be “remote” or “noninterests” pursuant to Government Code Sections 1091 or 1091.5. Contractor warrants and represents that it has not paid or given, and will not pay or give, to any third party including, but not limited to, any City official, officer, or employee, any money, consideration, or other thing of value as a result or consequence of obtaining or being awarded any agreement.

Contractor further warrants and represents that (s)he/it has not engaged in any act(s), omission(s), or other conduct or collusion that would result in the payment of any money, consideration, or other thing of value to any third party including, but not limited to, any City official, officer, or employee, as a result of consequence of obtaining or being awarded any agreement. Contractor is aware of and understands that any such act(s), omission(s) or other conduct resulting in such payment of money, consideration, or other thing of value will render this Agreement void and of no force or effect.

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Contractor’s Authorized Initials ___________________
(Name)
(Title)

9.7 Corporate Authority.

The persons executing this Agreement on behalf of the parties hereto warrant that (i) such party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said party, (iii) by so executing this Agreement, such party is formally bound to the provisions of this Agreement, and (iv) the entering into this Agreement does not violate any provision of any other Agreement to which said party is bound. This Agreement shall be binding upon the heirs, executors, administrators, successors and assigns of the parties. [SIGNATURES ON FOLLOWING PAGE]
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the date and year first-above written.

CITY:

City of Glendora, a municipal corporation
Adam Raymond
City Manager
APPROVED AS TO FORM: CERTIFY AVAILABILITY OF FUNDS:

ALESHIRE & WYNDER, LLP
William W. Wynder
City Attorney
Kyle Johnson
Assistant Director Finance/Interim City Treasurer
ATTEST:

Kathleen R. Sessman
City Clerk/Communications Director
CONTRACTOR:
(INSERT COMPANY NAME)
Name:(Insert Name)
Title: (Insert Title)
Email Address
Name:(Insert Name)
Title: (Insert Title)
Email Address
Address:
______________
Two corporate officer signatures required when Contractor is a corporation, with one signature required from each of the following groups: 1) Chairman of the Board, President or any Vice President; and 2) Secretary, any Assistant Secretary, Chief Financial Officer or any Assistant Treasurer. CONTRACTOR’S SIGNATURES Item #11. Page 209
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SHALL BE DULY NOTARIZED, AND APPROPRIATE ATTESTATIONS SHALL BE INCLUDED AS

MAY BE REQUIRED BY THE BYLAWS, ARTICLES OF INCORPORATION, OR OTHER RULES OR REGULATIONS APPLICABLE TO CONTRACTOR’S BUSINESS ENTITY.

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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

STATE OF CALIFORNIA
COUNTY OF ____________
On __________, 2022 before me, ________________, personally appeared ________________, proved to me on the basis of satisfactory evidence to be the person(s) whose names(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature: _____________________________________

OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT

INDIVIDUAL

CORPORATE OFFICER
_______________________________

TITLE(S)

PARTNER(S) LIMITED

GENERAL

ATTORNEY-IN-FACT

TRUSTEE(S)

GUARDIAN/CONSERVATOR
OTHER_______________________________
______________________________________
SIGNER IS REPRESENTING:
(NAME OF PERSON(S) OR ENTITY(IES))
_____________________________________________
_____________________________________________
___________________________________

TITLE OR TYPE OF DOCUMENT
___________________________________

NUMBER OF PAGES
___________________________________

DATE OF DOCUMENT
___________________________________

SIGNER(S) OTHER THAN NAMED ABOVE
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy or validity of that document.

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CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature: _____________________________________

OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT

INDIVIDUAL

CORPORATE OFFICER
_______________________________

TITLE(S)

PARTNER(S) LIMITED

GENERAL

ATTORNEY-IN-FACT

TRUSTEE(S)

TITLE OR TYPE OF DOCUMENT
___________________________________

NUMBER OF PAGES
___________________________________

DATE OF DOCUMENT
___________________________________

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EXHIBIT “A”

SCOPE OF WORK
I. Contractor shall perform all of the work and comply with all of the specifications and requirements in the “General Provisions” and “Special Provisions” included in the bid documents for the project entitled CDBG Bender Avenue, Carter Dr, Santa Fe Ave, and Newburgh St Area Water and Street Improvement Project, Plan No. 1327, including any documents or exhibits referenced therein.

II. Brief description of the work to be performed:

This project entails trenching and installing 8-inch water pipe, tie-in to existing water system, installing new services, water meters, and fire hydrants. Additionally, this project includes cold milling asphalt pavement and overlaying with ARHM, removing existing sidewalk, curb, gutter, and landscape and constructing ADA curb ramps and PCC sidewalk.

The project also includes re-establishment of survey monuments.

III. In addition to the requirements of Section 6.2, during performance of the work, Contractor will keep the City apprised of the status of performance by delivering the following status reports:

A. Existing Conditions documentation
B. Bi-Weekly Progress Report and Updated Schedule (if modified) IV. All work is subject to review and acceptance by the City, and must be revised by the Contractor without additional charge to the City until found satisfactory and accepted by City.

V. Contractor shall provide safe and continuous passage for pedestrian and vehicular traffic in accordance with the Work Area Traffic Control Handbook (WATCH), latest edition.

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EXHIBIT “B”

SPECIAL REQUIREMENTS
(Superseding Contract Boilerplate)
Added text is indicated in bold italics, deleted text is indicated in strikethrough.

I. ARTICLE 2. COMPENSATION AND METHOD OF PAYMENT.

Add the following to Section 2.4 - Invoices:

In the event, a preliminary notice is posted by a subcontractor / supplier / manufacturer / vendor, an unconditional release will be required prior to releasing monies to the Contractor. Alternatively, an amount not to exceed the amount referred in the preliminary notice will be jointly released to the Contractor and the originator of the said notice with a conditional release from the said subcontractor / supplier / manufacturer / vendor.

II. ARTICLE 3. PERFORMANCE SCHEDULE
Add the following to Section 3.1 – Time of Essence:

Time being of the essence, the Contractor shall commence the work and shall diligently pursue the work to completion within the time stated in Article 13 of the Instructions to Bidders, and upon the work schedule, if any, as specified in the Special Conditions, except as such time may be extended in writing by the City in accordance with Section 3.2 and the provisions of the General Conditions.

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EXHIBIT “C”

SCHEDULE OF COMPENSATION
I. Contractor shall perform all work at the rates on the Bid Sheet submitted as part of Contractor’s Proposal, and listed below:

Line
Item Item Description
Unit of
Measure Quantity Unit Price Extension
1 Mobilization, Clearing, Grubbing and
Unclassified Excavation (5% Maximum) L.S. 1
$ $
2 Traffic Control L.S. 1 $ $
3 NPDES / SWPPP Compliance as Required by
the City and State L.S. 1
$ $
4 Abandon & Seal Existing Water System and,
Remove Conflicting Portions of Existing Line L.S. 1
$ $
5 Install 8" PVC, C-909, PC 235 Water Main L.F. 6,600 $ $ 6 Install Rich Ranger Model 950 (Residential)
Fire Hydrant EA. 13
$ $
7 Install 1" Service Assembly Per City of
Glendora SD&S No. 2.25 EA. 123
$ $
8 Remove Existing Water Meter and Box and
Install City-Supplied Water Meter and
Rotated Box, Tie In to Existing Customer
Lateral per City of Glendora SD&S No. 2.39 EA. 20
$ $
9 Rotate Existing Meter and Box. Reconnect to
Private Service EA. 103
$ $
10 Install 11.25 Bend as Required EA. 7 $ $
11 Install 45 Bend as Required EA. 14 $ $
12 Install 8X6 Reducer EA. 4 $ $
13 Install 8" Gate Valve and Standard Valve Can EA. 36 $ $ 14 Install 8X8X8 Flanged Tee EA. 13 $ $
15 Install 8" Line Stop for Temporary Shutdown L.S. 1 $ $ 16 Install Blow Off Assembly per City of
Glendora SD&S No. 2.20 (Modified) EA. 1
$ $
17 8" DIP Class 350 L.F. 60 $ $
18 Water Main Tie in Operations for Newburgh
Ave and Bender Ave
L.S. 1
$ $
19 Water Main Tie in Operations for Juanita St
and Bender Ave
L.S. 1
$ $
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20 Water Main Tie in Operations for Laxford St
and Bender Ave
L.S. 1
$ $
21 Water Main Tie in Operations for Juanita Ave
and Santa Fe Ave
L.S. 1
$ $
22 Water Main Tie in Operations for Carter Dr
and Calmgrove Ave (East)
L.S. 1
$ $
23 Water Main Tie in Operations for Carter Dr
and Calmgrove Ave (North)
L.S. 1
$ $
24 2" Cold Mill Existing A.C. Pavement S.F. 225,000 $ $ 25 Construct 2" A.C. ARHM GG-C TON 2,800 $ $
26 Sawcut and Remove P.C.C. Curb Ramp.

Construct P.C.C. Curb Ramp Per SPPWC
111-5, case and Type Per Plan
EA. 31
$ $
27 Sawcut and Remove P.C.C. Sidewalk.

Construct 4" Thick P.C.C. Sidewalk Per City
of Glendora SD&S 1.02
S.F. 1,200
$ $
28 Sawcut and Remove P.C.C. Curb and Gutter.

Construct 6" Curb and 24" Gutter Per City of
Glendora SD&S 1.02
L.F. 170
$ $
29 Sawcut, Remove and Replace PCC Cross
Gutter per SPPWC 122-2
S.F. 50 $ $
30 Adjust Existing Manhole Frame & Cover to
Finished Surface
EA. 21 $ $
31 Thermoplastic Striping and Markings to
Match Existing in kind
L.S. 1
$ $
32 Construction Survey Staking and
Monumentation Preservation & Restoration
L.S. 1
$ $
33 Pre-Construction Video L.S. 1 $ $
Not to Exceed Total
• Quantity may be changed or item may be deleted
II. A retention of five percent (5%) shall be held from each payment as a contract retention to be paid as part of the final payment upon satisfactory completion of services.

III. Within the budgeted amounts for each item on the Bid Sheet, and with the approval of the Contract Officer, funds may be shifted from one item’s subbudget to another so long as the Contract Sum is not exceeded per Section 2.1, unless Additional Work is approved per Section 1.10.

IV. The City will compensate Contractor for the Services performed upon submission of a valid invoice. Each invoice is to include:

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A. Line items for all personnel describing the work performed, the number of hours worked, and the hourly rate.

B. Line items for all materials and equipment properly charged to the Services.

C. Line items for all other approved reimbursable expenses claimed, with supporting documentation.

D. Line items for all approved subcontractor labor, supplies, equipment, materials, and travel properly charged to the Services.

V. The total compensation for the Services shall not exceed the Contract Sum, as provided in Section 2.1 of this Agreement.

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EXHIBIT “D”

SCHEDULE OF PERFORMANCE
I. Contractor shall perform all work timely in accordance with the following schedule:

Description Days to Perform Deadline Date
A. All Work 100 Working Days December 30, 2022
II. Contractor shall deliver the following tangible work products to the City by the following dates.

A. TBD upon award of the project.

III. The Contract Officer may approve extensions for performance of the services in accordance with Section 3.2.

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01240.0001/535311.1

PERFORMANCE BOND
WHEREAS, the CITY OF GLENDORA, (“City”), has awarded to __________________________________, as Contract for the work entitled and described as follows: CDBG Bender Avenue, Carter Dr, Santa Fe Ave, and Newburgh St Area Water and Street Improvement Project, Plan No. 1327;
WHEREAS, the Contractor is required under the terms of said Contract to furnish a bond for the faithful performance of the Contract;
NOW, THEREFORE, we the undersigned Contractor and Surety, are held and firmly bound unto the City in the sum of ________________________________________ ($______________), this amount being not less than one hundred percent (100%) of the total Contract price, lawful money of the United States of America, for payment of which sum well and truly be made we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. In case suit is brought upon this bond, the Surety will pay a reasonable attorney’s fee to the City in an amount to be fixed by the court.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bound Contractor, or its heirs, executors, administrators, successors, or assigns, shall in all things stand and abide by, well and truly keep and perform all undertakings, terms, covenants, conditions, and agreements in the said Contract and any alteration thereof, made as therein provided, all within the time and in the manner designated and in all respects according to their true intent and meaning, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

FURTHER, the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of such change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder.

Executed on 20___.

PRINCIPAL
(Seal if Corporation) By
Title
(Attach Acknowledgment of Authorized Representative of Principal) Item #11. Page 219
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01240.0001/535311.1
Any claims under this bond may be addressed to:
(name and address of Surety)
(name and address of Surety's agent for service
of
process in California, if different from above)
(telephone number of Surety's agent in
California)
(Attach Acknowledgment)
SURETY
By
(Attorney-in-Fact)
APPROVED:
(Attorney for CITY)
NOTICE:

No substitution or revision to this bond form will be accepted. Sureties must be authorized to do business in and have an agent for service of process in California. Certified copy of Power of Attorney must be attached.

Item #11. Page 220
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PAYMENT BOND
(Labor and Material Bond)
WHEREAS, the CITY OF GLENDORA, (“City”), has awarded to __________________________________, as Contractor (“Principal”), a Contract for the work entitled and described as follows: CDBG Bender Avenue, Carter Dr, Santa Fe Ave, and Newburgh St Area Water and Street Improvement Project, Plan No. 1327; WHEREAS, said Contractor is required to furnish a bond in conjunction with said Contract, to secure the payment of claims of laborers, mechanics, material men, and other persons as provided by law;
NOW, THEREFORE, we the undersigned Contractor and Surety, are held and firmly bound unto the City in the sum of ________________________________________ ($______________), this amount being not less than one hundred percent (100%) of the total Contract price, lawful money of the United States of America, for payment of which sum well and truly be made we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. In case suit is brought upon this bond, the Surety will pay a reasonable attorney’s fee to the City in an amount to be fixed by the court.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if said Contractor, its heirs, executors, administrators, successors, assigns, or subcontractor fails to pay: (1) for any work, materials, services, provisions, provender, or other supplies, or for the use of implements of machinery, used in, upon, for, or about the performance of the work to be done, or for any work or labor thereon of any kind; (2) for work performed by any of the persons named in Civil Code Section 9100; (3) for any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract; and/or (4) for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and/or its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety herein will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void.

This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon the bond. Moreover, if the City or any entity or person entitled to file stop payment notices is required to engage the services of an attorney in connection with the enforcement of this bond, each shall be liable for the reasonable attorney's fees incurred, with or without suit, in addition to the above sum.

Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of such change, extension of time, alteration, or modification of the Contract Documents or of the work to be performed thereunder.

Item #11. Page 221
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Executed on , 20___.

PRINCIPAL
(Seal if Corporation) By
Title
(Attach Acknowledgment of Authorized Representative of Principal) Any claims under this bond may be addressed to:
(name and address of Surety)
(name and address of Surety's agent for service
of process in California, if different from above)
(telephone number of Surety's agent in
California)
(Attach Acknowledgment)
SURETY
By
(Attorney-in-Fact)
APPROVED:
(Attorney for CITY)
NOTICE:

Item #11. Page 222
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WORKERS COMPENSATION INSURANCE CERTIFICATE
Description of Contract: City of Glendora
Project: CDBG Bender Avenue, Carter Dr, Santa Fe Ave, and Newburgh St Area Water and Street Improvement Project,
Plan No. 1327
Type of Insurance: Workers' Compensation and
Employers' Liability Insurance
THIS IS TO CERTIFY that the following policy has been issued by the below-stated company in conformance with the requirements of Article 5 of the Contract and is in force at this time, and is in a form approved by the Insurance Commissioner.

The Company will give at least 30 days' written notice to the City and Engineer/Architect prior to any cancellation of said policy.

POLICY NUMBER EXPIRATION DATE LIMITS OF LIABILITY
Workers' Compensation:

Statutory Limits Under the Laws
of the State of California
Employers' Liability:
$_________________ Each Accident
$_________________ Disease - Policy Limit
$_________________ Disease - Each Employee
Named Insured (Contractor) Insurance Company
Street Number Street Number
City and State City and State
By
(Company Representative)
(SEE NOTICE ON NEXT PAGE)
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Insurance Company Agent for Service
of Process in California:

Name
Agency
Street Number
City and State
Telephone Number
This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend, or alter the coverage afforded by the policy listed herein.

This is to certify that the policy has been issued to the named insured 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 policy described herein is subject to all the terms, exclusions, and conditions of such policy.

NOTICE:

No substitution or revision to the above certificate form will be accepted. If the insurance called for is provided by more than one insurance company, a separate certificate in the exact above form shall be provided for each insurance company.

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ADDITIONAL INSURED ENDORSEMENT

COMPREHENSIVE GENERAL LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

1. The
(“Public Agency”), its elected officials, officers, attorneys, agents, employees, and volunteers are additional insureds (the above named additional insureds are hereafter referred to as the “Additional Insureds”) under the Policy in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured. The Additional Insureds have no liability for the payment of any premiums or assessments under the Policy.

2. The insurance coverages afforded the Additional Insureds under the Policy shall be primary insurance, and no other insurance maintained by the Additional Insureds shall be called upon to contribute with the insurance coverages provided by the Policy.

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought except with respect to the limits of the Company's liability.

4. Nothing in this contract of insurance shall be construed to preclude coverage of a claim by one insured under the policy against another insured under the policy. All such claims shall be covered as third-party claims, i.e., in the same manner as if separate policies had been issued to each insured. Nothing contained in this provision shall operate to increase or replicate the Company's limits of liability as provided under the policy.

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained in or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereof. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard Item #11. Page 225
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to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

City Manager, City of Glendora, 116 E. Foothill Blvd., Glendora, California 91741-3380.

10. Except as stated above and not in conflict with this endorsement, nothing contained herein shall be held to waive, alter or extend any of the limits, agreements, or exclusions of the policy to which this endorsement is attached.

TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Contractual Liability □ Explosion Hazard
□ Owners/Landlords/Tenants □ Collapse Hazard
□ Manufacturers/Contractors □ Underground Property Damage □ Products/Completed Operations □ Pollution Liability
□ Broad Form Property Damage □ Liquor Liability
□ Extended Bodily Injury □
□ Broad Form Comprehensive □
General Liability Endorsement □

12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except:
(if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

13. This is an □ occurrence or □ claims made policy (check one).

14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .
(signatures on following page)
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I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
Item #11. Page 227
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ADDITIONAL INSURED ENDORSEMENT

AUTOMOBILE LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

5. The insurance afforded by the Policy for contractual liability insurance (subject to the terms, conditions and exclusions applicable to such insurance) includes liability assumed by the Named Insured under the indemnification and/or hold harmless provision(s) contained or executed in conjunction with the written agreement(s) or permit(s) designated above, between the Named Insured and the Additional Insureds.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard Item #11. Page 228
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to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

City Manager
City of Glendora
116 E. Foothill Blvd.

Glendora, California 91741-3380

TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY

11. Scheduled items or locations are to be identified on an attached sheet. The following inclusions relate to the above coverages. Includes:
□ Any Automobiles □ Truckers Coverage
□ All Owned Automobiles □ Motor Carrier Act
□ Non-owned Automobiles □ Bus Regulatory Reform Act
□ Hired Automobiles □ Public Livery Coverage
□ Scheduled Automobiles □
□ Garage Coverage □

12. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except: (if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

13. This is an □ occurrence or □ claims made policy (check one).

14. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number .
(signatures on following page)
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I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
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ADDITIONAL INSURED ENDORSEMENT

EXCESS LIABILITY
Name and address of named insured (“Named Insured”)
Name and address of Insurance Company (“Company”)
General description of agreement(s), permit(s), license(s), and/or activity(ies) insured Notwithstanding any inconsistent statement in the policy to which this endorsement is attached (the “Policy”) or in any endorsement now or hereafter attached thereto, it is agreed as follows:

3. Each insurance coverage under the Policy shall apply separately to each Additional Insured against whom claim is made or suit is brought, except with respect to the limits of the Company's liability.

6. The policy to which this endorsement is attached shall not be subject to cancellation, change in coverage, reduction of limits (except as the result of the payment of claims), or non-renewal except after written notice to Public Agency, by certified mail, return receipt requested, not less than thirty (30) days prior to the effective date thereto. In the event of Company's failure to comply with this notice provision, the policy as initially drafted will continue in full force and effect until compliance with this notice requirement.

7. Company hereby waives all rights of subrogation and contribution against the Additional Insureds, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to the perils insured against in relation to those activities described generally above with regard to operations performed by or on behalf of the Named Insured regardless of any prior, concurrent, or subsequent active or passive negligence by the Additional Insureds.

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8. It is hereby agreed that the laws of the State of California shall apply to and govern the validity, construction, interpretation, and enforcement of this contract of insurance.

9. This endorsement and all notices given hereunder shall be sent to Public Agency at:

City Manager
City of Glendora
116 E. Foothill Blvd.

Glendora, California 91741-3380

TYPE OF COVERAGES TO WHICH POLICY PERIOD LIMITS OF

THIS ENDORSEMENT ATTACHES FROM/TO LIABILITY
□ Following Form
□ Umbrella Liability
□

11. Applicable underlying coverages:

INSURANCE COMPANY POLICY NO. AMOUNT

12. The following inclusions, exclusions, extensions or specific provisions relate to the above coverages:

13. A □ deductible or □ self-insured retention (check one) of $ applies to all coverage(s) except:
(if none, so state). The deductible is applicable □ per claim or □ per occurrence (check one).

14. This is an □ occurrence or □ claims made policy (check one).

15. This endorsement is effective on at 12:01 a.m. and forms a part of Policy Number _________.
(signatures on following page)
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I, (print name), hereby
declare under penalty of perjury under the laws of the State of California, that I have the authority to bind the Company to this endorsement and that by my execution hereof, I do so bind the Company.

Executed , 20
Signature of Authorized Representative
(Original signature only; no facsimile signature
Telephone No.: ( ) or initialed signature accepted)
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GENERAL CONDITIONS
WORK IDENTIFICATION: CDBG Bender Avenue, Carter Dr, Santa Fe Ave, and Newburgh St Area Water and Street Improvement Project, Plan No. 1327.

ARTICLE PAGE
NO. CONTENTS NO.

1.0 Definitions 74

1.01 General Construction

1.02 Terms Defined

1.03 Standard Specifications

2.0 Work and Material Requirements 75

2.01 Use of Premises

2.02 Or Equal

2.03 Samples

2.04 Warranty

2.05 Liens

3.0 Payments to Contractor 77

3.01 Substitution of Securities

4.0 Time for Completion 77

4.01 Payments for Delays to Contractor

4.02 Rights of City to Increase Working Days

4.03 Liquidated Damages

5.0 Subcontracting 78

5.01 Subcontractors Bound by Contract

5.02 City Consent to Subcontractors

6.0 Work by Others 78

6.01 City's Right to Award Other Contracts

6.02 Contractor's Responsibilities

7.0 Authority of The City Engineer 79

7.01 General Authority

7.02 Interpretation of Specifications and Drawings

7.03 Inspection

7.04 Disputes Pertaining to Payment for Work

8.0 General Provisions 80

8.01 Utilities

8.02 Water Supply

8.03 Dust Control

8.04 Removal and disposal of Structures and Obstructions

8.05 Surveys

8.06 Layout and Field Engineering

8.07 Traffic Requirements

8.08 Tests and Inspections

8.09 Soils Investigation Report
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8.10 Compaction Tests

8.11 Cutting and Patching

8.12 Record Keeping

9.0 Acceptance of Work 84

9.01 Fulfillment of Contract

9.02 Correction of Work Before Acceptance

9.03 Deductions for Uncorrected Work

9.04 Final Cleaning Up

9.05 Certificate as to Compliance with Certain Regulations

9.06 Recycled Materials Certificate

1. Definitions

1.01 General Construction
(A) Terms defined in this Article which are used in other Contract Documents have the meaning assigned herein, unless the context requires a different meaning. (B) Words used herein in masculine gender include the feminine and neuter, and vice versa; the singulars include the plural, and vice versa. The word "person" includes a corporation, association or partnership.
(C) Unless otherwise specifically defined herein, or unless the context requires a different meaning, all words, terms and phrases having a well-known or technical meaning shall be construed.

1.02 Terms Defined
(A) City The City of Glendora, or the Glendora Community Redevelopment Agency, County of Los Angeles, State of California. (B) City Clerk The City Clerk or Secretary of the City. (C) City Council The City Council or Agency of the City. (D) City Engineer/Engineer The City Engineer of the City or his duly authorized deputies,
of Work/Engineer agents, representatives, or inspectors. (E) Contractor The successful bidder to whom the contract is awarded.
(F) Days Calendar days, unless business days or workdays are expressly
specified.
(G) Materials Any material, equipment, appliance, process, item or article of any nature
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whatsoever installed or incorporated into the work or
provided to the City under the contract.
(H) Project The project is the total improvement, of which the work performed under the contract may be the whole or a part. (I) Special Conditions Any Contract Document that supplements, modifies and, when in conflict, supersedes these General
Conditions.
(J) Standard Specifications/ Standard Specifications for Public Works Construction, latest edition, written and promulgated by the
Greenbook Committee.
(K) Subcontractor Any subcontractor under the Contractor. (L) Work That which is proposed to be constructed or
done
under the contract, in strict accordance with the
Contract Documents, including the furnishing of
all
necessary or convenient tools, equipment, materials,
labor and transportation.

1.03 Standard Specifications
The provisions of these General Conditions and any other Contract Document supersede the Standard Specifications to the extent that said provisions supplement, modify or conflict with the Standard Specifications.

2. Work and Material Requirements

2.01 Use of Premises
(A) The Contractor shall confine all tools and equipment, the storage of materials, and the operation of workers to areas designated by the City Engineer. (B) With respect to any premises, tools or equipment of the City made use of in the performance of the contract, Contractor shall have inspected the same prior to use, have accepted them in good safe condition and have agreed to maintain them in a safe condition for the protection of workmen while using them during the performance of the work.

2.02 Or Equal
In the event Contractor furnishes and "or equal" material more expensive than that specified in the bid form, the difference in cost of such material so furnished shall be borne by Contractor, pursuant to California Public Contract Code Section 3400. [P.C.C. Section 3400]

2.03 Samples
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Contractor shall furnish for approval, within thirty-five (35) days following notice of award of contract, all samples as required in specifications together with catalogs and supporting data required by the City Engineer. This provision shall not authorize any extension of time for performance of the contract. The City Engineer will review such samples only for conformance with design and concept of work and for compliance with information given in the Contract Documents. Work shall be in accordance with approved samples, pursuant to California Public Contract Code Section 3400. [P.C.C. Section 3400]

2.04 Warranty
(A) Besides warranties and guaranties otherwise required by the Contract Documents, Contractor warrants and guarantees all work for a period of one year after date of acceptance of work by the City and shall repair or replace any or all such work, together with any other work, which may be displaced in so doing, that may prove defective in workmanship, materials or both within one year from date of acceptance without expense whatsoever to the City, ordinary wear and tear, usual abuse or neglect excepted. The City Engineer will give notice of observed defects with reasonable promptness. Contractor shall notify the City Engineer upon completion of repairs. (B) In the event Contractor fails to commence the corrective work within ten (10) days after being notified in writing to do so by the City Engineer and prosecute the corrective work to timely completion, the City may proceed to have defects corrected and made good at the expense of Contractor who shall pay costs and charges therefore immediately on demand. (C) If, in the opinion of the City Engineer, defective work creates dangerous condition or requires immediate corrective work to prevent further loss to the City or to prevent interruption of operations of the City, the City Engineer shall attempt to give the notice required by this section. If Contractor cannot be contacted or does not comply with the City's request for correction within a reasonable time as determined by the City Engineer, the City may, notwithstanding the provisions of this Section, proceed to make such corrective work, and the Contractor shall be liable for costs of such corrective work. Such action by the City will not relieve Contractor of the warranties and guaranties provided in this Section or elsewhere in the contract. (D) This section does not in any way limit the warranty or guaranty on any material for which a longer warranty or guaranty is specified in the Contract Documents or on any items for which a manufacturer gives a warranty or guaranty for a longer period. Contractor shall furnish the City Engineer with all appropriate warranty and guaranty certificates upon completion of the work.

2.05 Liens
No materials, supplies, tools or equipment for work under this contract shall be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest herein or in any part thereof is retained by seller or supplier. Contractor warrants good title to all materials installed or incorporated in the work by Contractor or any subcontractor and agrees upon completion of all work to deliver premises, together with all improvements and appurtenances constructed or placed thereon by him or her, to the City free from any claims, liens; or charges.

Contractor further agrees that neither he nor any person, firm, or corporation furnishing any materials, supplies, tools, equipment or labor for any work covered by this contract shall have any right to lien upon the premises or any improvement or appurtenance thereon, except that Contractor may install metering devices or other equipment of utility companies or of political subdivisions title to which is commonly retained by utility company or political subdivision. In event of installation of any such Item #11. Page 237
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metering device or equipment, Contractor shall advise the City as to owner thereof. Nothing contained in this article, however, shall defeat or impair the rights of persons furnishing material or labor under any bond given by Contractor for their protection or any rights under any law permitting such persons to look to funds due Contractor in the hand of the City, and this provision shall be inserted in all subcontracts and material contracts and notice of its provisions shall be given to all persons furnishing material for work when no formal contract is entered into for such material.

3. Progress Payments to Contractor

3.01 Substitution of Securities
Pursuant to Public Contract Code Section 22300 and upon Contractor's request, the City will make payment of funds retained from progress payments for performance security, if Contractor deposits in escrow with the City Treasurer or with a state or federal chartered bank acceptable to the City as escrow agent, securities eligible for the investment of City funds under Government Code Section 16430 or bank or savings and loan certificates of deposit. [P.C.C. Section 22300] Securities shall be substituted upon the following terms and conditions:
(1) Contractor shall bear the expense of the City and the escrow agent, either the City Treasurer or the bank, in connection with the escrow deposit made. (2) Securities or certificates of deposit shall be of a value equal to 100 percent of the amounts of retention to be paid to Contractor pursuant to this section. (3) Contractor shall enter into an Escrow Agreement in the form attached to these General Conditions as Exhibit "A".
(4) Contractor shall obtain the written consent of the surety to the escrow Agreement.

4. Time for Completion

4.01 Payment for Delays to Contractor
Contractor will be compensated when any extension of time is granted for delays caused solely by action or inaction of the City, which the City Engineer determines materially increases or decreases the costs of any portion of the work. If the City Engineer determines that compensation is not justified, Contractor will be so advised in writing. Contractor may then submit a notice of potential claim to the City Engineer, as provided in the Standard Specifications relative to disputed work.

4.02 Rights of City to Increase Working Days
If the such work is not completed within the time for completion, the City Council shall have the right to increase the number of working days in the amount it may determine will best serve the interests of the City, and if it desires to increase said number of working days it shall have the further right to charge the Contractor and deduct from the final payment for the work, the actual cost of engineering, inspection, superintendence, and other overhead expenses which are directly chargeable to Contractor, and which accrue during the period of such extension, except that the cost of the final service and preparation of the final estimates shall not be included in such charges.

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4.03 Liquidated Damages
The sum that the Contractor shall pay to the City as liquidated damages is one thousand dollars ($1000.00) per working day. Liquidated damages shall be deducted from any payments due or to become due to the Contractor under the terms of this contract. {Government Code Section 53069.85} Progress payments made by the City after the time allowed to complete the work shall not constitute a waiver of liquidated damages by the City.

City Contractor

5. Subcontracting

5.01 Subcontractors Bound by Contract
Contractor agrees to bind every subcontractor by the terms of the contract as far as such terms are applicable to subcontractor's work. If Contractor shall subcontract any part of this contract, Contractor shall be as fully responsible to the City for acts and omissions of every subcontractor and of persons either directly or indirectly employed by every such subcontractor, as he is for acts and omissions of persons directly employed by himself. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the City.

5.02 City Consent to Subcontractor
The City's consent to, or approval of, any subcontractor under the contract shall not in any way relieve Contractor of his obligations under the contract and no such subcontract or approval thereof shall be deemed to waive any provision of the contract between the City and Contractor.

6. Work by Others

6.01 City's Right to Award Other Contracts
(A) The City reserves the right to award other contract in connection with the project. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at the site of the project.
(B) The simultaneous execution of any contract is likely to cause interference with performance of some other contract or contracts, the City shall decide which contractor shall cease work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. Notwithstanding any other provision of these General Conditions, the City shall not be responsible for any damages suffered or extra costs incurred by Contractor resulting directly or indirectly from award or performance or attempted performance of any other contract or contracts on project, or caused by any decision or omission of the City respecting the order of precedence in performance on contracts.

6.02 Contractor's Responsibilities
Contractor shall ascertain to his own satisfaction the scope of the project and nature of any other contracts that have been or may be awarded by the City in prosecution of project to the end Item #11. Page 239
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that Contractor may perform the contract in the light of such other contracts, if any. Contractor shall afford other contractors reasonable opportunity for introduction and storage of their materials and execution of their work and shall properly connect and coordinate his work with theirs. Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the project.

If any part of Contractor's work depends for proper execution or results upon work of any other contractor, Contractor shall inspect and promptly report to the City Engineer any defects in such work that render it unsuitable for such proper execution and results. His failure to do so shall constitute a waiver by Contractor of any claim of delay caused by events beyond Contractor's control.

Contractor shall submit copies of Purchase Order within five (5) working days of the Notice of Award of contract.

No work is allowed until all equipment is delivered to the contractor’s yard or contractor is not allowed to begin any work until all signal equipment is on hand.

7. Authority of The City Engineer

7.01 General Authority
The City Engineer shall decide any and all questions which may arise as to the quality or acceptability of materials furnished and work performed, and as to the manner of performance and rate of progress of the work, and shall decide all questions which may arise as to the interpretation of the Drawings and specifications, and all questions as to the acceptable fulfillment of the contract on the part of the Contractor, and as to compensation. His decisions shall be final and he shall have authority to enforce and make effective such decisions and orders.

7.02 Interpretation of Drawings and Specifications
The City Engineer shall interpret the meaning of any part of the Drawings and specifications about which any misunderstanding may arise and his decision will be final. Should there appear to be any error or discrepancy in or between the drawings and specifications, Contractor shall refer the matter to the City Engineer for adjustment before proceeding with the work. Should Contractor proceed with the work without so referring the matter, he does so at his own risk.

7.03 Inspection
The City Engineer shall have full access to all operations involving work under the contract and shall be provided reasonable advance notice of the time and place of operations which he desires to observe. He shall be provided with all requested samples of materials and work for testing purposes.

7.04 Disputes Pertaining to Payment for Work
Should any dispute arise respecting the true value of any work done, of any work omitted, or any extra work which Contractor may be required to do, or respecting the size of any payment to Contractor during the performance of this contract, such dispute shall be decided by the City Engineer.

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8. General Provisions

8.01 Utilities
(A) All utilities, including but not limited to, electricity, water, gas, telephone used on the work shall be furnished at Contractor's sole expense. Contractor shall furnish and install necessary, temporary distribution systems, including meters, from distribution points to points on site where utility is necessary to carry on the work. Upon completion of work, Contractor shall remove all temporary distribution systems.
(B) If the contract is for an addition to an existing structure, Contractor may, with written permission of the City Engineer, use the City's existing utilities to carry on the work by making prearranged payments to the City.

8.02 Water Supply
In accordance with Glendora Municipal Code Section 14.20.090 and Section 14.28 et seq., City water will be made available to the Contractor as follows:

All water used other than through a service connection and meter shall be through a fire hydrant meter. Hydrant meters shall be installed by the Contractor and moved from one location to another only upon approval of the City Engineer and the Los Angeles County Fire Department. The applicant shall deposit one thousand and twenty dollars ($1,020.00) with the City for such service and shall pay a one hundred dollar ($100.00) minimum charge per month or portion thereof for such use.

Water used shall be charged at current rate approved by the City Council for each zone of use per one hundred cubic feet (100 cu. Ft.).

8.03 Dust Control
Contractor shall provide such dust control equipment and methods as may be required to protect adjacent property from annoyance or damage from dust caused by his operations, and failure to control such dust shall be cause for the City Engineer to stop the work until said dust is controlled.

Contractor shall have no recourse to collect from City for any loss of time or expense sustained by him due to such suspension of work.

8.04 Removal and Disposal of Structures and Obstructions All fences, trees and obstructions of any nature to the execution of the work shall be removed by Contractor and be disposed of, reused or delivered to the City Yard as required. This work is to be included in the cost of other items bid on, if there is no item covering same. All such obstructions privately owned which are removed by Contractor shall be replaced or compensated for to the satisfaction of the City Engineer at the Contractor's sole expense.

8.05 Surveys
All surveys required are the responsibility of the Contractor.

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8.06 Layout and Field Engineering
All field Engineering required for layout of the work and establishing grades for earthwork operations shall be furnished by Contractor at his sole expense. Such work shall be done by a qualified civil engineer approved by the City Engineer. Any required "As Built" drawings of site development shall be prepared by the approved civil engineer at the Contractor's sole expense.

8.07 Traffic Requirements
(A) Standard References
(1) All warning signs, barricades, lights and performance of flagmen shall conform to the "Manual of Traffic Controls for Construction and Maintenance Work Zones" (latest edition) which is compiled in accordance with Section 21400 of the California Vehicle Code and issued by the State of California, Department of Transportation (Caltrans). All work area traffic control shall be provided, installed and maintained in good condition by the contractor.
(B) Minimum Requirements for Maintaining Traffic Flow
(1) Traffic in both directions shall be maintained on all streets at all times. The Contractor shall maintain a minimum lane width of ten (10) feet, a minimum clearance of three (3) feet to excavations, and a minimum of two (2) feet to curbs and other obstructions. In the event only one lane is available, the Contractor shall provide flaggers for safe and adequate passage of public traffic. The Contractor shall provide access to all emergency vehicles into and out of the work areas at all times. (2) Vehicular access to driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. (3) The Contractor shall maintain all travel lanes on streets throughout the project free and clear of debris and/or construction equipment.
(4) When entering or leaving roadways carrying traffic, the Contractor’s equipment, whether loaded or empty shall in all cases yield to public traffic. Haul trucks shall be covered with tarps and secured prior to entering the traffic lanes. (5) The Contractor shall include furnishing and placing temporary pavement and removal of temporary pavement to accommodate access of traffic from travel lanes in and out of private property, walks, and streets. The cost of furnishing and maintenance of these items during construction shall be included within the various bid items requiring such efforts and no additional compensation shall be allowed therefor.
(C) Street Closures, Detours, and Barricades
(1) The Contractor shall submit to the City Engineer, for review and approval, a drawing for providing temporary traffic control during construction at least five (5) working days before closing or partially closing any street.

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(2) The Contractor shall notify the following agencies at least forty-eight (48) hours in advance of closing, partially closing or opening any street, alley or other thoroughfare within the City of Glendora.

1. City Engineer, Glendora

2. Los Angeles County Fire Department

3. Police Department, City of Glendora

4. Athens Services (waste collection and street sweeping)

5. Post Office, Glendora
(3) The Contractor shall furnish and maintain all warning lights, signs, barricades and other facilities for the sole convenience and safe direction of public traffic. The Contractor shall post temporary “No Parking” signs a minimum of 48-hours prior to restriction of parking within the work area.
(4) Should the Contractor, in the opinion of the Engineer, fail to provide adequate work zone traffic control at any time during the course of the work, the City will have the necessary traffic control done either by City forces or by contract. The cost of such traffic control will be charged to the Contractor and the amount deducted from the contract.
(5) All costs for providing and maintaining traffic control during construction shall be as stated in the special provision.

8.08 Tests and Inspections
(A) If the contract, laws, ordinances, regulators or any public authority requires any work to be specially inspected, tested or approved, Contractor shall give notice in accordance with such authority of its readiness for such inspection or test at least two (2) working days prior thereto. If inspection or testing is by authority other than the City. Contractor shall give at least two (2) working days prior written notice to the City Engineer of the date fixed therefor. Required certificates of inspection or approval shall be secured by Contractor. Observations by the City Engineer shall be promptly made, and where practicable at source of supply. If any work should be covered up without approval or consent of the City Engineer, it must, if required by the City Engineer, be uncovered for inspection or testing and satisfactorily reconstructed at Contractor's sole expense in strict accordance with the Contract Documents. Costs of tests and inspections of any materials found to be not in compliance with contract shall be paid for by Contractor at his sole expense. Other costs for tests and inspection of materials shall be paid by the City.
(B) Where such inspecting and testing are to be conducted by an independent laboratory or agency, such materials or samples of materials to be tested shall be selected by such laboratory or agency, or the City's Engineer, and not by Contractor.
(C) Contractor shall notify the City Engineer in writing a sufficient time in advance of manufacture of materials to be supplied by him under contract, which must by terms of contract be tested, in order that the City Engineer may arrange for testing of same at source of supply. Any materials shipped by Contractor from source of supply prior to having satisfactorily passed such testing and inspection, or prior to receipt of notice from the City Engineer that such testing and inspection will not be required, shall not be incorporated in the work without prior approval of the City Engineer and subsequent testing and inspections.

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(D) Reexamination of questioned work may be ordered by the City Engineer and, if so ordered, work must be uncovered by Contractor. If such work be found in accordance with Contract Documents, the City shall pay costs of reexamination and replacement. If such work be found not in accordance with Contract Documents, Contractor shall pay such costs at his sole expense.

8.09 Soils Investigation Report
When a soils investigation report is available from the City, such report shall not be a part of the contract. Any information obtained from such report or any information given on drawings as to subsurface soil condition or to elevations of existing grades or elevations of underlying rock is approximate only, is not guaranteed, and does not form a part of the contract. Contractor is required to make a visual examination of site and must make whatever tests he deems appropriate to determine underground condition of soil. Contractor agrees that he will make no claim against the City for damages in event that during progress of the work, Contractor encounters subsurface or latent conditions at site materially differing from those shown on Drawings or indicated in specifications, or for unknown conditions of an unusual nature which differ materially from those ordinarily encountered and generally recognized as inherent in the work of the character provided for the drawings and specifications.

8.10 Compaction Tests
(A) The Contractor shall perform compaction tests as required by the City Engineer, in accordance with ASTM D-1557 or California Test Method No. 216. (B) The Contractor shall bear the total expense of all failing tests.

8.11 Cutting and Patching
(A) Contractor shall do all cutting, fitting, or patching of the work as required to make its several parts come together properly and fit to receive or be received by work of other contractors showing upon, or reasonably implied by, the drawings and specifications for the completed project, and he shall make good after them as the City Engineer may direct. All cost caused by defective or ill-timed work shall be borne by party responsible therefor. (B) Contractor shall not endanger any work by cutting, excavating, or otherwise altering work and shall not cut or alter work of any other contractor, except with written consent of the City Engineer.

8.12 Record Keeping
(A) The Contractor shall furnish a work schedule for the project to the Engineer. The first working day of the contract will be ten (10) calendar days from the date specified in the notice to proceed.

9. Acceptance of Work

9.01Fulfillment of Contract
Contractor shall, at his sole expense, protect and care for all work until the contract has been fulfilled to the satisfaction of, and the work has been accepted in writing by, the City Engineer. The Item #11. Page 244
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date upon which the City Engineer accepts the work as complete shall be the date that the Contractor is relieved from responsibility to protect the work.

9.02 Correction of Work Before Acceptance
(A) Contractor shall promptly remove from premises all work condemned by the City Engineer as failing to conform to contract, whether or not installed or incorporated. Contractor shall promptly replace and re-execute the work to comply with the Contract Documents without additional expense to the City and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement.
(B) If Contractor does not remove such condemned work within a reasonable time, fixed by written notice, the City may remove it and may store the material at Contractor's expense. If contractor does not pay expenses of such removal within ten (10) days time thereafter, the City may, upon ten (10) days written notice, sell such materials at auction or at private sale and shall account for net proceeds thereof, after deducting all costs and expenses that should have been borne by Contractor.

9.03 Deductions for Uncorrected Work
If the City deems it inexpedient to correct work injured or done not in accordance with the contract, an equitable deduction from contract price be made thereof.

9.04 Final Cleaning Up
Upon completion of the work and before acceptance and final payment shall be made, Contractor, at his sole expense, shall clean the work and all premises occupied by him in connection with the work. All rubbish, excess materials, falsework, temporary structures, tools and equipment shall be removed and all parts of the work shall be left by removal of structures shall be filled with clean suitable soil acceptable to the City Engineer.

9.05 Certificate as to Compliance with Certain Regulations The Contractor shall file with the City Engineer, prior to the acceptance of the work, a certificate in form substantially as follows:

I (We) hereby certify that all work has been performed and materials supplied in accordance with the specifications, drawings, and Contract documents for the above work and that:
(a) No less than the prevailing rates of per diem wages as ascertained by the Director of Industrial Relations has been paid to workers employed on this work and a copy of said rates has been posted and maintained at the work site at all times during the course of the work;
(b) There have been no unauthorized substitutions of subcontractors; nor have any unauthorized subcontracts been entered into;
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(c) No subcontract was assigned or transferred or performed by anyone other than the original subcontractor, except as provided in the Subletting and Subcontracting Fair Practices Act, Public Contract Code, Section 4100, et. seq. (d) All claims for materials and labor and other services performed in connection with the Contract Documents have been paid.

9.06 Recycled Materials Certificate
The Contractor shall file with the City Engineer, prior to the acceptance of the work, a Recycled Materials Certificate. The Recycled Materials Certificate shall list all recycled materials used in connection with work or delivered off-site for recycling. Certificate shall include for each recycled material type: a) Material description, b) Material quantity, c) Method of measurement, d) Material origination location, e) Material deposition location. Certificate shall comply with all AB939 requirements.
end Section VI - General Conditions
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ESCROW AGREEMENT FOR SECURITY DEPOSITS

IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the City of Glendora, whose address is 116 E. Foothill Boulevard, Glendora, CA 91741 hereinafter called "Owner," whose address is
hereinafter called "Contractor" and
whose address is
hereinafter called "Escrow Agent."
For the consideration hereinafter set forth, the Owner, Contractor, and Escrow Agent agree as follows:
(1) Pursuant to Section 22300 of the Public Contract Code of the State of California, Contractor has the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by Owner pursuant to the Construction Contract entered into between the Owner and Contractor for in the amount of dated _____ (hereinafter referred to as the "Contract"). When Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the Owner within 10 days of the deposit. The market value of the securities at the time of the substitution shall be at least equal to the cash amount then required to be withheld as retention under the terms of the Contract between the Owner and Contractor. Securities shall be held in the name of and shall designate the Contractor as the beneficial owner.
(2) The Owner shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above.
(3) Alternatively, the Owner may make payments directly to Escrow Agent in the amount of retention for the benefit of the Owner until such time as the escrow created hereunder is terminated. (4) Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in administering the escrow account. These expenses and payment terms shall be determined by the Contractor and Escrow Agent. (5) The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the Owner.
(6) Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from Owner to the Escrow Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor. (7) The Owner shall have a right to draw upon the securities in the event of default by the contractor. Upon seven (7) days written notice to the escrow agent from the owner of the default, the escrow agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the Owner. (8) Upon receipt of written notification from the Owner certifying that the Contract is final and complete, and that the Contractor has complied with all requirements and procedures applicable to the Contract, Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. (9) Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant to Sections 4 to 6 inclusive, of this agreement and the Owner and Contractor shall hold Escrow Agent harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above. (10) The names of the persons who are authorized to give written notice or to receive written notice on behalf of the Owner and on behalf of the Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:

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On behalf of Owner: On behalf of Contractor: On behalf of Escrow Agent:

Title Title Title
Name Name Name
Signature Signature Signature
Address Address Address
At the time the Escrow Account is opened, the owner and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement.

IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above.

Owner: Contractor:

Title: Title:

Name: Name:

Signature: Signature:
[P.C.C. Section 22300]
End Section VII - Escrow Agreement
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SPECIAL PROVISIONS
DEFINITION OF BID ITEMS – MEASUREMENT & PAYMENT

CDBG BENDER AVENUE, CARTER DR, SANTA FE AVE, AND NEWBURGH ST AREA WATER AND STREET IMPROVEMENT PROJECT, PLAN NO. 1327
Note:

All features and details required to complete work as shown per the Plans, Specifications and Special Provisions and not specifically itemized in the Definition of Bid Items shall be considered included in and a part of the Unit Prices of all Bid Items and an aggregate of the Total Bid Amount.

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COMPLIANCE

WITH LOCAL NPDES PERMIT REQUIREMENTS IN ATTEMPT TO PROTECT THE STORM DRAIN SYSTEM AND RECEIVING WATERS.

GENERAL
If the work, or any portion thereof, shall be damaged in any way, or if any defective materials or faulty workmanship shall be discovered at any time prior to final payment, the Contractor shall forthwith, at its own cost and expense, repair said damage, or replace such defective or damaged materials in a manner satisfactory to the City Engineer and or Public Works Director.

The Contractor shall be held responsible for all material furnished by him, and shall replace any material that is defective, damaged, or does not conform to the specifications at no expense to the City.

Defective Material: All materials which are not in conformity to the requirements of the specifications shall be considered as defective and such materials, whether in place or not, shall be rejected and are to be removed from the site of the work unless permitted otherwise by the Engineer. No rejected material, the defects of which may have been substantially corrected, may be used until the Engineer has given approval.

All pipe fittings, valves, hydrants, and other appurtenances shall be examined carefully for damage and other defects immediately before installation. Defective materials shall be marked and held for inspection by the Engineer, who may prescribe corrective repairs or reject the materials.

All pipes shall be examined carefully for soundness and specification compliance immediately before installation. Defective pipe or pipe that does not comply with the specifications shall be marked and held for inspection by the Engineer, who may prescribe corrective repairs or reject the pipe.

All defects in the pipeline and appurtenances shall be corrected by the Contractor at no additional costs to the City.

Failure of the Engineer to condemn materials on preliminary inspection shall not be grounds for acceptance if future defects are found.

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The Contractor shall assume full responsibility and expense of protecting all equipment and materials under his care.

Work done in the absence of inspection by the Engineer may be required to be removed and replaced under the inspection of the Engineer, and the entire cost of removal and replacement, including the cost of all materials which may be furnished by the CITY and used in the work thus removed, shall be borne by the Contractor, regardless of whether the work removed is found to be defective or not. Work covered without the approval of the Engineer shall, if so directed by the Engineer, be uncovered to the extent required by the Engineer, and the Contractor shall similarly bear the entire cost of performing all the work and furnishing all the materials necessary for the removal of the covering and its subsequent replacement, including all costs for additional inspection.

The Engineer and any authorized representatives shall at all times have access to the Work during its construction at shops and yards as well as the Work site. The Contractor shall provide every reasonable facility for ascertaining that the materials and workmanship are in accordance with the Contract Documents.

Inspection of the Work shall not relieve the Contractor of the obligation to fulfill all conditions of the Contract.

Any changes to plans or clarification of plans and specs must be submitted through an RFI.

STANDARD SPECIFICATIONS
The Standard Specifications for the project shall be the 2021 edition of the “Standard Specifications for Public Works Construction” (SSPWC or “Greenbook”), American Water Works Association “AWWA” and City of Glendora Standard Design and Specification “S. D. & S.”, including all supplements. The SPPWC is prepared and promulgated by Public Works Standards, Inc., a California Nonprofit Mutual Benefit Corporation, whose members are the American Public Works Association, the associated General Contractors of California, the Engineering Contractor’s Association, the Southern California Contractors Association and BNI Publications, Inc. Copies of these Standard Specifications are available from the publisher, Building News Incorporated, 990 Park Center Drive, Suite E, Vista, CA 92081.

The Standard Specifications set forth above control the construction materials and construction methods for this contract except as amended by the Plans, these Special Provisions or other Contract Documents. The Contractor shall comply with the Standard Specifications in addition to the general conditions set forth in the Contract Documents.

Emergency Information
The names, addresses and telephone numbers of the Contractor and Subcontractors, or their representatives shall be filed with the City Engineer, the City of Glendora Police Department, and the Los Angeles County Fire Department prior to beginning work on the project.

Construction Maintenance
The Contractor shall be required to maintain the construction area as to debris, dust control, dirt stock piling, material stock piling, etc. so as to cause the least amount of inconvenience to the public. When directed by the City’s representative, the Contractor shall furnish and operate a selfItem #11. Page 250 Meeting Date: 9/13/2022 / Packet Page #: 481
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loading motor sweeper with spray nozzles at least once each workday to keep paved areas acceptably clean to the satisfaction of the Inspector and the City Engineer.

No overnight parking of the vehicles or equipment is allowed, unless approved by the City.

All excess excavated materials are to be removed immediately and disposed of at an approved site unless otherwise approved by the City Engineer.

Areas for Contractor’s Use
The street right-of-way shall be used only for purposes that are necessary to perform the required work. The Contractor shall not occupy the right-of-way or allow others to occupy the right-of-way for purposes which are not necessary to perform the required work.

Use of Contractor’s work areas shall be at the Contractor’s own risk, and the City shall not be held liable for any damages or loss of materials or equipment located within such areas. The Contractor shall remove all equipment, materials, and rubbish from the work areas and storage areas at the completion of its work. Any area utilized by the Contractor during its operations on the project shall be restored to a presentable and acceptable condition as directed by the City Engineer.

The Contractor shall secure at its own expense any area required for equipment and material storage, or for any other purposes, if sufficient area is not available to it within the project limits.

Working Times
The Contractor shall not begin work before 7:00 AM and shall cease work by 4:00 PM and shall not work on Saturdays, Sundays, or the following Holidays as observed by the City: New Year’s Day, Martin Luther King, Jr. Day, President’s Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, day following Thanksgiving Day, Christmas Eve and New Year’s Eve.

At all times outside of those listed above, all traffic lanes shall be passable and open to traffic.

Any deviations from this schedule must have the expressed permission from the City Engineer.

No work to be performed until traffic control is in place.

Pre-construction MEETING
The Contractor shall attend a pre-construction meeting scheduled by the City’s representative prior to commencement of work on the project. This meeting shall be attended by City staff and utility companies’ representative to discuss construction guidelines and further coordination as required. A weekly updated schedule of work is required at weekly progress meeting.

Extra Work
Any item considered to be extra work must be reported to the City immediately. All Extra Work claims shall be submitted in writing within 24 hours of encountering the extra work. Submittal of false claims is punished by State law and in addition, the contractor shall reimburse the City for Item #11. Page 251
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all employees’ costs and other fees spent on researching and reconciling the false claim.

The basis for establishing costs for Labor, Material and Equipment will be determined in accordance with section 7-4 of the Standard Specifications. Labor surcharge and Equipment Rental Rates will be paid at the applicable Caltrans rates for the time when extra work is performed.

The following percentages shall be added to the Contractor’s costs and shall constitute the markups for all overhead, profit and increase in bond premium caused by the Extra Work.

1. Labor 15%

2. Material 15%

3. Equipment 10%

4. Subcontractor 10% for first $5,000 portion of work performed 5% in excess of $5,000 portion of work performed
Contractor Submittals
In accordance with section 2-5.3 of the Standard Specifications, at a minimum the Contractor shall submit the following for the Engineer’s approval prior to commencing any work:
• Detailed Schedule of Work
• List of Subcontractors and Suppliers (including contact names and phone numbers) • Corporation Stops and Angle Meter Stops
• Copper Pipe and Fittings
• Pipe, Fittings, and Joints
• Saddle, Adapter, and Reducer/Enlarger fittings
• Gate Valves and Valve Casing
• Polyethylene Encasement
• Fire Hydrant Assembly
• Pre-construction corner records
• CAB or CMB Mix Designs
• Asphalt Concrete Mix Designs
• Asphalt Rubber Hot Mix Designs (ARHM-G)
• PCC Mix Designs
• Striping, Marking and Raised Pavement Marker Materials • Water Main Shutdown Schedule (No Monday or Friday shutdown) • Project information sign

ROOT PRUNING AND TREE TRIMMING
Section 300-1.2 is amended by adding the following:

Tree branches which hang within 13.5 feet above finished roadway grade or within 9 feet above finished sidewalk or parkway grade shall be removed to the branch collar in Item #11. Page 252
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accordance with the current pruning standards of the International Society of Arboriculture (ISA). The Contractor shall remove additional tree branches, under the direction of the Engineer, in such a manner that the tree will present a balanced appearance. No paint or tree sealant shall be applied to the resulting scars. All pruning shall be done under the supervision of an ISA Certified Arborist in the Contractor’s employ.

All the root pruning required to place or replace walks, or other permanent facilities shall be limited to the minimum amount necessary to set forms.

All roots 2 inches and larger shall be cut with sharp tool such as axe or chainsaw. No roots shall be broken off by trenching or other heavy equipment.

No root shall be removed within five (5) diameters of the tree trunk measured at 4 feet, 9 inches above grade without the express written permission of the City. Any such root removed without the City’s written permission may create a hazardous condition for which the Contractor shall be liable.

Should the Contractor create a hazardous condition in the sole judgment of the Engineer the Contractor shall remove the tree and replace it with a specimen of the same species and value at the Contractor’s expense.

All significant root pruning (3-inch diameter and larger) shall be performed under the direct supervision of an ISA Certified Arborist in the Contractor’s employ.

All trees noted on the drawings for tree pruning or as determined necessary to complete the proposed improvements shall have crown reduction and crown thinning performed in accordance with standards published by the Western Chapter of the International Society of Arboriculture (ISA). All pruning shall be performed by ISA certified tree workers under direct supervision of an ISA certified arborist. The Contractor shall furnish such credentials to the Engineer prior to commencement of any tree work.

All costs associated with tree trimming and root pruning shall be inclusive of the price bid for respective items that require such work for completion.

SURVEYING
The Contractor shall provide all surveying and construction staking required for the construction of this project. The cost for all surveying and/or construction staking shall be included in the unit price bid for any applicable work and no additional compensation shall be allowed. The Contractor shall be responsible for the protection or replacement of all monuments damaged by the scope of work. All field work, applicable documentation, monument resetting and final recording shall be the responsibility of the contractor. All work associated with surveying shall be completed prior to final close out of the construction contract.

AS-BUILT DRAWINGS
The Contractor shall provide and maintain a complete, legible, and accurate As-Built record set of prints. Such prints shall be kept up to date as work progresses and shall be Item #11. Page 253
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maintained at the job site during construction. Progress payments for City of Glendora projects will not be processed until the As-Built drawings are reviewed and approved by the City of Glendora Water Division.

As-Built drawings shall be prepared and shall show all changes in the work constituting deviations from the original contract drawings. All conceptual or major design changes shall be approved by the City of Glendora Water Division before implementing the change in the construction contract.

Upon completion of the work, all required information, dimensions and adjustments to the original contract drawings shall be submitted to the City of Glendora Water Division to be transferred to the record drawings. Facilities and items to be located and verified on the record drawings shall include the following:
a. Point of connections.
b. Actual location of existing utility mains (water, sewer, gas, storm drain) and encased electrical conduit banks crossing the water main.
c. Actual location of existing water, sewer and gas service laterals and communications conduit only when there is a conflict which requires a vertical and/or horizontal alignment change of the water main to be installed.
d. Water mains: where deviations along installed water mains are more than ½ foot vertically and more than 1 foot horizontally, actual location (line and grade) shall be noted on the plans at intervals of 100 feet.
e. Services: where service tie-in differs from the plan station by more than 2 feet or when meter box is not perpendicular from the main, corporation stops shall be stationed. For all service lines that have been directional changes, such as in the case of cul-de-sacs, the actual installation shall be noted regardless of field changes, and shall be adequately referenced to the satisfaction of the Utility Inspector.
f. Any material changes, including additions, deletions and substitutions.
g. Other related facilities, as required by the Utility Inspector. h. Contractor shall write on all sheets where the water improvements were built per plan that the construction was made “Per Plan”.

Item #11. Page 254
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The Utility’s receipt and acceptance of As-Built drawings shall be a condition precedent to the release of the Contractor’s retention/final payment. For projects constructed by Developers, the Utility will not give final acceptance until approved “as-built” plans have been received.

BID ITEM DESCRIPTIONS
All Bid Items shall be in accordance with the Standard Specifications for Public Works Construction, Latest Edition including supplements, the Special Provisions and General Conditions of these Specifications, and the State of California Department of Transportation Standard Specifications, Latest Edition.

BID ITEM NO. 1 – MOBILIZATION, CLEARING AND GRUBBING, AND UNCLASSIFIED EXCAVATION (5% MAXIMUM OF TOTAL BID PRICE)
All clearing and grubbing shall conform to the provisions in Section 300-1, “Clearing and Grubbing” of the Standard Specifications. Removals shall be done in accordance with Section 300-2 “Unclassified Excavation” of the Standard Specifications.

This Bid Item shall include, but not be limited to, procurement and mobilization of all construction equipment, personnel, construction office, approved construction staging area, and preparation of existing ground within the project area. Brush and other organic matter shall be removed from the area of the proposed improvements and from any area where soils or construction materials will be stockpiled.

The following items of work shall be included in the lump sum bid for Mobilization, Clearing and Grubbing, and no additional compensation will be allowed:

1. Mobilization.

2. General excavation, earthwork, and grading not included specifically in any other bid items.

3. Protection of existing improvements in place.

The CONTRACTOR shall not disturb or damage existing improvements to be protected in place.

Any damage done by CONTRACTOR and/or its equipment shall be repaired or replaced as called out in Section 400-1 of the Standard Specifications at CONTRACTOR's expense.

The CONTRACTOR shall call USA prior to excavation and shall “pothole” existing utilities that fall within the proposed pavement removal areas as necessary to determine their depth to avoid damaging said utilities).

All removed material becomes the property of the CONTRACTOR and shall be hauled and disposed of properly at a licensed disposal facility outside of the roadway right-of-way.

This Bid Item shall also include the cost to secure bonds and insurance’s, movement of personnel, equipment, materials and incidentals to and from the project sites, securing a temporary construction yard, maintaining the project in a safe, clean and orderly manner during construction, Item #11. Page 255
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and final cleanup of the work and staging sites.

Payment for this item shall be on a lump sum basis in accordance with the provisions in Subsections 7-3.4, "Mobilization", 300-1.4, “Payment”, and 300-2.9, “Payment”, of the Standard Specifications and as indicated in the Bid Sheets unless identified by another bid item within these specifications and no additional compensation will be allowed. Progress payments shall be made upon the judgment of the Engineer as a percent complete.

BID ITEM NO. 2 – TRAFFIC CONTROL
This Bid Item shall include all material, equipment, and labor necessary to provide traffic control to fully protect the public from danger due to the work being done. The CONTRACTOR shall be responsible for furnishing, placing, modifying and maintaining the traffic control devices and temporary striping.

Also included in this Bid Item will be all of the requirements set forth in “Public Convenience and Traffic Control” of the General Specifications of these Specifications.

The CONTRACTOR shall provide and maintain all signs, barricades, pedestals, flashers, delineators and other necessary facilities for the protection of the motoring public within the limits of the construction area. All signs to be used on the job during hours of darkness shall be reflectorized. All signs, barricades and methods shall conform to the requirements of the current “California Manual on Uniform Traffic Control Devices” (CAMUTCD). The use of damaged, stained, or faded traffic control devices will not be accepted. Delineation devices shall be consistent in type and uniform throughout the project.

The CONTRACTOR shall provide a detailed Traffic Control Plan (“TCP”) for all phases of construction for review and shall conform to the Standard Specifications, General Provisions, Special Provisions, the latest edition of the California Edition of the Manual on Uniform Traffic Control Devices (“MUTCD”), the latest edition of Caltrans Standard Specifications and the latest edition of Caltrans Standard Plans and must be approved by the City Engineer before construction. The TCP shall be prepared under the supervision of and signed and stamped by a registered Professional Civil Engineer or a Traffic Engineer licensed to practice in the State of California. The TCP shall include signing, flagging, detour geometric, delineation and channelization, barriers and barricades, separation of opposing traffic streams, and hours of flash operation at signalized intersection(s). The Contractor shall not commence work before receiving approval of the TCP. Any delay in acquiring TCP approval will be at the Contractor’s expense and no additional Working Days will be granted.

At each entrance to the construction work locations, the CONTRACTOR shall supply and post signs warning motorists of possible safety hazards. The signs shall be of sufficient size and shall be mounted in such a way to be readable by the motorists.

No material or equipment shall be stored where it will interfere with the safe passage of public traffic and at the end of each day’s work, the CONTRACTOR shall remove all equipment and other obstructions from that portion of the roadway used by public traffic.

Whenever the CONTRACTOR’s operations require one-way traffic or create a condition hazardous to the public traffic, he shall provide and station competent flagmen whose sole duties shall consist of directing the movement of traffic through and around the work site.

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The CONTRACTOR shall provide anti-graffiti coating to all signs and shall remove graffiti within 48 hours.

Should the CONTRACTOR fail to provide and maintain these devices and services and the City is required to alleviate said conditions, the total charges for labor, equipment and materials, including overhead and transportation, accrued by the City for such work will be deducted from the contract payments to the CONTRACTOR.

Action on the part of the Engineer in directing the CONTRACTOR’s attention to inadequacy of the required devices and services or any action of the City to alleviate the CONTRACTOR’s inadequacies shall not relieve the CONTRACTOR from responsibility for public safety or abrogate the obligation to provide and maintain these devices and services.

When necessary to provide vehicular or pedestrian crossings over the fresh asphalt, the Engineer shall direct the CONTRACTOR to spread sufficient sand or rock dust on the affected area to eliminate tracking or damage to the pavement. Sand or rock dust used for this purpose shall be at the CONTRACTOR’s expense.

CONTRACTOR shall apply temporary striping for public safety at the completion of each day and shall be maintained throughout the duration of the project.

DRIVEWAY ACCESS
The Contractor shall install and maintain temporary AC ramps to all driveways and curb ramps that are to remain open. The installation and maintenance of temporary AC ramps is included in the lump sum price for Traffic Control

PROJECT ADVISORY SIGN
The Contractor shall fabricate, install, maintain, and remove two (2) project information signs as detailed in Appendix I. The information signs shall have colored letters, City logo, and patterns.

The signs shall be placed on two 4” x 4” Douglas Fir No. 1 pressure treated wood posts sunk at least 36 inches into the ground at locations selected by the City. The plywood shall be 1-inch Structural #1 Douglas Fir A-C plywood touch sanded and exterior glued. The signs shall be removed upon completion of the project and salvaged to the City yard. The disturbed areas shall be restored.

The Contractor shall install two project advisory signs prior to the start of construction and maintain the signs for the duration of the project.

Due to the nature of this project involving some inconvenience to residents, a good Public Relations Program is mandatory and work shall progress in a manner to minimize resident inconvenience.

The CONTRACTOR shall provide two (2) notices to residents on affected streets. The first notice shall be a door hanger type notice prepared by the Contractor and approved by the City and distributed by the CONTRACTOR no later than seven (7) calendar days before the start of construction. The second notice shall coincide with posting of "NO PARKING" Item #11. Page 257
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Signs placed no later than 72 hours prior to commencing work. The Contractor will notify schools, residents, and businesses of the proposed work and post temporary "NO PARKING" signs at no additional cost to the City.

Payment for traffic control shall be on a lump sum basis, and shall include full compensation for labor, materials & equipment necessary to complete this bid item.

Full compensation for conforming to the requirements of this section, not otherwise provided for, shall be considered as included in the prices paid for the various Contract items of work involved, and no additional compensation will be allowed therefore.

BID ITEM NO. 3 – NPDES/SWPPP COMPLIANCE AS REQUIRED BY CITY AND STATE This Bid Item shall include all work required to keep the public right-of-way, adjoining properties and downstream drainage improvements free of construction debris and silt. All required NPDES/SWPPP and BMP’S regulations shall be complied with, including, but not limited to:
a) Storm or construction generated water containing sediment such as construction waste, soil, slurry from concrete/asphalt concrete saw cutting operations, clean up of concrete transit mixers or other pollutants from construction sites and parking areas shall be retained or controlled on site and shall not be permitted to enter the storm drain system. b) Temporary sediment filtering systems such as sandbags, silt fences, stabilized construction entrance, or gravel berms shall be utilized to trap sediment so that only filtered water enters the City’s storm drain system. Proper clean up and disposal of settled sediment and the filtering system shall be the responsibility of the CONTRACTOR.
c) Discharge of concrete transit mixer wash water on to approved dirt areas (sub-grade area designated for new concrete construction, for example) is acceptable. Discharge on to private property, parkway areas, or the street is not permitted. d) Plastic or other impervious covering shall be installed where appropriate to prevent erosion of an otherwise unprotected area, along with any other runoff control devices deemed appropriate by the City.
e) Excavated soil stored on the site shall be covered in a manner that minimizes the amount of sediments running into the storm drain system, street, or adjoining properties. f) No washing of construction or other industrial vehicles and equipment shall be allowed adjacent to a construction site.
g) During rainy days, the CONTRACTOR shall keep at the construction site sufficient materials and labor to install temporary sediment filtering systems and other water pollution prevention control measures. These control measures shall be in place and maintained by the CONTRACTOR on a daily basis on days when construction is not in progress due to rain. No other work shall be conducted during rain events. h) All costs associated with water pollution control shall be borne by the CONTRACTOR.

Any expense incurred by the City to expeditiously respond to storm drain contamination resulting from CONTRACTOR’S failure to implement water pollution control measures will be charged to the CONTRACTOR.
i) BMPs must conform to the most recent edition of the California BMP Handbook (www.cabmphandbooks.com).
j) Downstream catch basins must be protected with a combination of gravel bags and permeable fabric. All BMPs in the public right-of-way must be removed by the CONTRACTOR at the conclusion of the project.

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Payment for this item shall be on a lump sum basis and no additional compensation will be allowed. Progress payments shall be made upon the judgment of the Engineer as a percent complete.

BID ITEM NO. 4 – ABANDON & SEAL EXISTING WATER SYSTEM AND REMOVE

CONFLICTING PORTIONS OF EXISTING LINE
This Bid Item shall include all material, equipment, and labor necessary to Abandon and Seal the Existing Water System in place.

Price bid for this item shall include, but not be limited to the following:
a) After new line is pressurized, coordinate valve closures and abandonment of existing pipelines with City.
b) Remove conflicting portions of existing water mains, appurtenances and service laterals and seal all open ends.
c) Remove and dispose of existing valve cans and covers. Fill with concrete or 1-sack slurry up to the bottom of the existing AC. Patch with hot mix asphalt. d) Remove and dispose of existing fire hydrant laterals to 1’ below finished surface. e) Remove blue reflector where the fire hydrant location has moved. f) Sandblast off red curb marking where the fire hydrant location has moved.

Payment for this item shall be on a lump sum basis and no additional compensation will be allowed. Progress payments shall be made upon the judgment of the Engineer as a percent complete.

BID ITEM NO. 5 – INSTALL 8” PVC, C-909, PC 235 WATER MAIN This Bid Item shall include all material, equipment, and labor necessary to install 8” PVC, C-909, PC 235 water main, including trenching per Detail on Sheet 2 of the project plans and Standard Designs & Specifications No. 1.09.

PVC PIPE
Polyvinyl Chloride pipe shall conform to the requirements of AWWA Standard C909, PC 235 “Molecularly Oriented Polyvinyl Chlorine (PVCO) Pressure Pipe”, Pressure Class 305. Unless otherwise specified, PVC or PVCO pipe shall only be used for pipe sizes 4 inch through 12 inch. PVC or PVCO pipe for pipes larger than twelve-inch (12”) shall not be allowed.

All pipes shall be colored blue or white. Tracer wire and warning tape are required on all PVC and PVCO installations. The use of Polyvinyl Chloride pipe requires approval by the Utility.

Item #11. Page 259
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PIPE JOINTS
PVC or PVCO pipe shall be furnished in twenty-foot (20’) nominal laying lengths and have bell-end push-on joints. All pipe joints shall be restrained unless otherwise noted on the project plans.

PIPE SERVICES AND APPURTENANCES
All service saddles, sleeves, fittings, restraining devices, and other appurtenances used on PVC or PVCO pipe shall be approved by the Utility prior to use.

RESTRAINED JOINT FOR PVC AND PVCO PIPE
Approved restrained joints shall be Series 1900 manufactured by EBAA Iron Inc., or approved equal.

INSTALLATION CURVATURE
Where the pipeline is to be installed in a curved alignment, the radius of curvature and specific alignment shall be as shown on the plans and shall be accomplished by means of deflecting the pipeline at the joints with couplings. Couplings used in a curved alignment shall be Flex Tite Couplings manufactured by RCT™ (maximum allowable deflection at a joint is 4 degrees), ALPHA™ Restrained Coupling manufactured by Romac Industries, Inc. (maximum allowable deflection at a joint is 3.2 degrees), or approved equal.

Contractor shall not exceed the manufacturer’s recommendation for deflection for the couplings. Bending of the PVC or PVCO pipe is not allowed.

MARKINGS
PVC or PVCO Pipe shall be legible and permanently marked in ink with the following information.
• Manufacturer and Trade Name
• Nominal Size and DR Rating/Pressure Class
• Hydrostatic Proof Test Pressure
• [NSF-61]
• Manufacturing Date Code

FITTINGS FOR PVC MAIN LINE
Main line PVC or PVCO pipe fittings shall be as called for on the construction plans. All fittings shall be ductile iron fittings.

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TRACER WIRE AND WARNING TAPE
Tracer wire shall be Copperhead Industries Model #10CCS High Strength 600# Break Load with Locking Snakebite Tracer Wire Connectors or approved equal.

Warning/identification tape shall be 6-inches wide, blue in color and marked “Caution Water Line Below”.

Tracer wire shall be connect to “snake pit” hand holes located at each of the Fire Hydrant locations included in the project scope and as directed by the City Engineer.

MECHANICAL JOINT RESTRAINT

FOLLOWER GLAND TYPE
For PVC and PVCO pipe, the mechanical joint restraints
for 4 inch through 12 inch sizes shall be Megalug® restraint Series 2000PV (for PVC only) or 19MJOO (for PVCO only)
as manufactured by EBAA Iron, Inc., Smith-Blair Series
120 (for PVC and PVCO), or approved equal.

A coating system shall be applied to the body and wedge assembly and related parts to provide corrosion, impact and UV resistance. The coating for restraint body shall be
electrostatically applied to ensure complete coverage. The coating system shall be MEGA-BOND by EBAA Iron, Inc.,
E-Coat by Ford Meter Box, Inc., Flexi-Coat by Smith-Blair, or approved equal. Requests for approved equal must
submit coating material and process details for review.

GASKET TYPE
Where gasket type restraints are indicated on the
Construction Plans, mechanical joint pipe and fittings shall be restrained with the MJ FIELD LOK® Gasket as
manufactured by US PIPE, or approved equal. The restraint system shall be completely integral to the gasket, requiring only standard mechanical joint assembly techniques. The gasket type restraint shall fit mechanical joints conforming to ANSI/AWWA C111/A21.11 “Rubber Gasket Joints for
Ductile-Iron Pressure Pipe and Fittings”.

For mechanical joint restraints on PVC and PVCO pipe, 4- inch through 12-inch sizes, the Series PV MJ FIELD LOK® Item #11. Page 261
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Gasket restraint as manufactured by US PIPE, or approved equal, shall be used.

SELF-RESTRAINING TYPE for PVC and PVCO Pipe
Self-restraining fittings shall be made of ductile iron in accordance with ASTM A536 Grade 65-45-12. The fittings shall conform to ANSI/AWWA C153/A21.53 and shall have a minimum pressure rating of 350 PSI. The fittings shall be furnished with integral restraining gaskets. All gaskets material shall meet ANSI/AWWA C111/A21.11. All gaskets material shall be SBR (Styrene Butadiene Rubber) and have NSF 61 approved compounds. The series of segments that are molded into the gasket shall be made of 316 or higher grade stainless steel.

All self-restraining fittings shall be coated with protective fusion bonded epoxy coating for both exterior and interior surfaces in conformance with ANSI/AWWA C116/A21.16. The fusion bonded epoxy coating material shall meet or exceed ANSI/NSF 61.

For PVC and PVCO pipes, 4-inch through 12-inch sizes, the selfrestraining fittings shall be Flex Tite fittings as manufactured by RCT™, or approved equal.

SHOP DRAWING AND MATERIAL SUBMITTALS
The Contractor shall furnish to the Utility such working drawings, data on materials, certifications of materials, and equipment and samples as are required for the proper control of the work, including, but not limited to, those working drawings, data and samples specifically required in 3-8 Submittals of the SSPWC and on the Drawings. All working drawings, data and samples shall be subject to review by Utility for conformity with the drawings and specifications. The shop drawings shall be submitted at least ten (10) working days before such drawings will be required for commencing the work.

Inclusive of the cost for work related to trenching on this item, the Contractor shall backfill and compact all excavations required for the installation of water main facilities and related appurtenances. Following demonstration of satisfactory compaction, the Contractor shall construct AC pavement over aggregate base. AC pavement shall be paved flush and join the existing pavement surface using B PG 64-10 mix from saw cut to saw cut limit of the trench. Payment shall be inclusive of the linear foot unit price bid for this item.

Cost of cold milling and constructing the 2” AC (ARHM-GG-C) cap layer over trench shall be paid under their separate bid items.

Native soil may be used if it conforms to the backfill material specified in the City of Glendora Standard Designs & Specifications No. 1.09.

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Payment for this item shall be on a linear foot basis and no additional compensation will be allowed.

BID ITEM NO. 6 – INSTALL RICH RANGER MODEL 950 (RESIDENTIAL) FIRE HYDRANT This Bid Item shall include all material, equipment, and labor necessary to install Rich Ranger Model 950 or Rich East Bay Model No. 5 as manufactured by Clow Corporation, including trenching and restoration to existing improvements and paint curb red per Special Provisions and Standard Designs & Specifications No. 2.09. Inclusive of the scope and cost for this item shall be the installation of a “snake pit” hand hole and tracer wire at each fire hydrant location.

Description
This work shall consist of furnishing and installing a new fire hydrant, gate valve, ductile iron main line, fittings and bends, trench excavation, trench bedding, removal and disposal of interfering portions of abandoned pipe line (whether or not shown on the Plans), and trench resurfacing per the project plans, hydrostatic testing per City of Glendora S. D. & S. No. 2.03, and bacteriological testing per City of Glendora S. D. & S. No. 2.35, (day 1 on S. D. & S. No. 2.35 shall be on a Monday). This work shall also include the installation of blue retroreflective pavement markers adjacent to the new fire hydrants.

Native soil may be used if it conforms to the backfill material specified in the City of Glendora Standard Designs & Specifications No. 1.09.

Cost of cold milling and constructing the 2” AC (ARHM-GG-C) cap layer over trench shall be paid under their separate bid items.

Materials
All permanent ductile iron pipe and fittings shall be Class 350 in conformance with SSPWC 209- 1 and AWWA C150 and C151 and shall be polyethylene encased in conformance with SSPWC 212-12 and AWWA C105. All ductile iron pipe and fittings shall be cement-mortar interior lined in conformance with SSPWC 209-1 and AWWA C104. All ductile iron pipe and fittings shall have a bituminous coating in conformance with SSPWC 212-12 and AWWA C151 and AWWA C110, respectively. All pipes and fittings using mechanical joints shall be in conformance with SSPWC 306-8. Contractor shall take all necessary measures to ensure that all materials are delivered in undamaged condition and free of any defects. City reserves the right to refuse any damaged or defective materials. Damaged or defective materials shall be replaced by Contractor at no additional cost to the City.

Gate valves shall be Class 350 (MJ x FL) in conformance with SSPWC 212-5 and AWWA C515 and shall be epoxy lined and coated (8 mil minimum).

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Protective interior coatings for valves and hydrants shall be in conformance with ANSI/AWWA C550. Contractor shall take all necessary measures to ensure that all materials are delivered in undamaged condition and free of any defects. City reserves the right to refuse any damaged or defective materials. Damaged or defective materials shall be replaced by Contractor at no additional cost to the City.

Asphalt concrete shall be B PG 64-10 in accordance with SSPWC 203-6.

Concrete for sidewalk replacement and pads shall be Class 520-C-2500 in accordance with SSPWC 201-1.

Blue retroreflective pavement markers shall be in accordance with Caltrans Standard Specifications (Caltrans) subsection 81-3.02C Retroreflective Pavement Markers.

Construction
Fire hydrant assemblies shall be installed in accordance with City of Glendora S. D. & S. No. 2.09.

Sand bedding shall extend a minimum of 6” below and a minimum of 6” above and on either side of the outside diameter of all pipes and fittings. Trench backfill and resurfacing shall be in accordance with Trenching Detail of the Plans. Sidewalk removal and replacement shall be in accordance with City of Glendora S. D. & S. No. 1.02.

Valve can assemblies shall be in accordance with City of Glendora S. D. & S. No. 2.17 with 12” PVC pipe.

Curb and gutter removal and replacement shall be in accordance with City of Glendora S. D. & S.

1.02. All restoration costs shall be inclusive of the unit price bid on this item.

Blue retroreflective raised pavement markers shall be installed in accordance with California MUTCD figure 3B-102 requirements for location of fire hydrants. Epoxy adhesive shall be used to cement the markers to pavement.

Deliver salvaged hydrants, valves, and other salvaged water system materials to the Glendora Water Division at 1051 E. Sierra Madre Avenue, Glendora, CA 91741.

Cost of 2” AC (ARHM-GG-C) cap layer over trench shall be paid under their separate bid items.

Payment
Construct Fire Hydrant Assembly, Complete shall be measured and paid for at the contract unit price per each item. The price paid shall be considered full compensation for furnishing all labor, materials, tools, equipment, testing, hauling, disposal, compaction, subgrade preparation, and incidentals to accomplish the work as specified herein and no additional compensation will be allowed therefor.

BID ITEM NO. 7 – INSTALL 1” WATER SERVICE
BID ITEM NO. 8 – REMOVE EXISTING WATER METER, INSTALL NEW METER, AND Item #11. Page 264
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RECONNECT PRIVATE WATER SERVICE
BID ITEM NO. 9 – ROTATE EXISTING METER AND METER BOX, AND RECONNECT TO

PRIVATE WATER SERVICE
BID ITEM NO. 16 – INSTALL BLOW OFF ASSEMBLY PER S.D.&S. 2.20 (MODIFIED) These Bid Items shall include all material, equipment, and labor necessary to abandon and remove existing conflicting portions of exiting water service and install 1” water service, remove existing water meters and install new rotated water meter and reconnect to private system as called on the plans, remove existing water meter rotate and reconnect existing meter to private system. Installation of all meter boxes, restoration of public and private improvements impacted by the work required to complete the modifications and all trenching shall be inclusive in the unit price bid for these respective items.

Trenching shall be per details noted on plans and as referenced in Standard Designs & Specifications No. 2.05 & 2.37. Standard Designs & Specifications No. 2.25 shall be modified to utilize C-909 compatible saddle connection hardware as approved by the City.

Description
This work shall consist of furnishing and installing copper service assemblies, installing Cityfurnished meter and meter box, installing customer service’s ball valve and tie into existing customer lateral, install in location nearby. This work shall consist of furnishing and installing 1” water service assemblies and connecting to new water main as shown per plans. This work also includes the restoration of existing customer improvements (such as landscaping, concrete flatwork, etc.) in kind.

Contractor will leave the old meter in the meter box unless otherwise noted on the project plans.

Materials
The City will furnish new meter and meter box. Contractor shall supply all other materials, including but not limited to corporation stop, fittings, and angle meter stop. Said materials shall be in accordance with approved materials list in accordance with City of Glendora S. D. & S. No.

2.05. Copper tubing shall be Type K, as needed. Contractor to use Grip-Lock joints only. Packed joints are not allowed.

Concrete for sidewalk, curb, and gutter shall be Class 520-C-2500 in accordance with SSPWC 201-

1. Contractor is responsible for any damages to meter and Meter Transceiver Unit “MXU”.

Native soil may be used if it conforms to the backfill material specified in the City of Glendora Standard Designs & Specifications No. 1.09.

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Cost of cold milling and constructing the 2” AC (ARHM-GG-C) cap layer over trench shall be paid under their separate bid items.

Existing sensors from existing water meter lids shall be relocated onto proposed lids at no additional cost.

Payment
Install 1” Copper Service Assembly, Remove and Install New Water Meter and Rotated Box, Remove & Rotate Meter Box and Re-Install Existing Water Meter and Install blow off assembly, shall be measured and paid for at the contract unit price per each item. The price paid shall be considered full compensation for furnishing all labor, materials, tools, equipment, testing, hauling, disposal, compaction, subgrade preparation, and incidentals to accomplish the work as specified herein and no additional compensation will be allowed therefor.

BID ITEM NO. 10 – INSTALL 8” MJxMJ 11.25° BEND
BID ITEM NO. 11 – INSTALL 8” MJxMJ 45° BEND
BID ITEM NO. 12 – INSTALL 8”X6” MJXMJ REDUCER
This Bid Item shall include all material, equipment, and labor necessary to install MJxMJ, couplings, bends with thrust block at the sizes and angles shown on the Bid Sheet and Standard Designs & Specifications No. 2.08. All related trenching, backfill and restoration related to the construction of these items shall be inclusive of the unit price bid under these items.

FITTINGS FOR PVC MAIN LINE
Main line PVC or PVCO pipe fittings shall be as called for on the construction plans. All fittings shall be ductile iron fittings.

TRACER WIRE AND WARNING TAPE
Tracer wire shall be Copperhead Industries Model #10CCS High Strength 600# Break Load with Locking Snakebite Tracer Wire Connectors or approved equal.

Warning/identification tape shall be 6-inches wide, blue in color and marked “Caution Water Line Below”.

Tracer wire shall be connect to “snake pit” hand holes located at each of the Fire Hydrant locations included in the project scope and as directed by the City Engineer.

MECHANICAL JOINT RESTRAINT

FOLLOWER GLAND TYPE
For PVC and PVCO pipe, the mechanical joint restraints
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for 4 inch through 12 inch sizes shall be Megalug® restraint Series 2000PV (for PVC only) or 19MJOO (for PVCO only)
as manufactured by EBAA Iron, Inc., Smith-Blair Series
120 (for PVC and PVCO), or approved equal.

For mechanical joint restraints on PVC and PVCO pipe, 4- inch through 12-inch sizes, the Series PV MJ FIELD LOK® Gasket restraint as manufactured by US PIPE, or approved equal, shall be used.

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For PVC and PVCO pipes, 4-inch through 12-inch sizes, the selfrestraining fittings shall be Flex Tite fittings as manufactured by RCT™, or approved equal.

SHOP DRAWING AND MATERIAL SUBMITTALS
The Contractor shall furnish to the Utility such working drawings, data on materials, certifications of materials, and equipment and samples as are required for the proper control of the work, including, but not limited to, those working drawings, data and samples specifically required in Subsection 3-8 of the SSPWC and on the Drawings. All working drawings, data and samples shall be subject to review by Utility for conformity with the drawings and specifications. The shop drawings shall be submitted at least ten (10) working days before such drawings will be required for commencing the work.

Native soil may be used if it conforms to the backfill material specified in the City of Glendora Standard Designs & Specifications No. 1.09.

Inclusive of the cost for work related to trenching on this item, the Contractor shall backfill, compact all excavations required for the installation of water main facilities and related appurtenances. Following demonstration of satisfactory compaction, the Contractor shall construct AC pavement over aggregate base. AC pavement shall be paved flush and join the existing pavement surface using B PG 64-10 mix from saw cut to saw cut limit of the trench. Payment shall be inclusive of the per each unit price bid for this item.

Cost of cold milling and constructing the 2” AC (ARHM-GG-C) cap layer over trench shall be paid under their separate bid items.

Payment
Install various angle MJXMJ bend, shall be measured and paid for at the contract unit price per each item. The price paid shall be considered full compensation for furnishing all labor, materials, tools, equipment, testing, hauling, disposal, compaction, subgrade preparation, and incidentals to accomplish the work as specified herein and no additional compensation will be allowed therefor.

BID ITEM NO. 13 – INSTALL 8” GATE VALVE with STANDARD VALVE CAN This Bid Item shall include all material, equipment, and labor necessary to install 8” FLxMJ or MJXMJ (when called out on plans) gate valves with locking gland per Standard Designs & Specifications No. 2.17 Case I. Installation of Valve shall be included in the unit price for this scope of work. Valve can assemblies shall be in accordance with City of Glendora S. D. & S. No.

2.17 with 12” PVC pipe. Inclusive of this item shall be all trenching, backfill and restoration as required to complete the construction of this item.

Native soil may be used if it conforms to the backfill material specified in the City of Glendora Standard Designs & Specifications No. 1.09.

Inclusive of the cost for work related to trenching on this item, the Contractor shall backfill, Item #11. Page 268
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compact all excavations required for the installation of water main facilities and related appurtenances. Following demonstration of satisfactory compaction, the Contractor shall construct AC pavement over aggregate base. AC pavement shall be paved flush and join the existing pavement surface using B PG 64-10 mix from saw cut to saw cut limit of the trench. Payment shall be inclusive of the per each unit price bid for this item.

Cost of cold milling and constructing the 2” AC (ARHM-GG-C) cap layer over trench shall be paid under their separate bid items.

GATE VALVES
Gate valves shall be ductile iron body, fusion bonded epoxy lined, nonrising stem fully encapsulated resilient wedge disc type and shall not have more than two internal moving parts. All gate valves shall open by turning the wrench nut counter-clockwise.

When required, above ground installations shall be resilient seat/wedge disc type valves with outside screw and yoke.

All bronze parts shall contain no more than 7% zinc, nor more than 2% aluminum.

Stems shall be low zinc bronze. Valves shall have 2-inch operating (wrench) nut conforming to AWWA C509 or C515. The valve manufacturer shall employ a positive physical means of indicating the specified stem material to ensure ready recognition during inspection.

The bolts and nuts on the bonnet shall be stainless steel type 316 with an anti-seize lubricant. All gate valves shall have a minimum of 6 bonnet bolts.

The ductile iron interior and exterior of all valves shall be protected with 6 to 7 mils (nominal) fusion bonded epoxy. Coating shall conform to AWWA Standard C213 and C550, and shall be certified to NSF 61.

For above ground or vault installation, exterior coating to valves shall be as per Section 2-14 for coating on above ground or vault installation.

Resilient wedge type valves with a flanged end may be used as “tapping valves”.

All valves shall be provided with an epoxy coated stem extension if depth of valve nut exceeds 4 feet. All valve extensions shall be centered in the valve well by use of a guide and shall operate freely without binding after installation.

All gate valves shall be ductile-iron body equipped with double O-ring stem seals. All gate valves shall have EPDM O-rings, and stainless steel bolts.

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END CONNECTIONS & GASKET MATERIAL
Valves shall have mechanical joints or flanged ends, or a combination of both. Gaskets shall conform to the requirements of Section 2-08.03 of these specifications. All gasket materials shall have NSF 61 approval.

Unless otherwise shown on plans, all valves installed at fittings shall be flanged by mechanical ends, with the flange abutting the fitting.

END CONNECTIONS
2-08.02.1 MECHANICAL JOINTS
Mechanical Joints shall conform to the requirements of AWWA Standard C111 “Rubber-Gasket Joint for Ductile Iron Pressure Pipe and Fittings.” Glands shall be made of ductile iron. 2-08.02.2 FLANGED FITTINGS
Flanged fittings shall conform to the requirements of AWWA Standard C110 or C153. Flanges shall be drilled to ANSI B16.1, 125 lb. standard bolt pattern. The 250 lb., F-Style flanges, when required, shall be drilled to ANSI B16.1, 250 lb. standard bolt pattern.
2-08.03 GASKETS
Gaskets for flanged fittings shall be 1/8-inch thick drop-in type NonAsbestos, vulcanized styrene butadiene rubber (SBR), or neoprene rubber gaskets, NSF 61 certified. Non-Asbestos type gaskets shall be manufactured from a non-asbestos material that meets the pressure ratings, drillings, and dimensional requirements as per Section 2-08.02.2.

The synthetic fiber content shall be aramid, bound by Nitrile (Buna-N) Rubber (NBR) and have a non-stick coating. Color shall be green.

When project plans require 350 psi rating, gaskets for flanged fittings shall be 1/8-inch thick full faced with a thickened and rounded bulb (torus) located at the inside diameter of the gasket. These gaskets shall conform to the dimensions shown in AWWA C115/A21.15, Table A.1 and shall match standard flange fittings with Class 125 standard flange bolts.

Gaskets shall be made of high quality black vulcanized styrene butadiene rubber (SBR) and shall be NSF 61 certified. All joints shall be assembled dry where all joint/gasket compounds are prohibited. Allowable gaskets meeting these criteria are AMERICAN TORUSEAL FLANGE GASKET as manufactured by Specification Rubber Products, Inc., a subsidiary of American Cast Iron Company, or approved equal.

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2-08.04 BOLTS AND NUTS FOR MECHANICAL JOINTS AND FLANGED

FITTINGS
All below grade bolts and nuts with the exception of valves shall be stainless steel 316 with fluoropolymer (Tripac 2000 or equal) coated nuts.

Valve nuts and bolts shall be stainless steel 316 (per manufactured assembly) and shall be coated with N-5000 Loctile® and anti-seize/rust preventer lubricant manufactured by the Henkel Company or approved equal.

Stainless Steel nuts and bolts are required for above ground installations and shall be type 316. For all stainless steel nuts and bolts, the Contractor shall strictly follow the torque limitations and shall use N-5000 Loctile® anti-seize/rust preventer lubricant manufactured by the Henkel Company or approved equal.

Bolts and gaskets. Bolts shall be 316 stainless with Teflon coated stainless steel nuts (Anti Seize applied). Apply NO-OX-ID coating to all bolts and nuts.

All buried nuts and bolts shall be coated after assembly as per Section 2-

00.01. Wrap in V-Bio Enhanced Polyethylene Encasement per manufactures specifications or approved equal.

Payment
Install 8” Gate Valve, shall be measured and paid for at the contract unit price per each item. The price paid shall be considered full compensation for furnishing all labor, materials, tools, equipment, testing, hauling, disposal, compaction, subgrade preparation, and incidentals to accomplish the work as specified herein and no additional compensation will be allowed therefor.

BID ITEM NO. 14 – INSTALL 8” FL x 8” FL x 8” FL TEE
This Bid Item shall include all material, equipment, and labor necessary to install tee with thrust block at the sizes shown on the Bid Sheet per the Special Provisions and Standard Designs & Specifications No. 2.08. This item shall also include any and all appurtenances required by the plans or the City Engineer to assist in the final tie in of new water main and testing. All costs associated with trenching, backfill and restoration related to the construction of this item shall be inclusive of the unit price bid.

FITTINGS FOR PVC MAIN LINE
Main line PVC or PVCO pipe fittings shall be as called for on the construction plans. All fittings shall be ductile iron fittings.

TRACER WIRE AND WARNING TAPE
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Tracer wire shall be Copperhead Industries Model #10CCS High Strength 600# Break Load with Locking Snakebite Tracer Wire Connectors or approved equal.

Warning/identification tape shall be 6-inches wide, blue in color and marked “Caution Water Line Below”.

Tracer wire shall be connect to “snake pit” hand holes located at each of the Fire Hydrant locations included in the project scope and as directed by the City Engineer.

MECHANICAL JOINT RESTRAINT

For mechanical joint restraints on PVC and PVCO pipe, 4- inch through 12-inch sizes, the Series PV MJ FIELD LOK® Gasket restraint as manufactured by US PIPE, or approved equal, shall be used.

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For PVC and PVCO pipes, 4-inch through 12-inch sizes, the selfrestraining fittings shall be Flex Tite fittings as manufactured by RCT™, or approved equal.

SHOP DRAWING AND MATERIAL SUBMITTALS
The Contractor shall furnish to the Utility such working drawings, data on materials, certifications of materials, and equipment and samples as are required for the proper control of the work, including, but not limited to, those working drawings, data and samples specifically required in Subsection 3-8 of the SSPWC and on the Drawings. All working drawings, data and samples shall be subject to review by Utility for conformity with the drawings and specifications. The shop drawings shall be submitted at least ten (10) working days before such drawings will be required for commencing the work.

Native soil may be used if it conforms to the backfill material specified in the City of Glendora Standard Designs & Specifications No. 1.09.

Cost of cold milling and constructing the 2” AC (ARHM-GG-C) cap layer over trench shall be paid under their separate bid items.

Payment
Install various size Tees, shall be measured and paid for at the contract unit price per each item.

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The price paid shall be considered full compensation for furnishing all labor, materials, tools, equipment, testing, hauling, disposal, compaction, subgrade preparation, and incidentals to accomplish the work as specified herein and no additional compensation will be allowed therefor.

BID ITEM NO. 15 – INSTALL 8” LINE STOP FOR TEMPORARY SHUTDOWN This Bid Item shall include all material, equipment, and labor necessary to install 8” or 12” line stops. Bolt on type line stops use full stainless steel saddle manufactured by TPS and for carbon steel pipe, use a saddle manufactured by Koppl to be welded on.

Payment
Installation of 8” or 12” line stop, shall be measured and paid for at the contract unit price per lump sum. The price paid shall be considered full compensation for furnishing all labor, materials, tools, equipment, testing, hauling, disposal, compaction, subgrade preparation, and incidentals to accomplish the work as specified herein and no additional compensation will be allowed therefor.

BID ITEM NO. 17 - CONSTRUCT 8” DIP WATER MAIN, CLASS 350 Description
This work shall consist of furnishing and installing ductile iron main line, couplings, trench excavation, trench bedding, trench backfill and compaction, removal and disposal of interfering portions of abandoned pipe line (whether or not shown on the Plans), trench pavement resurfacing, removal and replacement of concrete gutter and/or spandrel (whether or not shown on the Plans), hydrostatic testing per City of Glendora S. D. & S. No. 2.03, and bacteriological testing per City of Glendora S.

D. & S. No. 2.35. (day 1 on S. D. & S. No. 2.35 shall be on a Monday). This work shall also include cutting and capping the existing main line after the new main line is in service and the removal of all valve cans for abandoned valves and filling the void left by the valve with 1-sack cement-sand slurry.

Per SSPWC 402, the Contractor shall determine the location and depth of all utilities. This depth information shall be gathered prior to main line installation. Contractor shall also pothole all conflicting areas prior to excavation.

8. Contractor shall take all necessary measures to ensure that all materials are delivered in undamaged condition and free of any defects. City reserves the right to refuse any damaged or defective materials. Damaged or defective materials shall be replaced by Contractor at no additional cost to the City.

Contractor shall take all necessary measures to ensure that all materials are delivered in undamaged condition and free of any defects. City reserves the right to refuse any damaged or defective materials. Damaged or defective materials shall be replaced by Contractor at no additional cost to the City.

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Asphalt concrete cap shall be C2-PG 64-10 in accordance with SSPWC 203-6.

Construction
Pipe ends shall be covered with plastic or similar material during all times until installation to prevent foreign materials to enter and contaminate interior pipe.

Valve can assemblies shall be in accordance with City of Glendora S. D. & S. No. 2.17 with 12” PVC pipe.

Cross gutter and spandrel removal and replacement shall be per S. D. & S. 1.01.

Payment
Construct 8” Ductile Iron Water Main shall be measured and paid for at the contract unit price per lineal foot. The price paid shall be considered full compensation for furnishing all labor, materials, tools, equipment, testing, hauling, potholing, excavating plates (if required), trenching, sheeting and bracing, disposal, compaction, subgrade preparation, and incidentals to accomplish the work as specified herein and no additional compensation will be allowed therefor.

BID ITEM NO. 18 – WATER MAIN TIE IN OPERATIONS FOR NEWBURGH AVE. AND BENDER AVE.

BID ITEM NO. 19 – WATER MAIN TIE IN OPERATIONS FOR JUANITA AVE. AND BENDER AVE.

BID ITEM NO. 20 – WATER MAIN TIE IN OPERATIONS FOR LAXFORD ST. AND BENDER AVE.

BID ITEM NO. 21 – WATER MAIN TIE IN OPERATIONS FOR JUANITA AVE. AND SANTA FE AVE.

BID ITEM NO. 22 – WATER MAIN TIE IN OPERATIONS FOR CARTER DR. AND CALMGROVE AVE. (EAST)
BID ITEM NO. 23 – WATER MAIN TIE IN OPERATIONS FOR CARTER DR. AND CALMGROVE AVE. (NORTH)
This Bid Item shall include any and all material, equipment, labor and related appurtenances to complete tie in operations in conformance with SD &S No 2.43 modified to include PVC C-909 pipe materials and other related City Standards and requirements.

Payment for water main tie in operations shall be made at the contract unit price listed in the Bid Proposal and shall be inclusive of all aspects required to complete the tie in work. All the requirements stated above shall be included in the unit price bid and no additional compensation shall be made thereof.

BID ITEM NO. 24 – 2” COLD MILL EXISTING A.C. PAVEMENT
This Bid Item shall include any and all material and work involved for cold milling existing asphalt pavement in accordance with Section 404, “Cold Milling” of the Standard Specifications. The locations of the cold mill of asphalt concrete are noted on the Plans.

Cold milling machine shall be self-propelled and be specially designed and built for grinding flexible pavements. It shall plane without tearing or gouging the underlying surface and blade removals into windrows. The machine shall consist of a 72” minimum width-cutting drum with Item #11. Page 275
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carbide tip teeth. Drum lacing patterns shall permit grooved or smooth surface finish as selected by the Engineer and the drum shall be totally enclosed in a shroud to prevent discharge of any loosened material into adjacent work areas. The machine shall be adjustable as to crown and depth by tilting the drum axis. A dust suppression system with 700-gallon minimum water storage tanks and two high-pressure spray bars with spiral nozzles shall be standard equipment. The equipment shall be demonstrated to have been operating successfully on similar work completed prior to the award of this contract. The equipment shall meet or exceed all other applicable requirements for noise and air pollution.

Loosened material shall be removed so that no aggregate remains on the project, and on parkway and side streets, at the end of each workday.

In the event of inclement weather where rain has been forecasted within 24 hours, the CONTRACTOR will ensure that all loosened material has been removed from the street surface, parkway, and side streets and that no debris will be discharged with storm run-off into the storm drain system.

Loaders and trucks of approved sized, type and number suitable for hauling materials shall be provided.

The CONTRACTOR shall provide adequate protection to trees, curbs, gutters, and other adjoining structures to ensure against damage from milling operations. The Contractor shall be responsible for assessing existing tree canopy along the project limits and identifying areas that may conflict with their equipment and operation for both cold mill work and paving.

No area of pavement that has been cold milled or removed for reconstruction shall be left exposed over a weekend or holiday. Any cold milled area shall be swept prior to opening to traffic.

The contract unit price paid for cold milling shall include full compensation for doing all the work and shall include cold milling, haul-off and disposal of millings, and all other necessary work as directed by the Engineer, and no additional compensation will be allowed thereof.

BID ITEM NO. 25 – CONSTRUCT 2” AC PAVEMENT, ARHM-GG-C
Asphalt concrete pavement shall be constructed per Section 203-6, “Asphalt Concrete” and 302- 5, “Asphalt Concrete Pavement”, of the Standard Specifications for Public Works Construction.

The cap layer of asphalt concrete pavement shall be type ARHM-GG-C.

Applicability Asphalt Type
2” Asphalt Concrete Overlay ARHM-GG-C
The CONTRACTOR shall compact both lifts by steel wheel, rollers, vibratory plates, or rammer.

The minimum final compaction shall be 95 percent of the density obtained in accordance with the methods specified in Subsection 302-5.6.2, “Density and Smoothness” of the Standard Specifications.

RAISING AND LOWERING OF WATER OR GAS VALVE SLIP CANS SHALL BE INCLUDED IN THE UNIT PRICEOF ASPHALT CONCRETE PAVEMENT, ESTIMATED AT 65 TOTAL SLIP CANS.

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The CONTRACTOR shall furnish to the City reports from the supplier certifying that the asphalt pavement materials and proportions conform to the designated classifications for asphalt concrete pavement as required herein, or as directed by the Engineer.

Prime Coat will not be required on this project. Tack Coat shall be required and uniformly applied to existing hard-surfaced pavement including the vertical portions of all A.C. and P.C.C. surfaces to be joined.

Subsection 302-5.4, “Tack Coat”:

Tack coat material shall be Grade SS-1h emulsified asphalt. Tack coat shall be applied at a rate of 0.05 gallons per square yard.

Subsection 302-5.5, “Distribution and Spreading.” The following is added:

Unless approved by the City Engineer, the CONTRACTOR will not be allowed to deposit the A.C. material from bottom dump trucks into a windrow then pick up said material and convey it into the paving machine by an elevating device. All areas shall be paved by depositing the A.C. material from delivery trucks directly into the paving machine hopper.

In addition to the requirements in Subsection 302-5.5 of the Standard Specifications, asphalt concrete shall be placed with spreading equipment equipped with fully automated screed and grade sensing controls, which shall control the longitudinal grade of the screed.

Subsection 302-5.6, “Rolling.” The following is added to the first paragraph:

Rolling along a joint shall be such that the widest part of the roller is on the hot side of the joint.

Subsection 302-5.7, “Joints.” The following is added to the first paragraph:

Joint lines between successive runs shall be on lane lines or as shown on the plans.

Measurement and Payment:

The measurement and payment for Asphalt Concrete (AC) Pavement will be made at the contract unit price per ton in accordance with the provisions in Subsection 302-5.9, “Measurement and Payment” of the Standard Specifications and as indicated in the Bid Sheets unless identified by another bid item within these specifications and no additional compensation will be allowed.

Certified weigh tickets shall be submitted at the end of each delivery day to the Engineer for all Asphalt Concrete (AC) pavement incorporated into the work.

The unit price for Asphalt Concrete (AC) pavement shall include full compensation for furnishing all materials, labor, tools, equipment, transportation and incidentals required to construct the pavement in accordance with the plans, these Special Provisions and the Standard Specifications and no additional compensation will be allowed thereof.

BID ITEM NO. 26 – REMOVE AND CONSTRUCT CURB RAMP PER SPPWC STD. PLAN NO.

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111-5
The CONTRACTOR shall furnish all labor, materials, tools, equipment transportation and all incidental work and other services required to construct concrete curb ramps with detectable warning surface, curb and gutter, sidewalk, and restoration of any irrigation and drain systems affected by the work as shown on the plans, specified in accordance with these Specifications and Sections 201, 303-1, and 303-5 of the Standard Specifications, except as modified herein.

Sawcut, excavation, removals, haul away, and fill necessary for this bid item shall be included and no additional compensation will be made thereof.

Subgrade shall be prepared in accordance with Section 301-1, “Subgrade Preparation”, of the Standard Specifications. The completed subgrade shall be tested for grade and cross-section by means of a template extending the full depth of the section and supported between the side forms.

The subgrade and forms shall be thoroughly watered in advance of placing concrete.

Curing Compound shall be Type 1 conforming to the provisions in Section 201-4, “Concrete Curing Materials” of the Standard Specifications.

Detectable warning surface shall be Safety Step TD Ramp Up product (or approved equal) and installed per manufacturer’s recommendations. Color of the truncated domes shall be yellow.

All forms shall be set to the true lines and grades as shown on the plans and typical crosssections. The depth of forms for the gutter shall be equal to the full depth of the structure. Timber forms, if used, shall be surfaced on the side next to the concrete and on the upper edge and shall be of the required size and strength to maintain their rigidity when the concrete is placed. Timber forms on all straight work shall not be less than 1-5/8 inch thickness after being surfaced.

The forms on the front of curbs shall be removed not less than 2 hours or more than 6 hours after the concrete has been placed. All other forms shall remain in place until the concrete is thoroughly set. Forms shall be cleaned thoroughly and coated with light oil before subsequent use, and as often as necessary to prevent the concrete from adhering to them. Warped or rough forms will be rejected. Curb forms shall be held rigidly in place by the use of pairs of iron stakes placed at required intervals so as not to displace the forms. An effort shall be made to space all joints in such a manner so as to create an appearance of uniformity. Expansion joints shall be filled with joint filler strips ½-inch thick and shall extend the full width and depth of curb, gutter and sidewalk.

The joint filler strips shall be in one piece, pre-cut to true cross-section and installed true to line and grade and at true angles to the curb and gutter line. Edges of expansion joints shall be rounded with an approved edging tool having a radius not to exceed ¼-inch and all excess concrete shall be removed from around the joint.

Weakened plane joints for sidewalks shall match adjacent concrete surfaces. Weakened plane joints shall be installed at regular intervals not exceeding 15 feet. Weakened plane joints shall be constructed in accordance with Subsection 303-5.4.3, “Weakened Plane Joints” of the Standard Specifications.

Finishing of concrete items shall conform to Subsection 303-5.5, “Finishing” of the Standard Specifications. A mortar finish will not be allowed or accepted under any circumstances. Exposed concrete surfaces shall be cured in accordance with Subsection 303-5.6 “Curing” of the Standard Item #11. Page 278
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Specifications.

Any new work found to be defective or damaged prior to its acceptance shall be repaired or replaced by the CONTRACTOR at no expense to the City in accordance with Section 401, “Removal” of the Standard Specifications.

These Bid Items shall also include the relocation of existing pull boxes. Pull boxes in conflict or located within the limits of the curb ramp or sidewalk shall be relocated or adjusted to finish grade in accordance with Section 701-11, “Pull Boxes” of the Standard Specifications. Pull boxes shall be adjusted to grade after the construction of sidewalk. The necessary portions of asphalt concrete, base and sub grade shall be neatly removed and the structure built up in accordance with City or utility company standards, including pedestrian slip resistant lids on all utility structures.

All work specified in this item shall conform to the following Standard Plans for Public Works Construction (SPPWC) and Caltrans Standard Specifications:

Item Std. No.

P.C.C. Curb Ramp (w/ Truncated Dome) SPPWC Std. Plan No. 111-5 (Case and type per plans)
Payment for this item shall be per each basis and shall be considered as full compensation for furnishing all tools, labor, equipment, and materials and for doing all the work involved in the removal and replacement of PCC curb ramps, and no additional compensation will be allowed therefore. Inclusive of the cost bid on this item shall be all AC pavement slot cut removals, form work, backfill, paving. All aspects of the constructed ramps shall conform to the requirements of the referenced standard plan. Failure to meet minimum or maximum slopes, dimensions and other features of the standards will not be accepted and the Contractor shall be responsible for all costs of mitigation to the satisfaction of the City Engineer.

BID ITEM NO. 27 – REMOVE EXISTING AND CONSTRUCT 4" PCC SIDEWALK The work included in this Bid Item shall consist of the work described in Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways” of the Standard Specifications, and Section 201-4, “Concrete Curing Compound” of the Standard Specifications.

All saw cutting and excavation necessary for this construction shall be included in this bid item and no additional compensation will be made therefore. Concrete for the construction of sidewalk shall be Portland Cement Concrete Class 520-C-2500.

Curing Compound shall be Type 1 conforming to the provisions in Subsections 201-4, “Concrete Curing Compound” of the Standard Specifications.

Subgrade shall be prepared in accordance with section 301-1 of the Standard Specifications.

Work under this bid item shall include sawcuts and removal of existing sidewalk, ADA curb ramps, and other improvements necessary to achieve proper joins, compaction of subgrade, form work, construction of new 4 inch thick P.C.C. sidewalk and ADA curb ramps, materials and restoration Item #11. Page 279
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of any irrigation and drain systems affected by the work. The locations and areas of the P.C.C. improvements are shown on the plans and exhibits.

All work specified in these items shall conform to the Standard Drawings:

Item Plan No.

P.C.C. Sidewalk City of Glendora S.D.&S. 1.02
All P.C.C. construction shall match the existing and adjoining patterns of P.C.C. sidewalk, including score lines. Construction of all work in conjunction with these specifications shall conform to the Standard Specifications, latest edition. Brush and other organic matter shall be removed from the area of the proposed improvements and from any area where soils or construction materials will be stockpiled shall also be included.

All existing bituminous pavement and existing concrete being joined shall be cut in a clean straight line along the join line by use of concrete cutting saws. Compensation for this requirement shall be considered as included in this bid item, and no additional compensation will be made therefore.

Contractor shall also remove existing roots that are discovered after removal of P.C.C. sidewalk panels. Major roots shall be removed or ground down per the direction of the City Arborist.

If the edge of any existing concrete to be joined with new work is damaged by the Contractor’s operations, the existing concrete shall be again sawcut parallel to the original cut and such additional portion replaced at the Contractor’s expense.

If the existing P.C.C. improvements have built up A.C. pavement, the contractor shall remove said A.C. pavement so as to eliminate any elevation differential between surfaces.

Measurement and payment for all work under these items, including labor, equipment and materials, shall be made per the units bid price under each item in the Proposal Form.

BID ITEM NO. 28 – REMOVE AND REPLACE - 6” CURB AND GUTTER PER CITY OF GLENDORA SD&S 1.02, MATCH EXISTING
BID ITEM NO. 29 – REMOVE AND REPLACE – CONCRETE CROSS GUTTER PER SPPWC 122-2, MATCH EXISTING
Concrete curbs, gutters, driveway approach and cross-gutters shall be constructed in accordance with the provisions in Section 201-1, “Portland Cement Concrete” and 303-5 “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways” of the Standard Specifications.

The concrete class, alternate class and maximum slump for concrete shall be per Section 201-1 of the Standard Specifications. The Contractor shall submit a mix design to the Engineer or his representative for prior approval.

Layout of concrete improvements shall be approved by the Engineer prior to pouring concrete.

Before pouring concrete, the top six inch (6”) of the sub- grade shall be compacted to 90 percent of maximum density.

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pavement be removed and the subgrade prepared prior to the installation of the concrete sidewalk. The unit price bid for this bid item shall include these requirements and no additional compensation will be allowed therefore.

All costs associated with the furnishing and installation of 4” crushed aggregate base below curb and gutter, cross gutter and various PCC improvements in accordance with the applicable bid item City Standard or as directed by the City Engineer shall be included in the unit price bid for each.

Repainting of any impacted property address markings onto the curb shall be included onto the bid item.

The cost of saw cutting, removal and replacement of asphalt concrete pavement adjacent to the curb and gutter shall be paid under the bid items listed on the Bid Form. The unit price of replacing curb, gutter, driveways, and cross-gutters shall include saw cutting and necessary tree root pruning. All roots that interfere with the placement of the new concrete items shall be pruned or removed by a clean sawcut as directed by the Engineer.

Payment for remove and replace 6” Curb and Gutter item shall be per linear foot basis and shall be considered as full compensation for furnishing all tools, labor, equipment, and materials and for doing all the work involved in the removal and replacement of PCC curb and gutter, and no additional compensation will be allowed therefore. Inclusive of the cost bid on this item shall be all AC pavement slot cut removals, form work, backfill, paving.

Payment for remove and replace PCC Cross Gutter item shall be per square foot basis and shall be considered as full compensation for furnishing all tools, labor, equipment, and materials and for doing all the work involved in the removal and replacement of PCC cross gutter, and no additional compensation will be allowed therefore. Inclusive of the cost bid on this item shall be all AC pavement slot cut removals, form work, backfill, paving.

Payment for remove and replace PCC Drive approach item shall be per square foot basis and shall be considered as full compensation for furnishing all tools, labor, equipment, and materials and for doing all the work involved in the removal and replacement of PCC drive approach, and no additional compensation will be allowed therefore. Inclusive of the cost bid on this item shall be all AC pavement slot cut removals, form work, backfill, paving.

BID ITEM NO. 30 – ADJUST EXISTING MANHOLE FRAME AND COVER TO FINISHED GRADE
This Bid Item shall include the adjustment of the existing manholes to grade in accordance with Sections 403, “Manhole Adjustment and Reconstruction”, of the Standard Specifications. The CONTRACTOR shall cooperate with the owners of any frames and covers.

When County Sanitation Districts (CSD) manholes must be adjusted to new grade because of regrading and/or resurfacing over the manholes, the work will be done by CSD in conjunction with the contractor responsible for the re-grading and/or resurfacing work pursuant to the following procedures:

1. The Contractor shall notify CSD’s Superintendent of Maintenance at (310) 638-1161 a minimum of three (3) working days prior to the start of any work involving CSD Item #11. Page 281
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manholes.

2. If grade over manhole is to be lowered:
a. The Contractor shall furnish and deliver a temporary steel cover plate of adequate thickness and size approved by CSD for the manhole.
b. The Contractor shall excavate around the manhole to a depth and distance outside of the manhole as required for CSD to remove the manhole frame and cover. c. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft and place the cover plate over the manhole. d. The Contractor shall store and protect the frame and cover and fill and/or pave over the cover plate to final grade.
e. The Contractor shall remove the pavement and/or fill as required for CSD to raise the manhole to final grade. Pavement and/or fill shall be removed to a minimum depth of not less than 6 inches below final grade and 12 inches around the manhole if the cover plate is more than 6 inches below the final grade.
f. CSD will raise the manhole and set the frame and cover to final grade. g. The Contractor shall provide a 12-inch wide by 12-inch high concrete ring around the manhole frame. In unpaved areas, the concrete ring shall include #3 rebar, 12-inch overlap. The Contractor shall backfill and compact and complete the pavement around the manhole.

3. If grade over manhole is to be raised:
a. The Contractor shall fill and/or pave directly over the manhole frame and cover to final grade.
b. Repeat steps e. through g. of item 2 above except when grade is to be raised more than 2 feet. In such case, the Contractor shall excavate around the manhole to a depth and distance as determined by and required by CSD to remove and reconstruct the manhole shaft with the required taper.

The Contractor shall be responsible for furnishing, placing, and maintaining barricades and lights as necessary to protect the public from danger due to the work being performed.

Payment for all materials, equipment and labor required to perform the work included in this bid item shall be included in the unit price bid and no additional compensation will be allowed.

BID ITEM NO. 31 – THERMOPLASTIC STRIPING AND MARKINGS
This Bid Item shall include all material, equipment, and labor necessary to remove and replace damaged portions of thermoplastic striping and markings per Caltrans standards to match in kind.

Prior to the start of any work that may impact existing striping, the Contractor shall submit to the City an inventory of all pavement markings anticipated for replacement. All striping, pavement markings and signage installed shall conform Caltrans approved materials and standard plans.

Payment for this item shall be on a lump sum basis and no additional compensation will be allowed. Progress payments shall be made upon the judgment of the Engineer as a percent complete
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BID ITEM NO. 32 – CONSTRUCTION SURVEY STAKING AND MONUMENT PRESERVATION & RESTORATION
This Bid Item shall include all material, equipment, and labor necessary to preserve and restore existing monumentation impacted by the project improvements. All work shall be completed under the supervision and direction of a California Registered Land Surveyor and conform to the applicable codes, policies and requirements of the State of California and County of Los Angeles as applicable.

Payment for this item shall be on a lump sum basis and no additional compensation will be allowed. Progress payments shall be made upon the judgment of the Engineer as a percent complete.

This work shall include the reestablishment of existing survey monuments and tie-outs that will be disturbed or obliterated during construction including the following:
• Preparation of pre-construction corner records by a licensed surveyor for each monument, including tie-outs and filing the corner records with the County Surveyor. • Re-setting of survey monuments and tie-outs after construction by a licensed surveyor. • Preparation of post-construction corner records by a licensed surveyor for each monument including tie-outs and filing the corner records with the County Surveyor.

The Contractor shall submit copies of the recorded pre-construction corner records to the City Engineer for approval prior to beginning any work that may disturb any survey monument or tieout.

Survey monuments and tie-outs that are not properly re-established by the Contractor after construction will be re-established by the City Engineer and this cost will be deducted from the Contractor’s final invoice. The contractor shall submit copies of the recorded post-construction corner records to the City Engineer with the Contractor’s final invoice.

Payment for this item shall be on a lump sum basis and no additional compensation will be allowed. Progress payments shall be made upon the judgment of the Engineer as a percent complete.

BID ITEM NO. 33 – PRE-CONSTRUCTION VIDEO
Contractor shall document the existing condition of all streets, sidewalks, driveways, and private improvements adjacent to the construction limits of the project. The video shall include up to 50- feet beyond the project limits and identify the locations being recorded. Contractor shall submit the video as a “.wmv” video format saved on a USB flash drive.

Payment
Payment for this item shall be per lump sum and shall be considered as full compensation for furnishing all tools, labor, equipment, and materials and for doing all the work involved in preparing the pre-construction video, and no additional compensation will be allowed therefore.

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Revised 10/2019
NPDES Requirements

SECTION IX

NPDES REQUIREMENTS
CDBG Bender Avenue, Carter Dr, Santa Fe Ave, and Newburgh St Area Water and Street Improvement Project, Plan No. 1327
The City of Glendora complies with and enforces all Los Angeles County Construction Activity BMP's for storm water pollution prevention relating to public agency activities. The Contractor shall refer to the California Storm Water Best Management Practice Handbooks, and the Los Angeles County Department of Public Works Best Management Practices Handbook for Construction Activities. Please note the included BMP’s and address how they relate to these construction activities. The following is a brief list of BMP's from the Construction Handbook:

SE-7 Street Sweeping and Vacuuming
SE-8 Sandbag Barrier
NS-3 Paving and Grinding Operations
NS-8 Vehicle and Equipment Cleaning
NS-12 Concrete Curing
WM-1 Material Delivery and Storage
WM-2 Material Use
WM-3 Stockpile Management
WM-4 Spill Prevention and Control
WM-5 Soil Waste Management
WM-8 Concrete Waste Management
WM-9 Sanitary/Septic Waste Management

PLEASE NOTE THAT THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ATHENS DISPOSAL (626) 336-6100 REGARDING THE SCHEDULING OF TRASH PICK-UP AND RESTRICTIONS OF THOSE VEHICLES.

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Vicinity Map

SECTION X
The Attached Vicinity Map is included for bidding purpose.

The precise extent of work will be marked on the site before construction starts.

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STANDARD DRAWINGS

SECTION XI

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Applicable STANDARD DRAWINGS are available at the City’s website at http://www.cityofglendora.org/departments-services/public-works/standard-designs-and-specifications.

The Bidder / Contractor
shall refer to any and all Standard Drawings
referenced on the Plan or in these Specifications.

The Bidder / Contractor is responsible
for obtaining all Standard Drawings
referenced on the Plan and in these
Specifications.

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CDBG REQUIREMENTS

SECTION XII

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“This is a federally assisted construction
contract and Federal Labor Standards, including
the Davis-Bacon requirements, will be enforced.

The highest of the attached Federal or State
prevailing wage rates classifications will prevail.”
In addition, the following information
compromises the contract compliance
documentation required by the Federal
regulations for a Community Development Block
Grant Program funded project.

The successful Bidder/Contractor will be
responsible to submit all the documents
required under this Program.

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Meeting Date: 9/13/2022 / Packet Page #: 549
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Meeting Date: 9/13/2022 / Packet Page #: 550
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5/&" 15#
Item #11. Page 322
Meeting Date: 9/13/2022 / Packet Page #: 553
n
# 0(75#D#

GHI,, )'(" 15#I/" +.#0)+1 2 +.2#
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i/j# I2 (.#(.9#0(/ , /#324(.95)#i(44#F5)2+.2#(1 .7#+) 7 .2# .#(.*#+,#"5# +) 7 .(4#F5+F452#+,#"5#;()# (2"K#%+&"5(2"#I2 (K#"5#3.9 (.# %&!/+." .5."K#+)#"5#F(/ , /#324(.92j #(.9# #
i9j# I'5) /(.#3.9 (.#+)#I4(2Q(.#6(" 15#i(44#F5)2+.2#(1 .7#+) 7 .2# .# (.*#+,#"5#+) 7 .(4#F5+F452#+,#6+)"#I'5) /(#(.9#'( ."( . .7# 95." , (!45#") !(4#(,, 4 (" +.2#")+&7#'5'!5)2 F#(.9#F()" / F(" +.# +)#/+''&. "*# 95." , /(" +.jc# # !c# J5.515)#"5#/+.")(/"+)K#+)#(.*#2&!/+.")(/"+)#("#(.*#" 5)K#2&!/+.")(/"2#(# F+)" +.#+,#"5#O+)Q# .1+41 .7#(.*#/+.2")&/" +.#")(95K# "#2(44#F*2 /(44*# ./4&95# .# 5(/#2&!/+.")(/"# .#5 /522#+,#$CKCCC#"5#F)+1 2 +.2#+,#"525#2F5/ , /(" +.2#(.9# Item #11. Page 323
Meeting Date: 9/13/2022 / Packet Page #: 554
n
# 0(75#B#

GHI,, )'(" 15#I/" +.#0)+1 2 +.2#
"5#.+" /5#O /#/+."( .2#"5#(FF4 /(!45#7+(42#,+)#' .+) "*#(.9#,5'(45# F()" / F(" +.#(.9#O /# 2#25"#,+)"# .#"5#2+4 / "(" +.2#,)+'#O /#" 2#/+.")(/"# )52&4"59c# # /c# 3,#"5#/+.")(/"+)# 2#F()" / F(" .7#iF&)2&(."#"+#B$#-;W#0()"#PCABcNj# .#(#>+'5"+O.# 04(.#(FF)+159#!*#"5#?. "59#%"("52#@5F()"'5."#+,#<(!+)# .#"5#/+15)59#()5(# 5 "5)# .9 1 9&(44*#+)#")+&7#(.#(22+/ (" +.K# "2#(,, )'(" 15#(/" +.#+!4 7(" +.2#+.# (44#O+)Q# .#"5#04(.#()5(#i ./4&9 .7#7+(42#(.9#" '5#"(!452j#2(44#!5# .#(//+)9(./5# O "#"("#04(.#,+)#"+25#")(952#O /#(15#&. +.2#F()" / F(" .7# .#"5#04(.c## -+.")(/"+)2#'&2"#!5#(!45#"+#95'+.2")("5#"5 )#F()" / F(" +.# .#(.9#/+'F4 (./5# O "#"5#F)+1 2 +.2#+,#(.*#2&/#>+'5"+O.#04(.c## (/#/+.")(/"+)#+)# 2&!/+.")(/"+)#F()" / F(" .7# .#(.#(FF)+159#04(.# 2# .9 1 9&(44*#)5E& )59#"+# /+'F4*#O "# "2#+!4 7(" +.2#&.95)#"5#

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Item #11. Page 324
Meeting Date: 9/13/2022 / Packet Page #: 555
n
# 0(75#N#

GHI,, )'(" 15#I/" +.#0)+1 2 +.2#
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Item #11. Page 325
Meeting Date: 9/13/2022 / Packet Page #: 556
n
# 0(75#P#

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#(.9#"+#' .+) "*#(.9#,5'(45#)5/)& "'5."#(.9#")( . .7# +)7(. U(" +.2#25)1 .7#"5#/+.")(/"+)M2#)5/)& "'5."#()5(#(.9#5'F4+*'5."# .5592c##6+"#4("5)#"(.#+.5#'+."#F) +)#"+#"5#9("5#,+)#"5#(//5F"(./5#+,# (FF4 /(" +.2#,+)#(FF)5." /52 F#+)#+"5)#")( . .7#!*#(.*#)5/)& "'5."# 2+&)/52K#"5#/+.")(/"+)#2(44#25.9#O) ""5.#.+" , /(" +.#"+#+)7(. U(" +.2#2&/# (2#"5#(!+15K#952/) ! .7#"5#+F5. .7K#2/)55. .7#F)+/59&)52K#(.9#"52"2#"+# !5#&259# .#"5#2545/" +.#F)+/522c# # i$Cj#
./+&)(75#F)525."#' .+) "*#(.9#,5'(45#5'F4+*552#"+#)5/)& "#+"5)# ' .+) "*#F5)2+.2#(.9#O+'5.#(.9K#O5)5#)5(2+.(!45K#F)+1 95#(,"5)# 2/++4K#2&''5)K#(.9#1(/(" +.#5'F4+*'5."#"+#' .+) "*#(.9#,5'(45#*+&"K# !+"#+.#"5#2 "5#(.9# .#+"5)#()5(2#+,#(#/+.")(/"+)M2#O+)Q#,+)/5c# # i$$j# (4 9("5#(44#"52"2#(.9#+"5)#2545/" +.#)5E& )5'5."2#O5)5#"5)5# 2#(.# +!4 7(" +.#"+#9+#2+#&.95)#B$#-;W#0()"#PCADK#?. ,+)'#& 954 .52#+.# 'F4+*55#%545/" +.#0)+/59&)52c# #
i$:j# -+.9&/"K#("#45(2"#(..&(44*K#(.# .15."+)*#(.9#51(4&(" +.#("#45(2"#+,#(44# ' .+) "*#(.9#,5'(45#F5)2+..54#,+)#F)+'+" +.(4#+FF+)"&. " 52#(.9# 5./+&)(75#"525#5'F4+*552#"+#255Q#+)#"+#F)5F()5#,+)K#")+&7# (FF)+F) ("5#")( . .7K#5"/cK#2&/#+FF+)"&. " 52c# # i$Dj#
.2&)5#"("#25. +) "*#F)(/" /52K#d+!#/4(22 , /(" +.2K#O+)Q#(22 7.'5."2K#(.9# +"5)#F5)2+..54#F)(/" /52#9+#.+"#(15#(#9 2/) ' .("+)*#5,,5/"#!*# /+." .&(44*#'+. "+) .7#(44#F5)2+..54#(.9#5'F4+*'5."A)54("59#(/" 1 " 52#"+# 5.2&)5#"("#"5#

G#F+4 /*#(.9#"5#/+.")(/"+)M2#+!4 7(" +.2#&.95)#"525# 2F5/ , /(" +.2#()5#!5 .7#/()) 59#+&"c# # i$Bj#
.2&)5#"("#(44#,(/ 4 " 52#(.9#/+'F(.*#(/" 1 " 52#()5#.+.A257)57("59# 5 /5F"#"("#25F()("5#+)#2 .745A&25)#"+ 45"#(.9#.5/522()*#/(.7 .7#,(/ 4 " 52# 2(44#!5#F)+1 959#"+#(22&)5#F) 1(/*#!5"O55.#"5#25 52c#
Item #11. Page 326
Meeting Date: 9/13/2022 / Packet Page #: 557
n
# 0(75#R#

GHI,, )'(" 15#I/" +.#0)+1 2 +.2#
#
i$Nj# @+/&'5."#(.9#'( ."( .#(#)5/+)9#+,#(44#2+4 / "(" +.2#+,#+,,5)2#,+)# 2&!/+.")(/"2#,)+'#' .+) "*#(.9#,5'(45#/+.2")&/" +.#/+.")(/"+)2#(.9# 2&FF4 5)2K# ./4&9 .7#/ )/&4(" +.#+,#2+4 / "(" +.2#"+#' .+) "*#(.9#,5'(45# /+.")(/"+)#(22+/ (" +.2#(.9#+"5)#!&2 .522#(22+/ (" +.2c# # i$Pj# -+.9&/"#(#)51 5OK#("#45(2"#(..&(44*K#+,#(44#2&F5)1 2+)2M#(95)5./5#"+#(.9# F5),+)'(./5#&.95)#"5#/+.")(/"+)M2#

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c# -+.")(/"+)2#()5#5./+&)(759#"+#F()" / F("5# .#1+4&."()*#(22+/ (" +.2#O /#(22 2"# .#,&4, 44 .7#+.5#+)#'+)5#+,#"5 )#(,, )'(" 15#(/" +.#+!4 7(" +.2#D7i$j#")+&7#i$Pjc## S5#5,,+)"2#+,#(#/+.")(/"+)#(22+/ (" +.K#d+ ."#/+.")(/"+)A&. +.K#/+.")(/"+)A /+''&. "*K#+)#+"5)#2 ' 4()#7)+&F#+,#O /#"5#/+.")(/"+)# 2#(#'5'!5)#(.9# F()" / F(."K#'(*#!5#(225)"59#(2#,&4, 44 .7#(.*#+.5#+)#'+)5#+,# "2#+!4 7(" +.2#&.95)# D7i$j#"+&7#i$Pj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c##S5#+!4 7(" +.#"+#/+'F4*K#+O515)K# 2#"5#/+.")(/"+)M2K#(.9# ,( 4&)5#+,#2&/#(#7)+&F#"+#,&4, 44#(.#+!4 7(" +.#2(44#.+"#!5#(#95,5.25#,+)#"5# /+.")(/"+)M2#.+./+'F4 (./5c# # 3c# I#2 .745#7+(4#,+)#' .+) " 52#(.9#(#25F()("5#2 .745#7+(4#,+)#O+'5.#(15#!55.# 52"(!4 259c##S5#/+.")(/"+)K#+O515)K# 2#)5E& )59#"+#F)+1 95#5E&(4#5'F4+*'5."# +FF+)"&. "*#(.9#"+#"(Q5#(,, )'(" 15#(/" +.#,+)#(44#' .+) "*#7)+&F2K#!+"#'(45#(.9# ,5'(45K#(.9#(44#O+'5.K#!+"#' .+) "*#(.9#.+.A' .+) "*c##-+.25E&5."4*K#"5# /+.")(/"+)#'(*#!5# .#1 +4(" +.#+,#"5#

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5/&" 15#G)95)#$$:BPc# #
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5/&" 15#G)95)#$$:BPK#(2#('5.959K#(.9# "2# 'F45'5." .7# )57&4(" +.2K#!*#"5#G,, /5#+,#;595)(4#-+.")(/"#-+'F4 (./5#0)+7)('2c##I.*# /+.")(/"+)#O+#,( 42#"+#/())*#+&"#2&/#2(./" +.2#(.9#F5.(4" 52#2(44#!5# .#1 +4(" +.# +,#"525#2F5/ , /(" +.2#(.9#

5/&" 15#G)95)#$$:BPK#(2#('5.959c# #
Item #11. Page 327
Meeting Date: 9/13/2022 / Packet Page #: 558
n
# 0(75#T#

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Item #11. Page 328
Meeting Date: 9/13/2022 / Packet Page #: 559
n
# 0(75#V#

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c##6+#F5)2+.# .#"5#?. "52#%"("52#2(44K#+.#"5#!(2 2# +,#(75K#!5#5 /4&959#,)+'#F()" / F(" +.# .K#!5#95. 59#"5#!5.5, "2#+,K#+)#!5#2&!d5/"59#"+# 9 2/) ' .(" +.#&.95)#(.*#F)+7)('#+)#(/" 1 "*#)5/5 1 .7#;595)(4#, .(./ (4#(22 2"(./5c# # Tc# X[ZmZ\\Zh`^\h]
kc##6+#+"5)O 25#E&(4 , 59# .9 1 9&(4#O "#(.9 /(F2# .#"5# ?. "59#%"("52#2(44K#2+454*#!*#)5(2+.#+,# 2#+)#5)#(.9 /(FK#!5#5 /4&959#,)+'#"5# F()" / F(" +.# .K#!5#95. 59#"5#!5.5, "2#+,K#+)#!5#2&!d5/"59#"+#9 2/) ' .(" +.#&.95)#(.*# F)+7)('#+)#(/" 1 "*#)5/5 1 .7#;595)(4#(22 2"(./5c# # Item #11. Page 329
Meeting Date: 9/13/2022 / Packet Page #: 560
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Meeting Date: 9/13/2022 / Packet Page #: 561
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Meeting Date: 9/13/2022 / Packet Page #: 562
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Meeting Date: 9/13/2022 / Packet Page #: 563
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Meeting Date: 9/13/2022 / Packet Page #: 564
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Meeting Date: 9/13/2022 / Packet Page #: 565
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Item #11. Page 344
Meeting Date: 9/13/2022 / Packet Page #: 575
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Item #11. Page 345
Meeting Date: 9/13/2022 / Packet Page #: 576
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Meeting Date: 9/13/2022 / Packet Page #: 577
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Item #11. Page 347
Meeting Date: 9/13/2022 / Packet Page #: 578
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Meeting Date: 9/13/2022 / Packet Page #: 579
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Meeting Date: 9/13/2022 / Packet Page #: 581
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Meeting Date: 9/13/2022 / Packet Page #: 582
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Meeting Date: 9/13/2022 / Packet Page #: 583
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Meeting Date: 9/13/2022 / Packet Page #: 584
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Item #11. Page 361
Meeting Date: 9/13/2022 / Packet Page #: 592
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Item #11. Page 362
Meeting Date: 9/13/2022 / Packet Page #: 593
5/25/22, 9:16 AM SAM.gov
https://sam.gov/wage-determination/CA20220022/6 1/25
"General Decision Number: CA20220022 04/29/2022
Superseded General Decision Number: CA20210022
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
County: Los Angeles County in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
https://www.dol.gov/agencies/whd/government-contracts.

Item #11. Page 363
Meeting Date: 9/13/2022 / Packet Page #: 594
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Modification Number Publication Date
0 01/07/2022
1 01/14/2022
2 01/21/2022
3 02/25/2022
4 03/04/2022
5 04/01/2022
6 04/29/2022
ASBE0005-002 09/01/2021
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems).....$ 47.25 24.45
Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls)...........................$ 32.09 19.66
---------------------------------------------------------------- ASBE0005-004 07/05/2021
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)....$ 22.40 13.07
---------------------------------------------------------------- BOIL0092-003 01/01/2021
Rates Fringes
BOILERMAKER......................$ 46.03 38.81
---------------------------------------------------------------- * BRCA0004-007 05/01/2020
Rates Fringes
BRICKLAYER; MARBLE SETTER........$ 41.53 19.48
*The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty-Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3.00) above the
standard San Bernardino/Riverside County hourly wage rate ---------------------------------------------------------------- BRCA0018-004 06/01/2021
Rates Fringes
MARBLE FINISHER..................$ 35.90 14.11
Item #11. Page 364
Meeting Date: 9/13/2022 / Packet Page #: 595
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TILE FINISHER....................$ 30.47 12.52
TILE LAYER.......................$ 43.09 18.31
---------------------------------------------------------------- * BRCA0018-010 09/01/2021
Rates Fringes
TERRAZZO FINISHER................$ 35.43 14.10
TERRAZZO WORKER/SETTER...........$ 43.61 14.63
---------------------------------------------------------------- CARP0213-001 07/01/2021
Rates Fringes

CARPENTER
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer...................$ 51.60 16.28
(2) Millwright..............$ 52.10 16.48
(3) Piledrivermen/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial)................$ 51.73 16.28
(4) Pneumatic Nailer,
Power Stapler...............$ 51.85 16.28
(5) Sawfiler...............$ 51.69 16.28
(6) Scaffold Builder.......$ 42.80 16.28
(7) Table Power Saw
Operator....................$ 51.70 16.28
FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a
substitute for back forms (which work is performed by
piledrivers): $0.13 per hour additional.
---------------------------------------------------------------- CARP0213-002 07/01/2021
Rates Fringes
Diver
(1) Wet.....................$ 834.40 16.28
(2) Standby.................$ 445.84 16.28
(3) Tender..................$ 437.84 16.28
(4) Assistant Tender........$ 413.84 16.28
Amounts in ""Rates' column are per day
---------------------------------------------------------------- CARP0213-004 07/01/2021
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER....$ 51.60 16.28
STOCKER/SCRAPPER............$ 22.16 8.62
---------------------------------------------------------------- CARP0721-001 07/01/2021
Item #11. Page 365
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Rates Fringes
Modular Furniture Installer......$ 21.85 7.15
---------------------------------------------------------------- ELEC0011-004 01/31/2022
Rates Fringes

ELECTRICIAN (INSIDE

ELECTRICAL WORK)
Journeyman Electrician......$ 55.05 3%+29.37

ELECTRICIAN (INTELLIGENT
TRANSPORTATION SYSTEMS Street
Lighting, Traffic Signals,
CCTV,and Underground Systems)
Journeyman Transportation
Electrician.................$ 55.05 3%+29.37
Technician..................$ 41.29 3%+29.37
FOOT NOTE:

CABLE SPLICER & INSTRUMENT PERSON: Recieve 5% additional per hour above Journeyman Electrician basic hourly rate.

TUNNEL WORK: 10% additional per hour.

SCOPE OF WORK - TRANSPORTATION SYSTEMS
ELECTRICIAN:

Installation of street lights and traffic signals,including electrical circuitry, programmable controllers,
pedestal-mounted electrical meter enclosures and laying of pre-assembled multi-conductor cable in ducts, layout of electrical systems and communication installation,
including proper position of trench depths and radius at duct banks, location for man
holes, pull boxes, street lights and traffic signals.

Installation of underground ducts for electrical,telephone, cable television and communication systems.

Pulling,termination and
splicing of traffic signal and street lighting conductors and electrical systems including interconnect,detector loop, fiber optic cable and video/cable.

TECHNICIAN:

Distribution of material at job site, manual excavation and backfill, installation of system conduits and raceways for electrical, telephone, cable television and communication systems. Pulling, terminating and splicing of traffic signal and street lighting conductors and electrical systems
including interconnect, detector loop, fiber optic cable and video/data.
---------------------------------------------------------------- * ELEC0011-005 12/27/2021
COMMUNICATIONS & SYSTEMS WORK (excludes any work on Intelligent Transportation Systems or CCTV highway systems)
Rates Fringes
Communications System
Installer...................$ 43.87 3%+15.03
Technician..................$ 33.30 3%+27.82
SCOPE OF WORK The work covered shall include the
Item #11. Page 366
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installation, testing, service and maintenance, of the
following systems that utilize the transmission and/or
transference of voice, sound, vision and digital for
commercial, education, security and entertainment purposes for TV monitoring and surveillance, background foreground music, intercom and telephone interconnect, inventory
control systems, microwave transmission, multi-media,
multiplex, nurse call system, radio page, school intercom and sound, burglar alarms and low voltage master clock
systems.

A. Communication systems that transmit or receive information and/or control systems that are intrinsic to the above
listed systems SCADA (Supervisory control/data acquisition PCM (Pulse code modulation) Inventory control systems
Digital data systems Broadband & baseband and carriers
Point of sale systems VSAT data systems Data communication systems RF and remote control systems Fiber optic data
systems
B. Sound and Voice Transmission/Transference Systems
Background-Foreground Music Intercom and Telephone
Interconnect Systems Sound and Musical Entertainment
Systems Nurse Call Systems Radio Page Systems School
Intercom and Sound Systems Burglar Alarm Systems
Low-Voltage Master Clock Systems Multi-Media/Multiplex
Systems Telephone Systems RF Systems and Antennas and Wave Guide
C. *Fire Alarm Systems-installation, wire pulling and
testing.

D. Television and Video Systems Television Monitoring and Surveillance Systems Video Security Systems Video
Entertainment Systems Video Educational Systems CATV and CCTV
E. Security Systems, Perimeter Security Systems, Vibration Sensor Systems
Sonar/Infrared Monitoring Equipment, Access Control Systems, Card Access Systems
*Fire Alarm Systems

1. Fire Alarms-In Raceways: Wire and cable pulling in
raceways performed at the current electrician wage rate and fringe benefits.

2. Fire Alarms-Open Wire Systems: installed by the Technician. ---------------------------------------------------------------- ELEC1245-001 01/01/2022
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 60.19 22.07
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment).............$ 48.08 20.86
(3) Groundman...............$ 36.76 20.46
(4) Powderman...............$ 51.87 18.79
Item #11. Page 367
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HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0018-001 01/01/2022
Rates Fringes
ELEVATOR MECHANIC................$ 61.34 36.885+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.
---------------------------------------------------------------- ENGI0012-003 07/01/2020
Rates Fringes
OPERATOR: Power Equipment
(All Other Work)
GROUP 1....................$ 48.25 27.20
GROUP 2....................$ 49.03 27.20
GROUP 3....................$ 49.32 27.20
GROUP 4....................$ 50.81 27.20
GROUP 5....................$ 48.96 25.25
GROUP 6....................$ 51.03 27.20
GROUP 8....................$ 51.14 27.20
GROUP 9....................$ 49.29 25.25
GROUP 10....................$ 51.26 27.20
GROUP 11....................$ 49.41 25.25
GROUP 12....................$ 51.43 27.20
GROUP 13....................$ 51.53 27.20
GROUP 14....................$ 51.56 27.20
GROUP 15....................$ 51.64 27.20
GROUP 16....................$ 51.76 27.20
GROUP 17....................$ 51.93 27.20
GROUP 18....................$ 52.03 27.20
GROUP 19....................$ 52.14 27.20
GROUP 20....................$ 52.26 27.20
GROUP 21....................$ 52.43 27.20
GROUP 22....................$ 52.53 27.20
GROUP 23....................$ 52.64 27.20
GROUP 24....................$ 52.76 27.20
GROUP 25....................$ 52.93 27.20
OPERATOR: Power Equipment
(Cranes, Piledriving &
Hoisting)
GROUP 1....................$ 49.60 27.20
GROUP 2....................$ 50.38 27.20
GROUP 3....................$ 50.67 27.20
GROUP 4....................$ 50.81 27.20
GROUP 5....................$ 51.03 27.20
GROUP 6....................$ 51.14 27.20
GROUP 7....................$ 51.26 27.20
GROUP 8....................$ 51.43 27.20
GROUP 9....................$ 51.60 27.20
GROUP 10....................$ 52.60 27.20
GROUP 11....................$ 53.60 27.20
Item #11. Page 368
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GROUP 12....................$ 54.60 27.20
GROUP 13....................$ 55.60 27.20
OPERATOR: Power Equipment
(Tunnel Work)
GROUP 1....................$ 50.10 27.20
GROUP 2....................$ 50.88 27.20
GROUP 3....................$ 51.17 27.20
GROUP 4....................$ 51.31 27.20
GROUP 5....................$ 51.53 27.20
GROUP 6....................$ 51.64 27.20
GROUP 7....................$ 51.76 27.20
PREMIUM PAY:
$3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton
Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator
operator-inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt-rubber plant operator (nurse tank operator); Concrete mixer operator-skip type; Conveyor operator;
Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd.
without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler
GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling
(above ground tunnel); Power concrete curing machine
operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator Item #11. Page 369
Meeting Date: 9/13/2022 / Packet Page #: 600
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(asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck
GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).

GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete,
Clary-Johnson-Bidwell or similar); Micro tunnel system
(below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator
GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying machine
operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or
similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type);
Pumpcrete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber-tired
earth-moving equipment operator (single engine,
caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck);
Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self-
propelled curb and gutter machine operator; Shuttle buggy; Skiploader operator (crawler and wheel type over 1-1/2 yds.

Item #11. Page 370
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up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor
compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 9: Heavy Duty Repairman
GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar
types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol-blade operator (single engine); Multiple engine
tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)
GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - Certified.

GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine); Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units)
GROUP 13: Rubber-tired earth-moving equipment operator
operating equipment with push-pull system (single engine, up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, Item #11. Page 371
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operating equipment with push-pull system (multiple
engine-up to and including 25 yds. struck)
GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type)
GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment
operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)
GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck)
GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating equipment with Item #11. Page 372
Meeting Date: 9/13/2022 / Packet Page #: 603
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the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck)

CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A-frame or winch truck operator; Ross carrier
operator (jobsite)
GROUP 4: Bridge-type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.); Tower crane operator and tower gantry
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator Item #11. Page 373
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(over 100 tons up to and including 200 tons mrc)
GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons)

TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without
attachment)
GROUP 2: Power-driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
GROUP 7: Tunnel mole boring machine operator

ENGINEERS ZONES
$1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below:

That area within the following Boundary: Begin in San
Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San
Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that Item #11. Page 374
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point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM.

Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.

Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.

Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of T1s, SBM (Riverside County Line) to SW corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM.

Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM
$1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below:

That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM.

Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM.

Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W.

Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM.
$2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below:

Item #11. Page 375
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That area within the following Boundary: Begin at the
intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM.

Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.

Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.

Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T10N, R22E, MDM.

REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE
---------------------------------------------------------------- ENGI0012-004 08/01/2020
Rates Fringes
OPERATOR: Power Equipment
(DREDGING)
(1) Leverman................$ 56.40 30.00
(2) Dredge dozer............$ 50.43 30.00
(3) Deckmate................$ 50.32 30.00
(4) Winch operator (stern
winch on dredge)............$ 49.77 30.00
(5) Fireman-Oiler,
Deckhand, Bargeman,
Leveehand...................$ 49.23 30.00
(6) Barge Mate..............$ 49.84 30.00
---------------------------------------------------------------- IRON0433-006 07/01/2020
Rates Fringes

IRONWORKER
Fence Erector...............$ 34.58 24.81
Ornamental, Reinforcing
and Structural..............$ 41.00 33.45
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Item #11. Page 376
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Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LABO0300-001 07/01/2021
Rates Fringes
Brick Tender.....................$ 35.82 20.45
---------------------------------------------------------------- LABO0300-003 07/01/2020
Rates Fringes

LABORER (TUNNEL)
GROUP 1.....................$ 42.54 21.04
GROUP 2.....................$ 42.86 21.04
GROUP 3.....................$ 43.32 21.04
GROUP 4.....................$ 44.01 21.04

LABORER
GROUP 1.....................$ 36.39 21.04
GROUP 2.....................$ 36.94 21.04
GROUP 3.....................$ 37.49 21.04
GROUP 4.....................$ 39.04 21.04
GROUP 5.....................$ 39.39 21.04

LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations
GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water
pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or Item #11. Page 377
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wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock
slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize
concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting, Porta Shot-Blast
GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal

TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Changehouse person; Dump
person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.) GROUP 2: Chucktender, cabletender; Loading and unloading Item #11. Page 378
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agitator cars;; Vibrator person, jack hammer, pneumatic tools (except driller); Bull gang mucker, track person; Concrete crew, including rodder and spreader
GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of
troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work ---------------------------------------------------------------- LABO0300-005 03/01/2021
Rates Fringes
Asbestos Removal Laborer.........$ 37.49 21.88
SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and
disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of decontamination stations.
---------------------------------------------------------------- LABO0345-001 07/01/2021
Rates Fringes

LABORER (GUNITE)
GROUP 1.....................$ 46.50 20.42
GROUP 2.....................$ 45.55 20.42
GROUP 3.....................$ 42.01 20.42
FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a
Bosn'n's Chair or suspended from a rope or cable shall
receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or
shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of
75'-0"" above base level and which work must be performed in whole or in part more than 75'-0"" above base level, that work performed above the 75'-0"" level shall be compensated for at 35 cents per hour above the applicable
classification wage rate.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Rodmen, Nozzlemen
GROUP 2: Gunmen
GROUP 3: Reboundmen
---------------------------------------------------------------- Item #11. Page 379
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LABO1184-001 07/01/2021
Rates Fringes
Laborers: (HORIZONTAL

DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer...$ 38.89 17.10
(2) Vehicle Operator/Hauler.$ 39.06 17.10
(3) Horizontal Directional
Drill Operator..............$ 40.91 17.10
(4) Electronic Tracking
Locator.....................$ 42.91 17.10
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1.....................$ 40.10 20.12
GROUP 2.....................$ 41.40 20.12
GROUP 3.....................$ 43.41 20.12
GROUP 4.....................$ 45.15 20.12

LABORERS - STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and
preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This
category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all
related machinery and equipment
---------------------------------------------------------------- LABO1414-001 08/05/2020
Rates Fringes

LABORER
PLASTER CLEAN-UP LABORER....$ 36.03 21.01
PLASTER TENDER..............$ 38.58 21.01
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0036-001 07/01/2020
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Rates Fringes
Painters: (Including Lead
Abatement)
(1) Repaint (excludes San
Diego County)...............$ 29.59 17.12
(2) All Other Work..........$ 33.12 17.24
REPAINT of any previously painted structure. Exceptions:
work involving the aerospace industry, breweries,
commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities.
---------------------------------------------------------------- PAIN0036-006 10/01/2021
Rates Fringes

DRYWALL FINISHER/TAPER
Antelope Valley North of
the following Boundary:

Kern County Line to Hwy.
#5, South on Hwy. #5 to
Hwy. N2, East on N2 to
Palmdale Blvd., to Hwy.
#14, South to Hwy. #18,
East to Hwy. #395...........$ 39.50 22.92
Remainder of Los Angeles
County......................$ 43.63 22.92
---------------------------------------------------------------- PAIN0036-015 01/01/2020
Rates Fringes
GLAZIER..........................$ 43.45 23.39
FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per
hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up
---------------------------------------------------------------- PAIN1247-002 01/01/2021
Rates Fringes
SOFT FLOOR LAYER.................$ 38.75 14.03
---------------------------------------------------------------- PLAS0200-009 08/04/2021
Rates Fringes
PLASTERER........................$ 45.77 18.39
---------------------------------------------------------------- PLAS0500-002 07/01/2020
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 38.50 25.91
---------------------------------------------------------------- PLUM0016-001 09/01/2021
Rates Fringes
Item #11. Page 381
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PLUMBER/PIPEFITTER
Work ONLY on new additions
and remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space.................$ 52.20 24.38
Work ONLY on strip malls,
light commercial, tenant
improvement and remodel
work........................$ 39.91 22.71
All other work except work
on new additions and
remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space and work on
strip malls, light
commercial, tenant
improvement and remodel
work........................$ 53.83 25.36
---------------------------------------------------------------- PLUM0345-001 09/01/2021
Rates Fringes

PLUMBER
Landscape/Irrigation Fitter.$ 36.85 24.75
Sewer & Storm Drain Work....$ 40.94 22.13
---------------------------------------------------------------- ROOF0036-002 08/01/2021
Rates Fringes
ROOFER...........................$ 42.07 18.92
FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour ""pitch premium"" pay.
---------------------------------------------------------------- SFCA0669-013 04/01/2022

DOES NOT INCLUDE THE CITY OF POMONA, CATALINA ISLAND, AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES:

Rates Fringes
SPRINKLER FITTER.................$ 43.25 26.77
---------------------------------------------------------------- SFCA0709-005 01/01/2021

THE CITY OF POMOMA, CATALINA ISLAND, AND THAT PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS ANGELES:

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SPRINKLER FITTER (Fire)..........$ 48.71 29.15
---------------------------------------------------------------- SHEE0105-002 07/01/2021
LOS ANGELES (South of a straight line between Gorman and Big Pines including Catalina Island)
Rates Fringes

SHEET METAL WORKER
(1) Light Commercial: Work
on general sheet metal and
heating and AC up to 4000
sq ft.......................$ 30.14 10.74
(2) Modernization :

Excluding New Construction
- Under 5000 sq. ft. Does
not include modification,
upgrades, energy
management, or
conservation improvements
of central heating and AC
equpment....................$ 27.47 10.72
---------------------------------------------------------------- SHEE0105-003 01/01/2022
LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes

SHEET METAL WORKER
(1) Commercial - New
Construction and Remodel
work........................$ 50.23 29.60
(2) Industrial work
including air pollution
control systems, noise
abatement, hand rails,
guard rails, excluding
aritechtural sheet metal
work, excluding A-C,
heating, ventilating
systems for human comfort...$ 48.28 29.46
---------------------------------------------------------------- SHEE0105-004 01/01/2022
KERN (Excluding portion East of Hwy 395) & LOS ANGELES (North of a straight line drawn between Gorman and Big Pines including Cities of Lancaster and Palmdale) COUNTIES
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SHEET METAL WORKER...............$ 39.08 28.84
---------------------------------------------------------------- TEAM0011-002 07/01/2020
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TRUCK DRIVER
GROUP 1....................$ 32.59 30.59
Item #11. Page 383
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GROUP 2....................$ 32.74 30.59
GROUP 3....................$ 32.87 30.59
GROUP 4....................$ 33.06 30.59
GROUP 5....................$ 33.09 30.59
GROUP 6....................$ 33.12 30.59
GROUP 7....................$ 33.37 30.59
GROUP 8....................$ 33.62 30.59
GROUP 9....................$ 33.82 30.59
GROUP 10....................$ 34.12 30.59
GROUP 11....................$ 34.62 30.59
GROUP 12....................$ 35.05 30.59
WORK ON ALL MILITARY BASES:

PREMIUM PAY: $3.00 per hour additional.
[29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, El Centro Naval Facility, Fort Irwin, Marine Corps
Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception,
Vandenberg AFB]

TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete truck, less than 6-1/2 yds. water level
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work;
Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver
GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over
GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments
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GROUP 12: Boom Truck 17K and above
---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).
---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

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Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
----------------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations
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Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISIO"

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Revised 10/2019
INDEX

Page 127 ends

Glendora City CouncilSeptember 13, 2022

Glendora City Council
September 13, 2022