Redding City Council
April 7, 2026

EXHIBIT A— SCOPE OF WORK
1) Conduct Community Outreach
a. Implement outreach strategy
b. Conduct/document community meetings
c. Prepareldistribute communication materials
d. Prepare post- project socio- economic assessment
2) Provide Technical Support
a. Conduct periodic inspections
b. Answer contractor requests for information
c. Review contractor construction schedule
d. Review equipment technical submittals
e. Prepare construction change orders
f. Review contractor pay requests and receive certified payrolls g. Receive certifications of proper installation
h. Review materials and performance testing
i. Schedule operator training by contractor
j. Monitor facility start-up
k. Coordinate completion of record drawings for facilities and locations 3) Provide Managerial Support
a. Update operations and maintenance documentation, as appropriate b. Provide training
c. Perform contract closeout
d. Manage warranty services
e. Prepare emergency response plan
4) Provide Financial Management Support
a. Assist in funding administration
Packet Pg. 451 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
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Amendment No. 1

EXHIBIT A— SCOPE OF WORK
Related technical assistance tasks not specifically listed above, but consistent with the general scope and types of technical assistance described above may be included in a technical assistance Work Plan subject to Division approval.

A. 4 Reporting.
a) Progress Reports. The Recipient shall submit quarterly progress reports to the Grant Manager within thirty( 30) days following the end of the calendar quarter( March, June, September, and December). Progress Reports shall provide a brief description of activities that have occurred, milestones achieved, monitoring results ( if applicable), and any problems encountered in the perFormance of the work under this Agreement during the applicable reporting period. Reporting shall be required even if no grant related activities occurred during the reporting period. The Recipient shall document all activities and expenditures in progress reports, including work performed by contractors. Progress reports must be signed by the Authorized Representative, Project Director, or designee.
b) As Needed Information or Reports. The Recipient agrees to provide expeditiously, during the term of this Agreement, such reports, data, and information as may be reasonably required by the Division, including but not limited to material necessary or appropriate for evaluation of the funding program or to fulfill any reporting requirements of the state or federal government. c) Final Project Summary. At the conclusion of the Project, the Recipient must submit a draft Final Project Summary to the Grant Manager for review and approval. The draft Final Project Summary shall contain a brief summary of the Project, including accomplishments, before and after pictures, as appropriate. The draft Final Project Summary shall be in a format provided by the Grant Manager. Following comments from the Grant Manager, the Recipient shall submit the revised Final Project Summary for review and approval and shall upload an electronic copy of the final Project Summary to the FAAST system.

Packet Pg. 452 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT B— FUNDING PROVISIONS

6. 1 Project Funding.

Subject to the terms of this Agreement, the State Water Board agrees to provide Project Funds as a grant in the amount of up to seven million and no cents ($ 7, 000, 000).

6. 2 Estimated Reasonable Project Cost.

The estimated reasonable cost of the total Project is seven million and no cents ($ 7, 000, 000).

6. 3 Funding Dates.
a) The Eligible Start Date is September 1, 2016. Otherwise eligible costs incurred prior to this date will not be reimbursed, unless otherwise specified in Exhibit D. b) The Final Disbursement Request Date is September 30, 2021. The Deputy Director of the Division may extend this date for good cause. Extensions may require an amendment to this Agreement. All disbursement requests must be submitted to the Division such that they are received prior to this date. Late disbursement requests will not be honored and remaining amounts will be deobligated.
c) The term of this agreement is from the Start Date on the cover page of this Agreement to the End Date of "^ c+ '' ' nti June 30, 2057.

B. 4 Budget Summary.

LINE ITEM PROJECT FUNDS

TOTAL COSTS
GRANT
Personnel/ S ecific Staff 1, 422, 997 1, 422, 997
Ex enses and Su lies 78, 127 78, 127
S ecial Pur ose E ui ment > 5, 000 0 0
Travel 117, 864 117, 864
Professional and Consultant Services 4, 100, 000 4, 100, 000 Indirect Costs 1, 281, 012 1, 281, 012
TOTA 7, 000, 000 7, 000, 000
B. 5 Budget Flexibility.
a) Subject to the prior review and approval of the Grant Manager, adjustments between existing line item( s) may be used to defray allowable direct costs up to fifteen percent( 15%) of the total amount, including any amendment( s) thereto. Line item adjustments in excess of fifteen percent 15%) require an Agreement amendment.
b) The Recipient may submit a request for an adjustment in writing to the Grant Manager. Such adjustment may not increase or decrease the total grant amount. The Recipient shall submit a copy of the original Agreement Budget sheet reflecting the requested changes and shall note proposed changes by striking out the original amount( s) followed with proposed change( s) in bold and underlined. Budget adjustments deleting a budget line item or adding a new budget line item shall require a formal amendment. The Division may also propose budget adjustments. c) The sum of adjusted line items shall not exceed the total budget amount.

Packet Pg. 453 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT B— FUNDING PROVISIONS

6. 6 Disbursement of Project Funds; Availability of Project Funds. a) The State Water Board' s obligation to disburse Project Funds is contingent upon the availability of sufficient funds to permit the disbursements provided for herein. If sufficient funds are not available for any reason, including but not limited to failure of the State government to appropriate funds necessary for disbursement of Project Funds, the State Water Board shall not be obligated to make any disbursements to the Recipient under this Agreement. This provision shall be construed as a condition precedent to the obligation of the State Water Board to make any disbursements under this Agreement. Nothing in this Agreement shall be construed to provide the Recipient with a right of priority for disbursement over any other recipient. If any disbursements due the Recipient under this Agreement are deferred because sufficient funds are unavailable, it is the intention of the State Water Board that such disbursement will be made to the Recipient when sufficient funds do become available, but this intention is not binding. If this Agreement' s funding for any fiscal year is reduced or deleted by the Budget Act, by Executive Order, or by order of the Department of Finance, the State shall have the option to either cancel this Agreement with no liability occurring to the State, or offer an amendment to the Recipient to reflect the reduced amount.
b) Except as may be otherwise provided in this Agreement, disbursement of Project Funds will be made as follows:
1) Upon execution and delivery of this Agreement, the Recipient may request disbursement for eligible Project Costs as specified in this Exhibit from the Project Funds through submission to the State Water Board of disbursement requests using the disbursement request form provided by the Grant Manager.
2) Disbursement requests shall contain the following information:
a. The date of the request;
b. The time period covered by the request, i. e., the term " from" and " to"; c. The total amount requested;
d. Documentation of match
e. Original signature and date ( in ink) of RecipienYs Authorized Representative; and, f. The Final Disbursement Request shall be clearly marked " FINAL DISBURSEMENT REQUEST" and shall be submitted NO LATER THAN
September 30, 2021.
3) Requests must be itemized based on the line items specified in the budget in this Exhibit.

Requests must be signed by the Authorized Representative, Project Director, or designee and must be addressed to the Grant Manager as set forth in the Party Contacts section of this Agreement. Requests for disbursement submitted in any other format than the one provided by the State Water Board will cause a request for disbursement to be disputed. In the event of such a dispute, the Grant Manager will notify the Recipient. Payment will not be made until the dispute is resolved and a corrected request submitted. The Grant Manager has the responsibility for approving requests for disbursement. Requests must be complete and executed by the Recipient. Project Costs incurred prior to the Eligible Start Date of this Agreement will not be funded.

Packet Pg. 454 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT B— FUNDING PROVISIONS
4) Project Funds must be requested at least quarterly, not more than monthly, for eligible costs incurred during the reporting period of the corresponding Progress Report, describing the activities and expenditures for which the disbursement is being requested. 5) The Recipient agrees that it will not request disbursement for any Project Cost until such cost has been incurred and is currently due and payable by the Recipient, although the actual payment of such cost by the Recipient is not required as a condition of disbursement request.

Supporting documentation ( e. g., receipts) must be submitted with each disbursement request. Disbursement of Project Funds will be made only after receipt of a complete, adequately supported, properly documented, and accurately addressed disbursement request.
6) The Recipient may request reimbursement for actual ( not budgeted) indirect costs. This may include reasonable cost of items necessary for the implementation and management of the Project, such as: rent, utilities ( gas electric, water, sewer trash, internet, etc.), janitorial services, reasonable maintenance and repairs, pest control, landscaping, equipment workstation, fax machines, computers, printers, copiers, postage machines, servers, data storage), office supplies ( paper clips, staples, paper, etc.), printing, shipping, shredding, postage, courier service, telephone, document storage, insurance ( general liability, professional liability, workers compensation ( if not already reflected as part of fringe), and support staff( such as procurement services, accounting, information technology, human resources, training and staff development).

Any costs ineligible for reimbursement through this Agreement should be excluded prior to requesting reimbursement. Examples of ineligible costs include: patents or copyrights, bank fees or service charges, taxes, licenses, interest, existing indebtedness, amortization, depreciation, losses, damages or settlements, fines or penalties, fees related to incorporation, costs related to establishment or reorganization, insurance deductibles, lobbying, legal defense or prosecution costs, litigation, advertising, contributions to other nonprofits or events, public relations, marketing, employee appreciation, scholarships or tuition fees, employee relocation, conference attendance, subscriptions or publication fees, membership dues, entertainment, meals, refreshments, alcoholic beverages decorations, childcare or stipends for meeting participants, profit or markup by the grantee, contractor or subcontractor markup fees, auto insurance ( state mileage rates already include compensation for such costs), travel costs non consistent with State travel policies, miscellaneous costs, contingencies, other costs deemed by Grant Manager to be unreasonable, excessive, inappropriate or not related to the purposes of the grant.

It is the Recipient' s responsibility to verify that ineligible costs are not claimed, and to maintain backup documentation and source documents to support indirect cost accounting. All such documentation must be available in the case of an audit. No costs invoiced as part of indirect costs should be included elsewhere as a direct cost. Fringe should be included in personnel.
7) The Recipient will not seek reimbursement of any Project Costs that have been reimbursed from other funding sources.
8) Recipient shall spend Project Funds within 30 days of receipt. Any interest earned on Project Funds shall be reported to the State Water Board and will either be required to be returned to the State Water Board or deducted from future disbursements. In the event that the Recipient fails to disburse Project Funds to contractors or vendors within thirty( 30) days from Packet Pg. 455 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT B— FUNDING PROVISIONS
9) receipt of the funds, the Recipient shall immediately return such funds to the State Water Board. Interest shall accrue on such funds from the date of disbursement through the date of mailing of funds to the State Water Board. If the Recipient held such funds in interest- bearing accounts, any interest earned on the funds shall also be due to the State Water Board. 10) Recipient shall request its final disbursement no later than the Final Disbursement Request Date specified herein unless prior approval is granted by the Division. If the Recipient fails to do so, then the undisbursed balance of this Agreement will be deobligated. 11) The Recipient agrees that it will not request a disbursement unless that cost is allowable, reasonable, and allocable.
12) Notwithstanding any other provision of this Agreement, no disbursement shall be required at any time or in any manner that is in violation of or in conflict with federal or state laws, policies, or regulations.
13) The Recipient agrees that it shall not be entitled to interest earned on undisbursed Project Funds.
14) Any reimbursement for necessary travel and per diem shall be at rates not to exceed those set by the California Department of Human Resources. These rates may be found at http:// www.calhr.ca.gov/employees/ Paqes/travel- reimbursements. aspx. Reimbursement will be at the State travel and per diem amounts that are current as of the date costs are incurred by the Recipient. No travel outside the State of California shall be reimbursed unless prior written authorization is obtained from the Grant Manager. 15) The Recipient must include any other documents or requests required or allowed under this Agreement.

B. 7 Withholding of Disbursements and Material Violations. a) Notwithstanding any other provision of this Agreement, the Recipient agrees that the State Water Board may retain an amount equal to ten percent ( 10%) of the Project Funds until Project Completion. Any retained amounts due to the Recipient will be promptly disbursed to the Recipient, without interest, upon Project Completion.
b) The State Water Board may withhold all or any portion of the funds provided for by this Agreement in the event that:
1) The Recipient has materially violated, or threatens to materially violate, any term, provision, condition, or commitment of this Agreement; or
2) The Recipient fails to maintain reasonable progress toward Project Completion.

B. 8 Remaining Balance.

In the event the Recipient does not request all of the funds encumbered under this Agreement, any remaining funds revert to the State.

Packet Pg. 456 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT B— FUNDING PROVISIONS

6. 9 Fraud and Misuse of Public Funds.

All requests for disbursement submitted shall be accurate and signed under penalty of perjury. Any and all costs submitted pursuant to this Agreement shall only be for the tasks set forth herein. The Recipient shall not submit any invoice containing costs that are ineligible or have been reimbursed from other funding sources unless required and specifically noted as such ( i. e., match costs). Any eligible costs for which the Recipient is seeking reimbursement shall not be reimbursed from any other source. Double or multiple billing for time, services, or any other eligible cost is illegal and constitutes fraud. Any suspected occurrences of fraud, forgery, embezzlement, theft, or any other misuse of public funds may result in suspension of disbursements of Project Funds and/ or termination of this Agreement requiring the repayment of all funds disbursed hereunder. Additionally, the Deputy Director of the Division may request an audit and refer the matter to the Attorney General' s Office or the appropriate district attorney' s office for criminal prosecution or the imposition of civil liability. ( Civ. Code, §§ 1572- 1573; Pen. Code, §§ 470, 489- 490.)
Packet Pg. 457 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT C— STANDARD TERMS AND CONDITIONS
C. 1 Accounting and Auditing Standards.

The Recipient must maintain Project accounts according to GAAP. The Recipient shall maintain GAAPcompliant Project accounts, including GAAP requirements relating to the reporting of infrastructure assets.

C. 2 Amendment.

No amendment or variation of the terms of this Agreement shall be valid unless made in writing, signed by the parties and approved as required. No oral or written understanding or agreement not incorporated in this Agreement is binding on any of the parties.

C. 3 Assignability.

This Agreement is not assignable by the Recipient, either in whole or in part.

C. 4 Audit.
a) The Division, at its option, may call for an audit of financial information relative to the Planning, where the Division determines that an audit is desirable to assure program integrity or where such an audit becomes necessary because of state or federal requirements. Where such an audit is called for, the audit shall be performed by a certified public accountant independent of the Recipient and at the cost of the Recipient. The audit shall be in the form required by the Division. b) Audit disallowances will be returned to the State Water Board. Failure to comply with audit disallowance provisions shall disqualify the Recipient from participating in State Water Board funding programs.

C. 5 [ Reserved]
C. 6 Claims.

Any claim of the Recipient is limited to the rights, remedies, and claims procedures provided to the Recipient under this Agreement.

C. 7 Competitive Bidding
Recipient shall adhere to any applicable state or local ordinance for competitive bidding and applicable labor laws.

If Recipient is a private entity, any construction contracts related in any way to the Planning shall be let by competitive bid procedures that ensure award of such contracts to the lowest responsible bidders.

Recipient shall not award a construction contract until a summary of bids and identification of the selected lowest responsible bidder is submitted to and approved in writing by the Division. Recipient must provide a full explanation if Recipient is proposing to award a construction contract to anyone other than the lowest responsible bidder.

C. 8 Compliance with Law, Regulations, etc.

The Recipient agrees that it will, at all times, comply with and require its contractor and subcontractors to comply with all applicable federal and state laws, rules, guidelines, regulations, and requirements.

Without limitation of the foregoing, the Recipient agrees that, to the extent applicable, the Recipient will:

Packet Pg. 458 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT C— STANDARD TERMS AND CONDITIONS
a) Comply with the State Water Board' s Policy;
b) Comply with and require compliance with the list of state laws ( cross- cutters) in Section C- 31 of this Agreement.

C. 9 Conflict of Interest.

The Recipient certifies that its owners, officers, directors, agents, representatives, and employees are in compliance, and shall remain compliant through Project Completion, with applicable state and federal conflict of interest laws, including but not limited to laws related to conflict of interest laws related to contracting and procurement.

C. 10 Damages for Breach Affecting Tax-Exempt Status or Federal Compliance.

In the event that any breach of any of the provisions of this Agreement by the Recipient shall result in the loss of tax- exempt status for any bonds of the State or any subdivision or agency thereof, including bonds issued on behalf of the State Water Board, or if such breach shall result in an obligation on the part of the State or any subdivision or agency thereof to reimburse the federal government by reason of any arbitrage profits, the Recipient shall immediately reimburse the State or any subdivision or agency thereof in an amount equal to any damages paid by or loss incurred by the State or any subdivision or agency thereof due to such breach. In the event that any breach of any of the provisions of this Agreement by the Recipient shall result in the failure of Project Funds to be used pursuant to the provisions of this Agreement, or if such breach shall result in an obligation on the part of the State or any subdivision or agency thereof to reimburse the federal government, the Recipient shall immediately reimburse the State or any subdivision or agency thereof in an amount equal to any damages paid by or loss incurred by the State or any subdivision or agency thereof due to such breach.

C. 11 Disputes.
a) The Recipient may appeal a staff decision within 30 days to the Deputy Director of the Division or designee, for a final Division decision. The Recipient may appeal a final Division decision to the State Water Board within 30 days. The Office of the Chief Counsel of the State Water Board will prepare a summary of the dispute and make recommendations relative to its final resolution, which will be provided to the State Water Board' s Executive Director and each State Water Board Member. Upon the motion of any State Water Board Member, the State Water Board will review and resolve the dispute in the manner determined by the State Water Board. Should the State Water Board determine not to review the final Division decision, this decision will represent a final agency action on the dispute.
b) This clause does not preclude consideration of legal questions, provided that nothing herein shall be construed to make final the decision of the State Water Board, or any official or representative thereof, on any question of law.
c) Recipient shall continue with the responsibilities under this Agreement during any dispute.

C. 12 Financial Management System and Standards.

The Recipient agrees to comply with federal standards for financial management systems. The Recipient agrees that, at a minimum, its fiscal control and accounting procedures will be sufficient to permit preparation of reports required by the federal or state government and tracking of Project Funds to a level Packet Pg. 459 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
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EXHIBIT C— STANDARD TERMS AND CONDITIONS
of expenditure adequate to establish that such funds have not been used in violation of federal or state law or the terms of this Agreement.

C. 13 Governing Law.

This Agreement is governed by and shall be interpreted in accordance with the laws of the State of California.

C. 14 Income Restrictions.

The Recipient agrees that any refunds, rebates, credits, or other amounts ( including any interest thereon) accruing to or received by the Recipient under this Agreement shall be paid by the Recipient to the State, to the extent that they are properly allocable to costs for which the Recipient has been reimbursed by the State under this Agreement.

C. 15 Indemnification and State Reviews.

The parties agree that review or approval of Project documents by the State Water Board is for administrative purposes only, including conformity with application and eligibility criteria, and expressly not for the purposes of design defect review or construction feasibility, and does not relieve the Recipient of its responsibility to engage in proper planning. To the extent permitted by law, the Recipient agrees to indemnify, defend, and hold harmless the State Water Board, and its officers, employees, and agents collectively, " Indemnified Persons"), against any loss or liability arising out of any claim or action brought against any indemnified Persons from and against any and all losses, claims, damages, liabilities, or expenses, of every conceivable kind, character, and nature whatsoever arising out of, resulting from, or in any way connected with ( 1) the Project or the conditions, occupancy, use, possession, conduct, or management of, work done in or about, or the planning, design, acquisition, installation, or construction, of the Project or any part thereof; ( 2) the carrying out of any of the transactions contemplated by this Agreement or any related document; ( 3) any violation of any applicable law, rule or regulation, any environmental law ( including, without limitation, the Federal Comprehensive Environmental Response, Compensation and Liability Act, the Resource Conservation and Recovery Act, the California Hazardous Substance Account Act, the Federal Water Pollution Control Act, the Clean Air Act, the Toxic Substances Control Act, the Occupational Safety and Health Act, the Safe Drinking Water Act, the California Hazardous Waste Control Law, and California Water Code Section 13304, and any successors to said laws), rule or regulation or the release of any toxic substance on or near the System; or( 4) any untrue statement or alleged untrue statement of any material fact or omission or alleged omission to state a material fact necessary to make the statements required to be stated therein, in light of the circumstances under which they were made, not misleading with respect to any information provided by the Recipient for use in any disclosure document utilized in connection with any of the transactions contemplated by this Agreement. To the fullest extent permitted by law, the Recipient agrees to pay and discharge any judgment or award entered or made against Indemnified Persons with respect to any such claim or action, and any settlement, compromise or other voluntary resolution. The provisions of this section shall survive the term of this Agreement and the discharge of the Recipient' s Obligation hereunder.

C. 16 Independent Actor.

The Recipient, and its agents and employees, if any, in the performance of this Agreement, shall act in an independent capacity and not as officers, employees, or agents of the State Water Board.

Packet Pg. 460 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
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EXHIBIT C— STANDARD TERMS AND CONDITIONS
C. 17 Integration.

This Agreement is the complete and final Agreement between the parties.

C. 18 Non- Discrimination Clause.
a) During the performance of this Agreement, Recipient and its contractors and subcontractors shall not unlawfully discriminate, harass, or allow harassment against any employee or applicant for employment because of sex, race, color, ancestry, religious creed, national origin, sexual orientation, physical disability( including HIV and AIDS), mental disability, medical condition cancer), age ( over 40), marital status, denial of family care leave, or genetic information, gender, gender identity, gender expression, or military and veteran status. b) The Recipient, its contractors, and subcontractors shall ensure that the evaluation and treatment of their employees and applicants for employment are free from such discrimination and harassment.
c) The Recipient, its contractors, and subcontractors shall comply with the provisions of the Fair Employment and Housing Act and the applicable regulations promulgated thereunder. ( Gov.

Code, § 12990, subds. ( a)-( f) et seq.; Cal. Code Regs., tit. 2, § 7285 et seq.) Such regulations are incorporated into this Agreement by reference and made a part hereof as if set forth in full. d) The Recipient, its contractors, and subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement.
e) The Recipient shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform work under the Agreement.

C. 19 No Third Party Rights.

The parties to this Agreement do not create rights in, or grant remedies to, any third party as a beneficiary of this Agreement, or of any duty, covenant, obligation, or undertaking established herein.

C. 20 [ Reservedj
C. 21 Other Assistance.

If funding for Project Costs is made available to the Recipient from sources other than this Agreement, the Recipient shall immediately notify the Grant Manager.

C. 22 Permits, Contracting, Disqualification.

The Recipient shall comply in all material respects with all applicable federal, state and local laws, rules and regulations. Recipient shall procure all permits, licenses and other authorizations necessary to accomplish the work contemplated in this Agreement, pay all charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work.

For any work related to this Agreement, the Recipient shall not contract with any individual or organization on the State Water Board' s List of Disqualified Businesses and Persons that is identified as debarred or suspended or otherwise excluded from or ineligible for participation in any work overseen, directed, Packet Pg. 461 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT C— STANDARD TERMS AND CONDITIONS
funded, or administered by the State Water Board program for which funding under this Agreement is authorized. The State Water Board' s List of Disqualified Businesses and Persons is located at http:// www. waterboards. ca. gov/ water issues/ programs/ ustcf/ dbp. shtml.

C. 23 Public Records.

The Recipient acknowledges that, except for a subset of information regarding archaeological records, the Project records and locations are public records, including but not limited to all of the submissions accompanying the application, all of the documents incorporated by reference into this Agreement, and all reports, disbursement requests, and supporting documentation submitted hereunder.

C. 24 Prevailing Wages.

The Recipient agrees to be bound by all applicable provisions of State Labor Code regarding prevailing wages. The Recipient shall monitor all agreements subject to reimbursement from this Agreement to ensure that the prevailing wage provisions of the State Labor Code are being met.

C. 25 Professionals.

The Recipient agrees that only professionals with valid licenses in the State of California will be used to perform services under this Agreement where such services are called for. All technical reports required pursuant to this Agreement that involve planning, investigation, evaluation, or design, or other word requiring interpretation and proper appiication of engineering or geologic sciences shall be prepared by or under the direction of persons registered to practice in California. All technical reports must contain the statement of the qualifications of the responsible registered professional( s). Technical reports must bear the signature( s) and seal( s) of the registered professional( s) in a manner such that all work can be clearly attributed to the professional responsible for the work.

Any contractors, outside associates, or consultants required by the Recipient in connection with the services covered by this Agreement shall be limited to such individuals or firms as were specifically identified and agreed to during negotiations for this Agreement, if any, or as are specifically accepted in writing by the Grant Manager during the performance of this Agreement.

C. 26 Public Funding.

This Project is publicly funded. Any service provider or contractor with which the Recipient contracts must not have any role or relationship with the Recipient, that, in effect, substantially limits the RecipienYs ability to exercise its rights, including cancellation rights, under the contract, based on all the facts and circumstances.

C. 27 Recipient' s Responsibility for Work.

The Recipient shall be responsible for all work and for persons or entities engaged in work performed pursuant to this Agreement, including, but not limited to, contractors, subcontractors, suppliers, and providers of services. The Recipient shall be responsible for any and all disputes arising out of its contracts for work on the Project. The State Water Board will not mediate disputes between the Recipient and any other entity concerning responsibility for performance of work.

Packet Pg. 462 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
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EXHIBIT C— STANDARD TERMS AND CONDITIONS
C. 28 Records.

Without limitation of the requirement to maintain Project accounts in accordance with GAAP, the Recipient agrees to:
a) Establish an official file for the Project which shall adequately document all significant actions relative to the Project;
b) Establish separate accounts which will adequately and accurately depict all amounts received and expended on the Project, including all assistance funds received under this Agreement; c) Establish separate accounts which will adequately depict all income received which is attributable to the Project, specifically including any income attributable to assistance funds disbursed under this Agreement;
d) Establish an accounting system which will accurately depict final total costs of the Project, including both direct and indirect costs;
e) Establish such accounts and maintain such records as may be necessary for the State to fulfill federal reporting requirements, including any and all reporting requirements under federal tax statutes or regulations; and
f) If Force Account is used by the Recipient for the Project, accounts will be established which reasonably document all employee hours charged to the Project and the associated tasks performed by each employee.
g) Maintain separate books, records and other material relative to the Project. h) Retain such books, records, and other material for itself and for each contractor or subcontractor who performed work on this Project for a minimum of thirty-six ( 36) years after Work Completion.

The Recipient shall require that such books, records, and other material be subject at all reasonable times ( at a minimum during normal business hours) to inspection, copying, and audit by the State Water Board, the Bureau of State Audits, the Internal Revenue Service, the Governor, or any authorized representatives of the aforementioned, and shall allow interviews during normal business hours of any employees who might reasonably have information related to such records. The Recipient agrees to include a similar right regarding audit, interviews, and records retention in any subcontract related to the perFormance of this Agreement. The provisions of this section shall survive the term of this Agreement.

C. 29 Related Litigation.

A Recipient is prohibited from using funds from any disbursement under this Agreement to pay costs associated with any litigation the Recipient pursues. Regardless of whether the Project or any eventual construction project is the subject of litigation, the Recipient agrees to complete the Project funded by the Agreement or to repay all Project Funds plus interest to the State Water Board.

C. 30 Rights in Data.

The Recipient agrees that all data, plans, drawings, specifications, reports, computer programs, operating manuals, notes, and other written or graphic work produced in the performance of this Agreement are subject to the rights of the State as set forth in this section. The State shall have the right to reproduce, Packet Pg. 463 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT C— STANDARD TERMS AND CONDITIONS
publish, and use all such work, or any part thereof, in any manner and for any purposes whatsoever and to authorize others to do so. If any such work is copyrightable, the Recipient may copyright the same, except that, as to any work which is copyrighted by the Recipient, the State reserves a royalty- free, nonexclusive, and irrevocable license to reproduce, publish, and use such work, or any part thereof, and to authorize others to do so, and to receive electronic copies from the Recipient upon request.

C. 31 State Cross- Cutter Compliance.

Recipient represents and certifies that, to the extent applicable, it is in compliance with the following conditions precedent and agrees that it will continue to maintain compliance during the term of this Agreement:
a) State Water Board' s Drought Emergency Water Conservation regulations. Title 23, article 22. 5 of the California Code of Regulations. The Recipient will include a discussion of its implementation in Progress Reports submitted pursuant to this Agreement. b) California Environmental Quality Act( CEQA). Implementation and construction activities must comply with CEQA and potentially other environmental review requirements, including the National Environmental Policy Act( NEPA). Proceeding with work subject to CEQA and/or NEPA without environmental clearance by the State Water Board shall constitute a breach of a material provision of this Agreement. If Technical Assistance work implemented per this Agreement will include ground disturbing activities ( such as test wells, boreholes) implemented for the purposes of information collection, and proposed in an area( s) with potential for environmental impacts including riparian habitat, wetland, endangered species habitat or sensitive cultural resources areas), the Recipient shall notify the Grant Manager of the nature and scope of such work and receive approval to proceed prior to commencing ground disturbing activities. c) Water Code section 5103, subdivision ( e)( 2)( A). If Recipient is a water diverter, Recipient must maintain compliance by submitting monthly diversion reports to the Division of Water Rights of the State Water Resources Control Board.
d) abor Code sections 1725. 5 and 1771. 1. To bid for public works contracts, Recipient acknowledges that Recipient and RecipienYs subcontractors must register with the Department of Industrial Relations.
e) Water Code sections 526 and 527. If Recipient is an urban water supplier as defined by Water Code, it shall have complied and maintain compliance with sections 526 and 527 of the Water Code relating to installation of ineters and volumetric charging. f) Urban Water Management Planning Act( Water Code, § 10610 et seq.). If Recipient is an " urban water supplier" as defined by Water Code section 10617, the Recipient certifies that it has submitted an Urban Water Management Plan that has been deemed complete by the Department of Water Resources and is in compliance with that plan. This shall constitute a condition precedent to this Agreement.
g) Urban Water Demand Management Water Code section 10631. 5, subdivision ( a)( 1). If Recipient is an " urban water supplier" as defined by Water Code section 10617, Recipient certifies that it is implementing water demand management measures approved by the Department of Water Resources.

Packet Pg. 464 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT C— STANDARD TERMS AND CONDITIONS
h} Delta Plan Consistency Findings. Water Code section 85225 and California Code of Regulations, title 23, section 5002. If Recipient is a state or local public agency and the proposed action is covered by the Delta Plan, Recipient will submit a certification of project consistency with the Delta Plan to the Delta Stewardship Council prior to undertaking the implementation/ construction project associated with this Project.
i) Agricultural Water Management Plan Consistency. A Recipient that is an agricultural water supplier as defined by section 10608. 12 of the Water Code must comply with the Agricultural Water Management Planning Act. ( Wat. Code, § 10800 et seq.) j) Charter City Project abor Requirements. abor Code section 1782 and Public Contract Code section 2503:
1) Prevailing Wage
Where Recipient is a charter city or a joint powers authority that includes a charter city, Recipient certifies that no charter provision nor ordinance authorizes a construction project contractor not to comply with Labor Code' s prevailing wage rate requirements, nor, within the prior two years ( starting from January 1, 2015 or after) has the city awarded a public works contract without requiring the contractor to comply with such wage rate requirements according to Labor Code section 1782. 2) Labor Agreements
Where Recipient is a charter city or a joint powers authority that includes a charter city, Recipient certifies that no charter provision, initiative, or ordinance limits or constrains the city's authority or discretion to adopt, require, or utilize project labor agreements that include all the taxpayer protection antidiscrimination provisions of Public Contract Code section 2500 in construction projects, and that Recipient is accordingly eligible for state funding or financial assistance pursuant to Public Contract Code section 2503.

C. 32 State Water Board Action; Costs and Attorney Fees.

The Recipient agrees that any remedy provided in this Agreement is in addition to and not in derogation of any other legal or equitable remedy available to the State Water Board as a result of breach of this Agreement by the Recipient, whether such breach occurs before or after completion of the Project, and exercise of any remedy provided by this Agreement by the State Water Board shall not preclude the State Water Board from pursuing any legal remedy or right which would otherwise be available. In the event of litigation between the parties hereto arising from this Agreement, it is agreed that each party shall bear its own costs and attorney fees.

C. 33 Termination; Immediate Acceleration; Interest.
a) This Agreement may be terminated at any time prior to the End Date set forth on the cover and in Exhibit B, at the option of the State Water Board, upon violation by the Recipient of any material provision of this Agreement after such violation has been called to the attention of the Recipient and after failure of the Recipient to bring itself into compliance with the provisions of this Agreement within a reasonable time as established by the Division.

Packet Pg. 465 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT C— STANDARD TERMS AND CONDITIONS
b) In the event of such termination, the Recipient agrees, upon demand, to immediately repay to the State Water Board an amount equal to Project Funds disbursed hereunder, accrued interest, penalty assessments, and Additional Payments. In the event of termination, interest shall accrue on all amounts due at the highest legal rate of interest from the date that notice of termination is mailed to the Recipient to the date all monies due have been received by the State Water Board.

C. 34 Timeliness.

Time is of the essence in this Agreement.

C. 35 Unenforceable Provision.

In the event that any provision of this Agreement is unenforceable or held to be unenforceable, then the parties agree that all other provisions of this Agreement have force and effect and shall not be affected thereby.

C. 36 Venue.

The State Water Board and the Recipient hereby agree that any action arising out of this Agreement shall be filed and maintained in the Superior Court in and for the County of Sacramento, California.

C. 37 Waiver and Rights of the State Water Board.

Any waiver of rights by the State Water Board with respect to a default or other matter arising under the Agreement at any time shall not be considered a waiver of rights with respect to any other default or matter.

Any rights and remedies of the State Water Board provided for in this Agreement are in addition to any other rights and remedies provided by law.

Packet Pg. 466 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget University Enterprises, Inc.

CalStars Agreement No. D1612806
Fi$ Cal Aqreement No. SWRCBOOOOOOOOOOD161280600
Amendment No. 1

EXHIBIT D— SPECIAL CONDITIONS
Recipient acknowledges and agrees to the following special conditions:

None
Packet Pg. 467 Attachment: Previous Staff Report - October 7, 2025, item no. 4.11(f) - Award Cascade Racquet Club MWC Water Main (4.11(a)--Adopt Budget

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Authorize and approve the following actions relative to Bid Schedule No. 5675 (Job No.

WAADM23016), North Willis Area Water Main Improvements Project - Phase 1:
(1) Award to Cox & Cox Construction, Inc., in the amount of $4,788,644; (2) Approve an additional $670,000 to cover the cost of administration and inspection fees; (3) Approve $525,000 for project development costs;
(4) Approve $720,000 to provide construction contingency funding; (5) Authorize the City Manager, or designee, to approve additional increases in either the construction management or construction contingency amounts up to a total of $100,000; and
(6) Find that the Project is categorically exempt from review under the California Environmental Quality Act, pursuant to Section 15301 - Existing Facilities.

Fiscal Impact
The North Willis Area Water Main Improvements Project - Phase 1 (Project) is being funded by the Water Utility Division. The Water Utility has sufficient Fiscal Year 2025-26 budget for this project and its funding will not impact other activities or projects.

Cost Summary
Item Estimated
Project Development Costs $525,000
Construction Contract + Contingency $5,508,644
Contract Administration, Inspection, Testing $670,000
Additional City Manager Authority $100,000
Total Project Costs $6,803,644
Total Project Budget $7,500,000
MEETING DATE: April 7, 2026
ITEM NO. 4.11(b)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.11(b)--Award Bid Schedule No. 5675 (Job No. WAADM23016) North Willis Area Water Main Improvements Project - Phase 1
Michael Webb, Public Works
Director/Interim Asst. City
Manager
Packet Pg. 468
Report to Redding City Council March 31, 2026
Re: 4.11(b)--Award BS No. 5675 North Willis Area Water Main Improvement- Phase 1 Page 2 Project cost components are estimates and some shifting of the project development, construction management, and construction contingency funds may be necessary to balance the project within the approved budget.

Alternative Action
City Council may choose not to award the bid for the project and provide staff with alternate direction. Without this project, there is greater potential for increased maintenance costs, a decrease in reliability and an increased risk of water main breaks for City of Redding (City) customers.

Background/Analysis
The City's water system includes approximately 2.98 million feet (565 miles) of conveyance and distribution pipelines of various pipe materials and sizes ranging from 1-inch to 48-inch.

Assessments of the City’s water distribution system indicate that the older steel and cast-iron pipelines have had the highest rates of failure in recent years. To reduce pipeline failures and maintenance costs and to improve reliability to its customers, the Water Utility has focused on replacing older steel and cast-iron piping in areas where breaks have occurred. This project will replace approximately 12,000 feet of aging steel and cast-iron water mains that were installed in the 1950s. These mains have reached the end of their service life and have had several breaks in recent years that the Water Utility has repaired. This project will replace the old steel and castiron piping with new polyvinyl chloride (PVC) and ductile iron piping to reduce future maintenance costs and provide reliable service in the area for the foreseeable future. Water services, fire hydrants, and failing storm drains in the area will also be replaced as part of the project.

Attached is a tabulation of bids received and opened on March 19, 2026, for construction of the project. The low bid in the amount of $4,788,644 was received from Cox & Cox Construction, Inc., of Redding, California. The engineer's estimate was $6,314,540. Total project development costs for this project are estimated to be $525,000. Project development costs include engineering, surveying, right-of-way, environmental, and consultant services for the project.

Environmental Review
Staff has determined that the project is categorically exempt from environmental review under California Environmental Quality Act Guidelines, pursuant to Sections 15301 - Existing Facilities. The existing utilities will be replaced and improved, and the project will not result in expansion of use. The action area does not have significant values for wildlife habitat or other environmental resources and the project has no potential to have a significant effect on the environment.

Council Priority/City Manager Goals
• This agenda item is a routine operational item.

Attachments
Location Map
Bid Tabulation
Notice of Exemption
Packet Pg. 469

CITY OF REDDING

LOCATION MAP

NORTH WILLIS AREA WATER
MAIN IMPROVEMENT PROJECTPUBLIC WORKS PHASE 1

DEPARTMENT

PROJECT

LOCATION
Packet Pg. 470 Attachment: Location Map (4.11(b)--Award BS No. 5675 North Willis Area Water Main Improvement- Phase 1) BID TABULATION FOR:

North Willis Area Water Main Improvements Project Phase 1 Bid Schedule No.: 5675

ENGINEER'S EST
3/19/2026 UNIT UNIT UNIT

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL 1 Prepare Storm Water Pollution
Prevention Plan LS 1 $8,500.00 $8,500.00 $1,263.00 $1,263.00 $3,466.05 $3,466.05 2 Implement Storm Water Pollution
Prevention Plan LS 1 $35,000.00 $35,000.00 $25,263.00 $25,263.00 $11,117.53 $11,117.53 3 Traffic Control LS 1 $340,000.00 $340,000.00 $262,971.00 $262,971.00 $91,828.80 $91,828.80 4 Construction Area Sign EA 32 $500.00 $16,000.00 $237.00 $7,584.00 $208.12 $6,659.84 5 Project Funding Sign EA 1 $2,500.00 $2,500.00 $1,521.00 $1,521.00 $1,024.61 $1,024.61 6 Trench Sheeting & Shoring LS 1 $100,000.00 $100,000.00 $53,685.00 $53,685.00 $6,932.10 $6,932.10 7 Water (4" PVC) LF 407 $150.00 $61,050.00 $116.00 $47,212.00 $155.61 $63,333.27 8 Water (4" PVC, Slurry) LF 32 $200.00 $6,400.00 $358.00 $11,456.00 $262.89 $8,412.48 9 Water (6" PVC) LF 132 $250.00 $33,000.00 $203.00 $26,796.00 $208.07 $27,465.24 10 Water (6" PVC, Slurry) LF 16 $300.00 $4,800.00 $764.00 $12,224.00 $260.09 $4,161.44 11 Water (8" PVC) LF 5821 $190.00 $1,105,990.00 $143.00 $832,403.00 $191.97 $1,117,457.37 12 Water (8" PVC, Slurry) LF 2481 $230.00 $570,630.00 $172.00 $426,732.00 $257.27 $638,286.87 13 Water (8" DIP, Slurry) LF 130 $300.00 $39,000.00 $331.00 $43,030.00 $332.00 $43,160.00 14 Water (12" DIP) LF 1451 $320.00 $464,320.00 $303.00 $439,653.00 $291.21 $422,545.71 15 Water (12" DIP, Slurry) LF 32 $400.00 $12,800.00 $816.00 $26,112.00 $824.33 $26,378.56 16 Water (16" DIP, Slurry) LF 1314 $400.00 $525,600.00 $400.00 $525,600.00 $432.77 $568,659.78 17 Water ( 18" DIP, Slurry) LF 26 $500.00 $13,000.00 $2,942.00 $76,492.00 $3,391.80 $88,186.80 18 Valve (4" Gate) EA 2 $3,000.00 $6,000.00 $2,463.00 $4,926.00 $2,159.55 $4,319.10 19 Valve (6" Gate) EA 6 $3,500.00 $21,000.00 $2,912.00 $17,472.00 $3,381.90 $20,291.40 20 Valve (8" Gate) EA 30 $4,000.00 $120,000.00 $3,924.00 $117,720.00 $4,835.69 $145,070.70 21 Valve (12" Butterfly) EA 7 $6,500.00 $45,500.00 $6,440.00 $45,080.00 $8,063.01 $56,441.07 22 Valve (16" Butterfly) EA 4 $12,000.00 $48,000.00 $10,364.00 $41,456.00 $12,504.96 $50,019.84 23 Valve (18" Butterfly) EA 1 $13,500.00 $13,500.00 $13,737.00 $13,737.00 $17,701.38 $17,701.38 24 Fire Hydrant Assembly EA 24 $16,000.00 $384,000.00 $14,744.00 $353,856.00 $12,849.82 $308,395.68 25 Valve (2" Blow Off) EA 1 $4,000.00 $4,000.00 $4,267.00 $4,267.00 $7,773.15 $7,773.15 26 Valve (4" Blow Off) EA 1 $10,000.00 $10,000.00 $10,935.00 $10,935.00 $14,805.13 $14,805.13 27 Valve (Combination Air) EA 1 $7,000.00 $7,000.00 $16,233.00 $16,233.00 $10,490.82 $10,490.82 28 Water Service (1") EA 245 $6,000.00 $1,470,000.00 $3,135.00 $768,075.00 $4,277.33 $1,047,945.85 29 Water Service (1-1/2") EA 1 $7,000.00 $7,000.00 $9,983.00 $9,983.00 $12,027.82 $12,027.82 30 Water Service (2") EA 6 $10,000.00 $60,000.00 $6,570.00 $39,420.00 $9,952.27 $59,713.62 31 Water Service (6") at Shasta
County Jail LS 1 $40,000.00 $40,000.00 $36,622.00 $36,622.00 $46,562.85 $46,562.85 Cox & Cox Construction, Inc. Site Work Solutions
Shaded areas indicate corrections made in accordance with the Special Provisions.

Packet Pg. 471 Attachment: Bid Tabulation (4.11(b)--Award BS No. 5675 North Willis Area Water Main Improvement- BID TABULATION FOR:

North Willis Area Water Main Improvements Project Phase 1 Bid Schedule No.: 5675

ENGINEER'S EST
3/19/2026 UNIT UNIT UNIT

ITEM DESCRIPTION UNIT QTY PRICE TOTAL PRICE TOTAL PRICE TOTAL Cox & Cox Construction, Inc. Site Work Solutions
32 Water Services at 1229-1239
Magnolia Ave LS 1 $40,000.00 $40,000.00 $30,814.00 $30,814.00 $38,942.06 $38,942.06 33 Bacteriological Sample Station EA 1 $10,000.00 $10,000.00 $14,539.00 $14,539.00 $9,159.40 $9,159.40 34 Abandon Valve EA 36 $1,000.00 $36,000.00 $579.00 $20,844.00 $492.20 $17,719.20 35 Remove Valve EA 12 $1,300.00 $15,600.00 $890.00 $10,680.00 $742.00 $8,904.00 36 Catch Basin No. 3 EA 2 $10,000.00 $20,000.00 $10,414.00 $20,828.00 $11,394.48 $22,788.96 37 Modified Catch Basin No. 3 EA 4 $14,000.00 $56,000.00 $9,220.00 $36,880.00 $10,606.80 $42,427.20 38 Catch Basin No. 4 EA 1 $11,000.00 $11,000.00 $14,141.00 $14,141.00 $13,823.41 $13,823.41 39 Manhole (Storm Drain Type 1- 5
Ft) EA 4 $12,000.00 $48,000.00 $13,052.00 $52,208.00 $10,854.99 $43,419.96 40 Storm Drain (18" CIPP) LF 497 $400.00 $198,800.00 $194.00 $96,418.00 $268.64 $133,514.08 41 Storm Drain (18" CIPP, Slurry) LF 591 $450.00 $265,950.00 $261.00 $154,251.00 $380.43 $224,834.13 42 Storm Drain (20"x16" CMP Arch) LF 41 $600.00 $24,600.00 $687.00 $28,167.00 $612.29 $25,103.89 43 Remove Catch Basin EA 2 $3,000.00 $6,000.00 $2,319.00 $4,638.00 $4,040.76 $8,081.52 44 Remove Area Drain EA 1 $8,000.00 $8,000.00 $4,457.00 $4,457.00 $3,954.38 $3,954.38 TOTAL - CONTRACT ITEMS $6,314,540.00 $4,788,644.00 $5,523,307.05 Shaded areas indicate corrections made in accordance with the Special Provisions.

Packet Pg. 472 Attachment: Bid Tabulation (4.11(b)--Award BS No. 5675 North Willis Area Water Main Improvement- BID TABULATION FOR:

North Willis Area Water Main Improvements Project Phase 1 Bid Schedule No.: 5675
3/19/2026

ITEM DESCRIPTION UNIT QTY
1 Prepare Storm Water Pollution
Prevention Plan LS 1
2 Implement Storm Water Pollution
Prevention Plan LS 1
3 Traffic Control LS 1
4 Construction Area Sign EA 32
5 Project Funding Sign EA 1
6 Trench Sheeting & Shoring LS 1
7 Water (4" PVC) LF 407
8 Water (4" PVC, Slurry) LF 32
9 Water (6" PVC) LF 132
10 Water (6" PVC, Slurry) LF 16
11 Water (8" PVC) LF 5821
12 Water (8" PVC, Slurry) LF 2481
13 Water (8" DIP, Slurry) LF 130
14 Water (12" DIP) LF 1451
15 Water (12" DIP, Slurry) LF 32
16 Water (16" DIP, Slurry) LF 1314
17 Water ( 18" DIP, Slurry) LF 26
18 Valve (4" Gate) EA 2
19 Valve (6" Gate) EA 6
20 Valve (8" Gate) EA 30
21 Valve (12" Butterfly) EA 7
22 Valve (16" Butterfly) EA 4
23 Valve (18" Butterfly) EA 1
24 Fire Hydrant Assembly EA 24
25 Valve (2" Blow Off) EA 1
26 Valve (4" Blow Off) EA 1
27 Valve (Combination Air) EA 1
28 Water Service (1") EA 245
29 Water Service (1-1/2") EA 1
30 Water Service (2") EA 6
31 Water Service (6") at Shasta
County Jail LS 1

AVERAGE

UNIT UNIT UNIT UNIT

PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE
$24,961.56 $24,961.56 $2,000.00 $2,000.00 $7,605.00 $7,605.00 $7,859.12 $27,252.44 $27,252.44 $5,000.00 $5,000.00 $42,727.00 $42,727.00 $22,271.99 $289,630.10 $289,630.10 $122,000.00 $122,000.00 $363,477.00 $363,477.00 $225,981.38 $178.75 $5,720.00 $200.00 $6,400.00 $693.00 $22,176.00 $303.37 $880.00 $880.00 $2,500.00 $2,500.00 $2,772.00 $2,772.00 $1,739.52 $74,234.07 $74,234.07 $5,000.00 $5,000.00 $131,686.00 $131,686.00 $54,307.43 $124.80 $50,793.60 $160.00 $65,120.00 $185.00 $75,295.00 $148.28 $461.19 $14,758.08 $600.00 $19,200.00 $490.00 $15,680.00 $434.42 $582.28 $76,860.96 $265.00 $34,980.00 $474.00 $62,568.00 $346.47 $1,533.88 $24,542.08 $565.00 $9,040.00 $855.00 $13,680.00 $795.59 $132.84 $773,261.64 $178.00 $1,036,138.00 $196.00 $1,140,916.00 $168.36 $171.04 $424,350.24 $250.00 $620,250.00 $214.00 $530,934.00 $212.86 $437.93 $56,930.90 $345.00 $44,850.00 $567.00 $73,710.00 $402.59 $210.31 $305,159.81 $228.00 $330,828.00 $282.00 $409,182.00 $262.90 $1,006.69 $32,214.08 $600.00 $19,200.00 $1,475.00 $47,200.00 $944.40 $342.15 $449,585.10 $354.00 $465,156.00 $460.00 $604,440.00 $397.78 $1,588.94 $41,312.44 $2,350.00 $61,100.00 $3,043.00 $79,118.00 $2,663.15 $2,057.70 $4,115.40 $3,775.00 $7,550.00 $2,388.00 $4,776.00 $2,568.65 $2,719.12 $16,314.72 $4,000.00 $24,000.00 $3,210.00 $19,260.00 $3,244.60 $3,560.24 $106,807.20 $4,250.00 $127,500.00 $3,529.00 $105,870.00 $4,019.79 $5,709.21 $39,964.47 $8,000.00 $56,000.00 $6,388.00 $44,716.00 $6,920.04 $8,702.28 $34,809.12 $12,000.00 $48,000.00 $10,647.00 $42,588.00 $10,843.65 $11,654.72 $11,654.72 $15,500.00 $15,500.00 $13,392.00 $13,392.00 $14,397.02 $16,785.41 $402,849.84 $10,500.00 $252,000.00 $16,785.00 $402,840.00 $14,332.85 $4,941.75 $4,941.75 $8,000.00 $8,000.00 $8,910.00 $8,910.00 $6,778.38 $13,368.44 $13,368.44 $15,000.00 $15,000.00 $17,511.00 $17,511.00 $14,323.91 $11,993.37 $11,993.37 $15,000.00 $15,000.00 $16,795.00 $16,795.00 $14,102.44 $6,384.46 $1,564,192.70 $6,000.00 $1,470,000.00 $4,952.00 $1,213,240.00 $4,949.76 $10,969.42 $10,969.42 $12,000.00 $12,000.00 $14,076.00 $14,076.00 $11,811.25 $10,337.15 $62,022.90 $9,000.00 $54,000.00 $10,310.00 $61,860.00 $9,233.88 $40,084.52 $40,084.52 $35,000.00 $35,000.00 $30,269.00 $30,269.00 $37,707.67 Eddie Axner Construction,
Inc. SnL Group, Inc Allen Gill Construction, Inc
Shaded areas indicate corrections made in accordance with the Special Provisions.

Packet Pg. 473 Attachment: Bid Tabulation (4.11(b)--Award BS No. 5675 North Willis Area Water Main Improvement- BID TABULATION FOR:

North Willis Area Water Main Improvements Project Phase 1 Bid Schedule No.: 5675
3/19/2026

ITEM DESCRIPTION UNIT QTY
32 Water Services at 1229-1239
Magnolia Ave LS 1
33 Bacteriological Sample Station EA 1
34 Abandon Valve EA 36
35 Remove Valve EA 12
36 Catch Basin No. 3 EA 2
37 Modified Catch Basin No. 3 EA 4
38 Catch Basin No. 4 EA 1
39 Manhole (Storm Drain Type 1- 5
Ft) EA 4
40 Storm Drain (18" CIPP) LF 497
41 Storm Drain (18" CIPP, Slurry) LF 591
42 Storm Drain (20"x16" CMP Arch) LF 41
43 Remove Catch Basin EA 2
44 Remove Area Drain EA 1

TOTAL - CONTRACT ITEMS

AVERAGE

UNIT UNIT UNIT UNIT

PRICE TOTAL PRICE TOTAL PRICE TOTAL PRICE
Eddie Axner Construction,
Inc. SnL Group, Inc Allen Gill Construction, Inc
$50,672.57 $50,672.57 $70,000.00 $70,000.00 $37,883.00 $37,883.00 $45,662.33 $10,219.80 $10,219.80 $20,000.00 $20,000.00 $14,018.00 $14,018.00 $13,587.24 $554.68 $19,968.48 $1,500.00 $54,000.00 $1,142.00 $41,112.00 $853.58 $1,652.09 $19,825.08 $3,500.00 $42,000.00 $662.00 $7,944.00 $1,489.22 $14,846.22 $29,692.44 $11,500.00 $23,000.00 $18,324.00 $36,648.00 $13,295.74 $27,785.55 $111,142.20 $8,200.00 $32,800.00 $30,031.00 $120,124.00 $17,168.67 $11,424.50 $11,424.50 $10,000.00 $10,000.00 $22,760.00 $22,760.00 $14,429.78 $14,317.56 $57,270.24 $16,000.00 $64,000.00 $15,560.00 $62,240.00 $13,956.91 $214.30 $106,507.10 $375.00 $186,375.00 $312.00 $155,064.00 $272.79 $191.10 $112,940.10 $386.00 $228,126.00 $363.00 $214,533.00 $316.31 $842.02 $34,522.82 $340.00 $13,940.00 $583.00 $23,903.00 $612.86 $5,852.99 $11,705.98 $4,250.00 $8,500.00 $5,744.00 $11,488.00 $4,441.35 $15,278.02 $15,278.02 $7,250.00 $7,250.00 $1,948.00 $1,948.00 $6,577.48 Average Bid
$5,587,705.00 $5,748,303.00 $6,368,934.00 $5,603,378.61 Shaded areas indicate corrections made in accordance with the Special Provisions.

Packet Pg. 474 Attachment: Bid Tabulation (4.11(b)--Award BS No. 5675 North Willis Area Water Main Improvement-

NOTICE OF EXEMPTION
To: l:&l Office of Planning and Research FROM: City of Redding 1400 Tenth Street, Room 121
Sacramento, CA 95814
Public Works Department
777 Cypress A venue
Redding, CA 96001
l:&l Shasta County Clerk
County of Shasta
P.O. Box 990880, 1643 Market Street
Redding, CA 96099-0880
Project Title: North Willis Area Water Main Improvement Project Project Location - Specific: Magnolia Ave., Willis St., West St., Butte St., Chestnut St., Orange Ave., Rose Ave.

Project Location - City: Redding Project Location - County: =S=h=as�t=a __________ _ Description of Project: The City of Redding will conduct a water main improvement project on various streets in the north Willis Street area. The project includes replacement of nearly 12,000 linear feet of water mains with new mains ranging from 4-inch to 18-inch diameter piping, and replacement of associated water services and fire hydrants. The project will also include replacement of approximately 1,100 feet of storm drain piping, storm drain manholes, and catch basins. Work will involve excavation, trenching, and paving. Trenches will be covered at the end of each work day.

Name of Public Agency Approving Project: �Ci�tyCJ..-...Cof� �R=e=-..cdd==i=n=g _____________________ _ Name of Person or Agency Carrying Out Project: Kurt Maire, Project Engineer Exempt Status: (check one)
D Ministerial [Section 21080(b )( 1 ); 15268]
□ Declared Emergency [Section 21080(b)(3); 15269(a)]
D Emergency Project [Section 21080(b)(4); 15269(b)]
D Statutory Exemptions. State code number:

D Common Sense Exemption (This project does not fall within an exempt class, but it can be seen with certainty that there is no possibility that the activity may have a significant effect on the environment (14 CCR 15061 [b][3]). l:&l Categorical Exemption. State type and section number: Section 15301. Existing Facilities l:&l No exceptions apply that would bar the use of a categorical exemption (PRD 21084 and 14 CCR 15300.2).

Reasons why project is exempt: Class 1 exemptions include the minor alteration of existing public and private facilities, equipment, and topographical features involving negligible or no expansion of use. The existing water mains and storm drain systems will be replaced and improved, and the project will not result in expansion of use. The action area does not have significant values for wildlife habitat or other environmental resources and the project has no potential to have a significant effect on the environment.

Lead Agency Contact Person: Amber Kelley Telephone: 530.225 .4046 If Filed by Applicant:

1. Attach certified document of exemption finding.

2. Has a notice of exemption been filed by the public agency approving, the project? □ Yes □ No l:&l Signed by Lead Agency
D Signed by Applicant
Date received for filing at OPR: _____ _
CEO\ NOE rev. 6'2022
Packet Pg. 475 Attachment: Notice of Exemption (4.11(b)--Award BS No. 5675 North Willis Area Water Main Improvement- Phase 1)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Accept Bid Schedule No. 5400 (Job No. 8687), Trinity Street Bikeway Project, awarded to S.T.

Rhoades, Inc., as satisfactorily complete, with a final cost of $2,428,162.67.

Fiscal Impact
Affordable Housing and Sustainable Communities Grant (AHSC) funding in the amount of $2,709,220 was approved for this project for Fiscal Year 2023-24. The total project cost, including surveying, design, bidding, construction, field engineering, inspection, and contract administration, is $2,428,162.67.

Alternative Action
The City Council (Council) may choose to not accept the project as satisfactorily complete and advise staff on how to proceed.

Background/Analysis
S.T. Rhoades, Inc. has completed all items of work on the Trinity Street Bikeway Project as of September 19, 2024, which was within the contract time frame. The project warranty period expires one year from the completion date of September 19, 2024, and the Public Works Department subsequently filed a notice of completion with the County.

At its meeting on October 2, 2023, the Council awarded a construction contract to S.T. Rhoades, Inc. of Redding, for $1,615,736.40 and approved a $205,000 construction contingency fund.

Also authorized was $183,500 for contract administration and construction inspection fees and $310,000 for project development costs, and the City Manager was authorized to approve additional increases in either the construction management or construction contingency amounts up to a total of $50,000, for a total authorized amount of $2,364,236.40. Project development MEETING DATE: April 7, 2026
ITEM NO. 4.11(c)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.11(c)--Project Acceptance, Bid Negotiation No. 5400, Trinity Street Bikeway Project
Michael Webb, Public Works
Director/Interim Asst. City
Manager
Packet Pg. 476
Report to Redding City Council April 1, 2026
Re: 4.11(c)--Project Acceptance, Bid Negotiation No.5400, Trinity St. Bikeway Project Page 2 costs include engineering, environmental, and consultant services. At its meeting on April 16, 2024, Council approved an increase to the projects contingency budget in the amount of $344,983.60 to fund change orders as a result of adjusting the pavement strategy on the project for a new total authorized amount of $2,709,220. During construction, there were twelve change orders in the amount of $346,801.74, leaving a balance of $203,181.86 in the contingency fund.

The final project cost was $2,428,162.67.

Cost Summary
Awarded Amounts Actual Cost
Project Development Costs $310,000 $310,000
Construction Contract +
Contingency $2,165,720
Construction Contract +
Contract Change Orders $1,962,538.14
Contract Administration &
Inspection $183,500 $155,624.53
Additional City Manager
Authority $50,000 $0
Total $2,709,220 $2,428,162.67
The project involved an east-west bicycle and pedestrian connection through downtown Redding. This project connected the existing cycle track on Center Street to Sundial Bridge Drive. This project included the construction of a two-way cycle track along Trinity, Continental, and Butte Streets, ADA curb ramps and signage. The project also relocates the traffic signal at the northwest corner of Market and Trinity Streets and updated the signal at this location to accommodate bicycle traffic. New streetlights were installed along the new cycle track route.

Environmental Review
This action, project acceptance, is not a project as defined by the California Environmental Quality Act. On October 2, 2023, the Council determined that the project is Categorically Exempt from review under the California Environmental Quality Act Guidelines, per Section 15301 – Existing Facilities and Section 15302 – Replacement or Reconstruction. No further action is required.

Council Priority/City Manager Goals
This agenda item is a routine operational item.

Attachments
Trinity Street Bikeway Location Map
Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase Previous Staff Report - October 2, 2023, item no. 4.11(c)- Award of Trinity Street Bikeway Project
Packet Pg. 477
Packet Pg. 478
Attachment: Trinity Street Bikeway Location Map (4.11(c)--Project Acceptance, Bid Negotiation No.5400, Trinity St. Bikeway Project)

CITY OF REDDING

REPORT TO THE CITY COUNCIL
Recommendation
Approve an increase to Bid Negotiation No. 5400, Trinity Street Bikeway Project’s contingency budget in the amount of $344,983.60.

Fiscal Impact
The Trinity Street Bikeway Project (Project) is being funded by the Affordable Housing and Sustainable Communities (AHSC) Grant associated with the Downtown Block 7 Project. The contingency cost increase of $344,983.60 will come from already budgeted AHSC grant funds.

The total project cost, including the proposed contingency increase, is expected to be $2,659,220 which is under the $2,709,220 total project budget.

Alternative Action
The City Council (Council) may choose to reject the request and provide alternative direction to staff.

Background/Analysis
On October 2, 2023, the Council awarded the construction contract for the Project to S.T.

Rhoades Inc. The project consists of a two-way cycle track along Trinity, Continental, and Butte Streets, ADA curb ramps and signage. The project will relocate the traffic signal at the northwest corner of Market and Trinity Streets and will update the signal at this location to accommodate bicycle traffic. New street lights will be installed along the new cycle track route.

The original plans had new asphalt paving for the cycle track along Trinity Street and a microsurface treatment on all the existing asphalt concrete streets to facilitate a revised striping plan to incorporate the new cycle track. With the soon to be added cycle track and on-street parking, the travel lanes are shifting out of previously rehabilitated portions of the roadway and into failing roadway sections. However, as a result of bid results coming in lower than MEETING DATE: April 16, 2024
ITEM NO. 4.11(a)
FROM:
***APPROVED BY***
[email protected] [email protected]
SUBJECT: 4.11(a)--Approve Contingency Increase for Bid Negotiation No. 5400, Trinity Street Bikeway Project
Michael Webb, Public Works
Director

APPROVED
Packet Pg. 479 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Report to Redding City Council April 10, 2024
Re: 4.11(a)--Approve Contingency Increase for Trinity Street Bikeway Project Bid Negotiation No. 5400 Page 2
anticipated, the remaining AHSC funds originally intended for use on this project are available and provide an opportunity to adjust the pavement strategy within the project limits. Given the condition of the existing pavement, the additional funds allow for altering the pavement improvement from a microsurfacing application – pavement preservation type of improvement - to a complete removal and replacement of the existing asphalt concrete pavement along sections of Trinity, Continental and Butte Streets within the project limits.

The adjusted pavement strategy will cause the project budget, specifically the contingency, to exceed the awarded amounts. An additional $344,983.60 in contingency funds is being requested to cover the revised pavement work.

COST SUMMARY
Item Awarded Amount Projected Amount Increase
Project Development Costs $310,000 $310,000 $0
Construction Contract $1,615,736.40 $1,615,736.40 $0
Construction Contingency $205,000 $549,983.60 $344,983.60 Contract Administration,
Inspection, Testing
$183,500 $183,500 $0
Additional City Manager
Authority
$50,000 $0 $0
Total Project Costs $2,364,236.40 $2,659,220 $344,983.60 Environmental Review
Staff has determined that the project qualifies as categorically exempt from environmental review under California Environmental Quality Act Guidelines Section 15301 — Existing Facilities and Section 15302 - Replacement or Reconstruction.

Council Priority/City Manager Goals
• This agenda item is a routine operational item.

Attachments
Previous Staff Report 10-02-23

APPROVED
Packet Pg. 480 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation GI " Y F

CITY OF REDDING

REPORT TO THE CITY COUNCIL
MEETING DATE: October 2, 2023 FROM: Chuck Aukland, Public ITEM NO. 4. 11( c) Works Director
APPROVED BY***
n ..._
s. N,.
ukl n l, H' ciblic Wc aks L' reGt ' 9(? 1/ 2423 ry ip} in, C"i ana 9,i2/ 7423 [email protected]. ca.us btippin@cityofredding. org
SUBJECT: 4. 11( c)-- Award BN No. 5400 Trinity Street Bikeway Project Recommendation
Authorize the following actions relative to Bid Negotiation No. 5400, Trinity Street Bikeway Proj ect:
1) Award to S. T. Rhoades Inc., in the amount of$ 1, 615, 736. 40; 2) Approve an additional $ 183, 500 to cover the cost of administration and inspection fees; 3) Approve $ 310, 000 for project development costs;
4) Approve $ 205, 000 to provide construction contingency funding; 5) Authorize the City Manager to approve additional increases in either the construction management or construction contingency amounts up to a total of$ 50, 000; 6) Approve the project design plans, specifications and special provisions; and 7) Find that the Project is categorically exempt from the California Environmental Quality Act per Section 15301 — Existing Facilities and Section 15302 — Replacement or Reconstruction.

Fiscal Impact
The Trinity Street Bikeway Project ( Project) is being funded by the Affordable Housing and Sustainable Communities ( AHSC) Grant associated with the Downtown Block 7 Project.

Cost Summa
Item Estimated
Pro' ect Develo ment Costs 310,000
Construction Contract+ Contin enc 1, 820, 736. 40
Contract Administration, Ins ection, Testin 183, 500
Additional Cit Mana er Authorit 50,000
Total Pro' ect Costs 2, 364, 236. 40
Pro' ect Bud et 2, 709, 220

APPROVED
Packet Pg. 481 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Report to Redding City Council September25, 2023
Re: 4.11( c)-- Award BN No. 5400 Trinity Street Bikeway Project Page 2 Project cost components are estimates and some shifting of the project development, construction management, and construction contingency funds may be necessary to balance the project within the approved budget.

Alternative Action
The City Council ( Council) may choose not to award the bid for the project and provide staff with alternate direction. If the project is not awarded, there will be a gap within the existing bicycle network between Center Street and Turtle Bay. In addition, AHSC grant funds will not be used and may need to be returned to the state.

Background/Analysis
Attached is a tabulation of bids received and opened on September 12, 2023, for the project. The low bid in the amount of$ 1, 615, 736. 40 was received froin S. T. Rhoades Construction, Inc., of Redding, California. The engineer' s estimate was $ 1, 593, 538. 00. Total project development costs for this project are estimated to be $ 310,000. Project development costs include engineering, surveying, right- of-way, environmental, consultant services, and permit fees.

The purpose of this project is to provide an east- west bicycle and pedestrian connection through downtown Redding. This project will connect the existing cycle track on Center Street to Sundial Bridge Drive. This project includes the construction of a two- way cycle track along Trinity, Continental, and Butte Streets, ADA curb ramps and signage. The project will relocate the traffic signal at the northwest corner of Market and Trinity Streets and will update the signal at this location to accommodate bicycle traffic. New street lights will be installed along the new cycle track route.

Environmental Review
Staff has determined that the project qualifies as categorically exempt from environmental review under California Environmental Quality Act Guidelines Section 15301 — Existing Facilities and Section 15302 - Replacement or Reconstruction. Class 1 exemptions include the operation, repair and alteration of existing structures and facilities including the installation of bicycle lanes. C1ass 2 exemptions consist of replacement or reconstruction where the new structure will be located on the same site and will have substantially the same purpose and capacity. The project wi11 add bicycle facilities within the existing right of way. The facility will have the same purpose and capacity and will result in negligible expansion of use, as new vehicle lanes are not proposed. The project has been reviewed for sensitive resources such as threatened or endangered species or their habitats, sensitive vegetation communities, tribal lands, or tribal cultural resources. The project has no potential to have a significant effect on the environment.

Council Priority/ City Manager Goals
This agenda item is a routine operational item.

Attachments
Location Map
Bid Tabulation
Notice of Exemption
Plans
Specifications and Special Provisions
Addendum 1

APPROVED
Packet Pg. 482 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

PROJECT

LOCATION
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t ,: < , Q DEPARTMENT
c LOCATION MAP

APPROVED
Packet Pg. 483 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation BID TABULATION FOR:

Trinity Street Bikeway Project
Bid Schedule No.: 5400
ENGINEER' S EST S. T. Rhoades Construction Inc. Cal Electro Inc. 9/ 12/ 2023 U N IT U N IT U N IT

ITEM DESCRIPTION UNIT QTY PRICE TOTA PRICE TOTA PRICE TOTA 1 Prepare Water Pollution Control LS 1 $ 10, 000. 00 $ 10, 000. 00 900. 00 900. 00 $ 2, 000. 00 2, 000. 00 2 Water Polution Control LS 1 $ 35, 000. 00 $ 35, 000. 00 5, 000. 00 5, 000. 00 $ 7, 500. 00 7, 500. 00 3 Traffic Control LS 1 $ 100, 000. 00 $ 100, 000. 00 $ 300, 000. 00 $ 300, 000. 00 $ 95, 000. 00 $ 95, 000. 00 4 Project Funding Sign LS 1 3, 000. 00 3, 000. 00 1, 995. 00 1, 995. 00 $ 1, 500. 00 1, 500. 00 5 Construction Area Signs EA 42 650. 00 $ 27, 300. 00 262. 00 $ 11, 004. 00 500. 00 $ 21, 000. 00 6 ( F) Excavation ( Unclassified) CY 185 100. 00 $ 18, 500. 00 100. 00 $ 18, 500. 00 220. 00 $ 40, 700. 00 7 Cold Mill AC SY 2105 12. 00 $ 25, 260. 00 7. 00 $ 14, 735. 00 20. 00 $ 42, 100. 00 8 Microsurface ( Type II) SY 33295 5. 00 $ 166, 475. 00 3. 65 $ 121, 526. 75 5. 00 $ 166, 475. 00 9 Asphalt Concrete TON 355 250. 00 $ 88, 750. 00 225. 00 $ 79, 875. 00 400. 00 $ 142, 000. 00 10 Aggregate Base CY 155 100. 00 $ 15, 500. 00 165. 00 $ 25, 575. 00 350. 00 $ 54, 250. 00 11 Cross Gutter SF 520 75. 00 $ 39, 000. 00 80. 00 $ 41, 600. 00 45. 00 $ 23, 400. 00 12 Curb and Gutter LF 135 150. 00 $ 20, 250. 00 140. 00 $ 18, 900. 00 80. 00 $ 10, 800. 00 13 Concrete Curb Ramp SF 665 50. 00 $ 33, 250. 00 60. 00 $ 39, 900. 00 38. 00 $ 25, 270. 00 14 Sidewalk ( 4" PCC) SF 655 25. 00 $ 16, 375. 00 35. 00 $ 22, 925. 00 30. 00 $ 19,6 tJ. C ' 15 Replace Manhole Frame and Cover( SD) EA 5 200. 00 1, 000. 00 1, 750. 00 8, 750. 00 $ 2, 000. 00 $ 10, 000. 00 16 Replace Manhole Frame and Cover( SS) EA 5 200. 00 1, 000. 00 1, 750. 00 8, 750. 00 $ 2, 000. 00 $ 10, 000. 00 17 Remove Pavement Marking SF 2215 5. 00 $ 11, 075. 00 8. 00 $ 17, 720. 00 9. 40 $ 20, 821. 00 18 Remove Traffic Stripe ( Thermoplastic) LF 17252 1. 00 $ 17, 252. 00 1. 20 $ 20, 702. 40 1. 70 $ 29, 328. 40 19 Pavement Marking ( Thermoplastic) SF 7100 9. 00 $ 63, 900. 00 13. 00 $ 92, 300. 00 15. 00 $ 106, 500. 00 20 Pavement Marking ( Green Bike) SF 5000 17. 00 $ 85, 000. 00 29. 00 $ 145, 000. 00 34. 00 $ 170, 000. 00 21 Traffic Stripe ( 4" Thermoplastic) LF 305 2. 00 610. 00 10. 00 3, 050. 00 12. 00 3, 660. 00 22 Traffic Stripe ( 6" Thermoplastic) LF 28800 2. 00 $ 57, 600. 00 1. 85 $ 53, 280. 00 2. 20 $ 63, 360. 00 23 Traffic Stripe ( 8" Thermoplastic) LF 815 3. 00 2, 445. 00 3. 55 2, 893. 25 3. 75 3, 056. 25 24 Pavement Marker EA 1043 7. 00 7, 301. 00 10. 00 $ 10, 430. 00 11. 00 $ 11, 473. 00 25 Install Sign EA 12 600. 00 7, 200. 00 600. 00 7, 200. 00 650. 00 7, 800. 00 26 Remove Sign EA 15 225. 00 3, 375. 00 85. 00 1, 275. 00 200. 00 3, 000. 00 27 Marker Post EA 280 150. 00 $ 42, 000. 00 285. 00 $ 79, 800. 00 45. 00 $ 12, 600. 00 28 Traffic Signal Modifications LS 1 $ 400, 000. 00 $ 400, 000. 00 $ 165, 000. 00 $ 165, 000. 00 $ 400, 000. 00 $ 400, 000. 00 29 Street Light( Standard & LED Luminaire) EA 12 $ 8, 000. 00 $ 96, 000. 00 7, 500. 00 $ 90, 000. 00 $ 10, 000. 00 $ 120, 000. 00 30 Pullbox ( 2E) EA 10 $ 1, 500. 00 $ 15, 000. 00 1, 100. 00 $ 11, 000. 00 $ 1, 200. 00 $ 12, 000. 00 31 Pullbox ( 3E) EA 3 2, 000. 00 6, 000. 00 2, 000. 00 6, 000. 00 $ 1, 500. 00 4, 500. 00 32 Conduit( 2" PVC) LF 2282 50. 00 $ 114, 100. 00 65. 00 $ 148, 330. 00 80. 00 $ 182, 560. 00 33 Conduit( 4" PVC) LF 327 100. 00 $ 32, 700. 00 80. 00 $ 26, 160. 00 120. 00 $ 39, 240. 00 34 Conductor(# 6) LF 2610 12. 00 $ 31, 320. 00 6. 00 $ 15, 660. 00 3. 00 7, 830. 00 TOTAL - CONTRACT ITEMS 1, 593, 538. 00 1, 615, 736. 40 1,$ 69, 373. 65 Shaded areas indicate corrections made in accordance with the special provisions.

APPROVED
Packet Pg. 484 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)-- BID TABULATION FOR:

Trinity Street Bikeway Project
Bid Schedule No.: 5400
SnL Grou Inc. Avera e
9/ 12/ 2023 U N IT U N IT

ITEM DESCRIPTION UNIT QTY PRICE TOTA PRICE
1 Prepare Water Pollution Control LS 1 3, 000. 00 3, 000. 00 1, 966. 67 2 Water Polution Control LS 1 27, 250. 00 27, 250. 00 13, 250. 00 3 Traffic Control LS 1 $ 103, 000. 00 $ 103, 000. 00 $ 166, 000. 00 4 Project Funding Sign LS 1 2, 800. 00 2, 800. 00 2, 098. 33 5 Construction Area Signs EA 42 325. 00 13, 650. 00 362. 33 6 ( F) Excavation ( Unclassified) CY 185 255. 00 47, 175. 00 191. 67 7 Cold Mill AC SY 2105 12. 00 25, 260. 00 13. 00
8 Microsurface ( Type II) SY 33295 7. 00 $ 233, 065. 00 5. 22 9 Asphalt Concrete TON 355 318.00 $ 112, 890.00 314. 33 10 Aggregate Base CY 155 489. 00 75, 795. 00 334. 67
11 Cross Gutter SF 520 73. 00 37, 960. 00 66. 00
12 Curb and Gutter LF 135 205. 00 27, 675. 00 141. 67
13 Concrete Curb Ramp SF 665 35. 00 23, 275. 00 44. 33
14 Sidewalk ( 4" PCC) SF 655 28. 00 18, 340. 00 31. 00
15 Replace Manhole Frame and Cover( SD) EA 5 2, 000. 00 10, 000. 00 1, 916. 67 16 Replace Manhole Frame and Cover( SS) EA 5 2, 000. 00 10, 000. 00 1, 916. 67 17 Remove Pavement Marking SF 2215 10. 90 24, 143. 50 9. 43 18 Remove Traffic Stripe ( Thermoplastic) LF 17252 1. 80 31, 053. 60 1. 57 19 Pavement Marking ( Thermoplastic) SF 7100 16. 65 $ 118, 215. 00 14. 88 20 Pavement Marking ( Green Bike) SF 5000 35. 75 $ 178, 750. 00 32. 92 21 Traffic Stripe ( 4" Thermoplastic) LF 305 16. 50 5, 032. 50 12. 83 22 Traffic Stripe ( 6" Thermoplastic) LF 28800 2. 40 69, 120. 00 2. 15 23 Traffic Stripe ( 8" Thermoplastic) LF 815 7. 60 6, 194. 00 4. 97 24 Pavement Marker EA 1043 12. 40 12, 933. 20 11. 13
25 Install Sign EA 12 1, 100. 00 13, 200. 00 783. 33
26 Remove Sign EA 15 250. 00 3, 750. 00 178. 33
27 Marker Post EA 280 735. 00 $ 205, 800. 00 355. 00
28 Traffic Signal Modifications LS 1 $ 203, 000. 00 $ 203, 000. 00 $ 256, 000. 00 29 Street Light( Standard & LED Luminaire) EA 12 7, 000. 00 84, 000. 00 8, 166. 67 30 Pullbox ( 2E) EA 10 1, 500. 00 15, 000. 00 1, 266. 67 31 Pullbox ( 3E) EA 3 2, 000. 00 6, 000. 00 1, 833. 33
32 Conduit( 2" PVC) LF 2282 60. 00 $ 136, 920. 00 68. 33 33 Conduit( 4" PVC) LF 327 85. 00 27, 795. 00 95. 00
34 Conductor(# 6) LF 2610 6. 30 16, 443. 00 5. 10
TOTAL - CONTRACT ITEMS 1, 928, 484. 80 1, 804, 531. 62
Shaded areas indicate corrections made in accordance w
Page2of2

APPROVED
Packet Pg. 485 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)-- NaT cE oF E Em[pTION
TU. Offce ofPlanning and Research FROM< City of Kedding 14D0 Tenth Street, Roam 121 Public Works Department
Sacraenento, CA 95814 777 Cypress Avenue
Redding, CA 96001
0 S1lasta County Clerk
County of Shasta
P.O, Box 990880, 1643 Market Street
Redding, CA 96099- 08$Q
Project Titlew Trinitv Street Bikewav Prdject
Proj ct Locat on— Specific: Butte, Continental, Trinity, Pine, Market & California Streets Project Lacation— City< Reddin Praject Location— County: Shasta Description af Praject: The City of Reddi z wi11 construct a bikeway_proiect on Butte< Street be innin at the interseetian of Sundial Brid e Dr ve, cantinuin; along Gontinental Street and Trin Street and terminatin at tlae intersectron of Trinitv Street and Center Street. The project includes the installation of a protected twa wa eycle track ADA curb ramt s, curb and utter li htin si nal modificatian electrical modificatior drainage modification and si na e. Work will involve excavation tr°el chin tree tritr mrn,_ rindln pavin and stripin The praject is located within Citv and CaItrans ri ht of way and the public will be notified Qf traffie cantral cat ditians Name ofPublic Agency Approving Project: Citv ofReddin
Name of Persan or Agency Carrying Out Project: Kristen Rea n, Project En ineer
Exempt Status: ( check one)
Ministerial [ Seetion 21d8Q( b)( 1); 15268]
Declared Emergency[ Section 21080 f
b)( 3); 15269( a)]
Emergency Project[ Section 21080( b)( 4) 15269( b)]
Statutory Exemptions. State cade number;
Comrnon Sense Exemptian( This praject does not fall with°rn an exempt class, but it can be seen with certainty that there is no passibility that the activity may have a significant effect an the environment( 14 CCR 15Qb1[ b][ 3]).

Categorical Exemption. State type and sectioil nurnber: Section 15301. Existin Facilities and Section 15302.

Replacernent or Ttecanstructron
No exceptions apply that would bar the use t f a categorical exemptioi( FRD 21084 and 14 CCR 15340. 2}.

Reasons why project is exempt: Class 1 exernptions include the operatian, i-epair and altaration of existing structures and facilities includin the installation of bievcle lanes Class 2 exemptions cansists of replacement or reconstruction where the new structure will be located on the same site and will have substantrallv the sarne purpose and capacit e proiect wil add b icvcl faciliti s within the e istin ri l t of wav The facility will have the sam urpase nd cat acity and will result in negli ib le expansian of use as new vehicle lanes are not proposed The project has been reviewed for sensitive resources such as threatened or endan ered species or their habitats sensitive ve etation commuiiities tribal lands, or tribal cultural resources. The praject has no potential to liave a si nificant effect on the environment Lead Agency Contact Persan: Amber Kelley Telephone. 530.225. 4046 IfFiled by Applicant:
1, At ach certified docurnent af exemptioll finding.

2. Has a noti e of exemption been filed by the public agency approving the project? a Yes No Signature: Date: .`''%'
Title: Envrranmental Compliance Ma er
0 Signed by Lead Agency Date received far filing at OPR:

Signed by Applicant

APPROVED
Packet Pg. 486 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation WN
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RABA/ REDUCED
ORIGINAL SCALE:

NONE

TRAFFIC
CITY ENGWEER DATE DATE: JULY 2023
R. E. U. OPS PLANS
SHEET 1 OF 26

APPROVED
Packet Pg. 487 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

ABBREVIATIONS EGEND
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AB AGGREGATE BASE FM FORCE MAIN SC SAW CUT EXISTING N
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AC ASPHALT CONCRETE SD STORM DRAW
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CMU CONCRETE MASONRY UNIT LP LOW POINT

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WM WATER METER

COORD COORDINATE MJ MECHANICAL JOINT
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CP CONTROL POINT
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A- 32884
NOTE:

THIS IS
A STANDARD EGEND SHEET. THEREFORE

SOME SYMBOLS & ABBREVIATIONS MAY BE SHOWN
ORIGINAL SCALE:

ON THIS SHEET BUT MAY NOT BE UTILIZED ON

REDUCED NONE
THE DRAWINGS OF THIS PROJECT. PLANS
DATE: JuY 2023
SHEET2 OF 26

APPROVED
Packet Pg. 488 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation GENERAL NOTES W"

1. A L CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF REDDING CONSTRUCTION z STANDARDS ( CORCS), THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CALTRANS STANDARD PLANS 2022 SUMMARY OF QUANTITIES z CONSTRUCTION, DATED 2021 ( GREENBOOK) AND THE CONTRACT SPECIFICATIONS AS o THEY PERTAIN TO THE WORK DEPICTED NEREIN. CORCS AS APPLIES TO THIS PROJECT ITEM PAGE DETAIL TEM QUANTITY UNIT f
SHAL BE THE CURRENT VERSION AS POSTED ON THE CI( Y OF REDDING WEBSITE, PAVEMENT MARKERS AND TRAFFIC LINES, TYPICA DETAILS ................................................................. 12 A20A htt : / citvofreddin or de artments ublic- works en ineerin construction- standards, PREPARE WATER POLLUTION CONTROL 1 LS N
g p 9 PAVEMENT MARKERS AND TRAFFIC INES, TYPICA DETAILS ................................................................. 13 A20B AT THE TIME OF BID OPENING.

PAVEMENT MARKERS AND TRAFFIC UNES, TYPICA DETAILS 15 A20D WATER PO LUTION CONTROL 1 LS
zo z

2. A L UTILITIES SHOWN ARE STRICT Y FOR THE CONVENIENCE OF THE CONTRACTOR. PAVEMENT MARKINGS, ARROWS 19 A24A TRAFFIC CONTRO 1 LS Q UTILITY LOCATIONS ARE ONLY APPROXIMATE AND THE CONTRACTOR IS ADVISED TO PAVEMENT MARKINGS, WORDS ............................................................................................................... 22 A24D o INVESTIGATE EACH UTILITY SHOWN AS WE AS BE AWARE OTHER UTILITIES NOT SHOWN PROJECT FUNDING SIGN 1 LS o MAY EXIST. PAVEMENT MARKINGS, WORDS 23 A24E o
CONSTRUCTION AREA SIGNS 42 EA
SHOULDER RUMBLE STRIP DETAILS, GROUND- IN INDENTATIONS ......................................................... 27 A40B

3. CA L BEFORE YOU DIG! THE CONTRACTOR SHA CONTACT USA NORTH DIGA ERT AT CURBS AND DRIVEWAYS ........................................................................................................................ 155 A87A EXCAVATION ( UNC( ASSIFIED) 185 CY z
LEAST TWO ( 2) WORKING DAYS NOT INCLUDING THE DATE OF NOTIFICATION PRIOR TO s o
DIGGING NEAR UNDERGROUND FACI ITIES BE ONGWG TO PG& E, AT& T, C. A.T. V., A. C. I. D., CURB RAMP DETAI S ............................................................................................................................. 157 A88A m Z o
OR CITY OF REDDING. CA L USA NORTH 811. ELECTRIC SYSTEMS LEGEND ................................................................................................................... 509 ES- 1A o m''
CO D MI L AC 2105 SY z z "
FOR CALTRANS E ECTRICAL FACILITIES CA ( 530) 225- 3469 ELECTRIC SYSTEMS LEGEND 510 ES- 1B 3 o
FOR CALTRANS UNDERGROUND COUNT STATIONS CALL ( 530) 225- 3042 MICROSURFACE ( TYPE II) 33295 SY W Y w ELECTRIC SYSTEMS LEGEND ................................................................................................................... 511 ES- 1C o o

4. PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHA L POTHO E A L UTILITIES TO BE E ECTRIC SYSTEMS ( CONTROL ER CABINEf FOUNDATION AND PAD DETAIL) ....................................... 519 ES- 3C ASPHALT CONCRETE 355 TON NEER* b
CROSSED TO VERIFY THAT NO GRADE CONFLICTS EXIST. ELECTRIC SYSTEMS ( ELECTRONICS ASSEMBLY CONNECTION DIAGRAM}( BATTERY BACKUP SYSTEM) ..... 527 ES- 3K AGGREGATE BASE 155 CY P
d
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5. A L TRENCHING AND BACK FI ING SHALL BE IN ACCORDANCE WITH THE CITY OF ELECTRIC SYSTEMS ( SIGNAL HEAD MOUNTING) ..................................................................................... 528 ES- 4A

REDDING CONSTRUCTION STANDARDS OR AS SHOWN IN THE CONSTRUCTION DETAILS CROSS GUTTER 315 SF
ELECTRIC SYSTEMS ( PEDESTRIAN SIGNA HEADS) ................................................................................ 529 ES- 4B a E SEWHERE IN THE PLANS. TRENCH BACKFILL SHAL BE MECHANICAL Y COMPACTED. CURB AND GUTfER 135 LF P THE CONTRACTOR SNALL NOTIFY THE CITY OF REDD NG ELECTftIC UTILITY PRIOR TO E ECTRIC SYSTEMS ( SIGNAL HEADS AND MOUNTINGS) ........................................................................ 530 ES- 4C s se a*
EXCAVATING CLOSER THAN EIGHT FEET TO AN EXISTING UTILITY PO E. ELECTRIC SYSTEMS ( SIGNAL HEAD MOUNTING) .................................................................................... 531 ES- 4D CONCRETE CURB RAMP 925 SF ELECTRIC SYSTEMS ( SIGNAL HEADS AND OPTICTICAL DETECTOR MOUNTING) ...................................... 532 ES- 4E 6. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHING, SIDEWALK ( 4" PCC) 450 SF INSTALLING AND MAINTAINING A WARNING SIGNS AND DEVICES NECESSARY TO E ECTRIC SYSTEMS ( OOP DETECTORS) ................................................................................................ 533 ES- SA w SAFEGUARD THE GENERAL PUBLIC AND THE WORK, AND TO PROVIDE FOR THE PROPER REPLACE MANHOLE FRAME AND COVER ( SD) 5 EA ELECTRIC SYSTEMS ( DETECTORS) ...................................................................................... 534 ES- 5B Y o

AND CONTINUOUS SAFE ROUTING OF VEHICLE AND PEDESTRIAN TRAFFIC DURING THE m
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PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND ELECTRIC SYSTEMS ( ACCESSIBLE PEDESTRIAN SIGNAL AND PUSH BUTTON ASSEMBLIES) .................. 535 ES- SC REPLACE MANHOLE FRAME AND COVER ( SS) 4 EA o F
NOT BE IMITED TO WORKING HOURS. THE USE OF FLAGGERS, BARRICADES AND Z ` w
ELECTRICAL SYSTEMS ( SIGNAL AND LIGHTING STANDARD, TYPE 1 AND EQUIPMENT IDENTIFICATION N ' w

CONSTRUCTION
o SIGNING SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM 545 ES- 7B TRAFFIC CONTROL DEVISES CA- MUTCD .

CHARACTERS) o o a
REMOVE PAVEMENT MARKING ( THERMOPLASTIC) 2215 SF
ELECTRICAL SYSTEMS ( SIGNAL AND LIGHTING STANDARD, CASE 3 SIGNAL MAST ARM LOADING, WIND

7. FOR ALL TRENCHING EXCAVATIONS 5 FEET OR MORE IN DEPTH, THE CONTRACTOR VELOCITY= 100 MPH AND SIGNAL MAST ARM LENGTHS 15' TO 45') 548 ES- 7E
REMOVE TRAFFIC STRIPE ( THERMOPLASTIC) 17252 LF Z SHAL OBTAIN A PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY ( 381 HEMSTED E ECTRICA SYSTEMS ( SIGNAL AND IGHTING STANDARD DETAI N0. 1) ............................................. 555 ES- 7M W DRIVE, REDDING CA., 224- 4743) PRIOR TO BEGINNING ANY EXCAVATION. A COPY OF PAVEMENT MARKING ( THERMOPLASTIC) 5575 SF THIS PERMIT SHALL BE AVAILABLE AT THE CONSTRUCTION SITE AT AL TIMES.

ELECTRICAL SYSTEMS ( SIGNAL AND LIGHTING STANDARD DETAIL N0. 2) ............................................. 556 ES- 7N ELECTRICAL SYSTEMS ( SIGNAL AND LIGHTING STANDARD DETAIL N0. 3) ............................................. 557 ES- 70 PAVEMENT MARKING ( GREEN BIKE) 6255 SF Ue

8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING MAILBOXES OR PROVIDE A TERNATE TEMPORARY MAI BOXES APPROVED BY THE U. S. POSTAL SERVICE.

ELECTRICAL SYSTEMS ( SIGNAL AND LIGHTING, MISCELIANEOUS ATTACHMENT) ..................................... 559 ES- 7R TRAFFIC STRIPE ( 4" THERMOPLASTIC) 1545 LF z Q E ECTRICAL SYSTEMS ( NON- TRAFFIC PULL BOX) ................................................................................. 560 ES- 8A

9. CARE SHA L BE TAKEN TO PROTECT EXISTING PIANTS, SHRUBS, TREES, LAWN, TRAFFIC STRIPE ( 6" THERMOPLASTIC) 29968 LF Q W

LANDSCAPE AREAS
ELECTRICAL SYSTEMS ( FOUNDATION INSTALLATIONS) ............................................................................. 577 ES- 11 W 0 AND IRRIGATION SYSTEMS. ANY ITEMS REMOVED OR DAMAGED TRAFFIC STRIPE ( 8" THERMOPLASTIC) 815 LF SHAL BE REPLACED. A L ITEMS WHICH REQUIRE REMOVAL OR ARE DAMAGED BY THE ELECTRICAL SYSTEMS ( SPLICE INSULATION METHODS DETAILS) ............................................................ 572 ES- 13A n CONTRACTOR' S OPERATION SHALL BE REPLACED TO ORIGINA CONDITION AND TO THE E ECTRICA SYSTEMS ( KINKING AND BANDWG DEfAI) .............................................. 573 ES- 13B PAVEMENT MARKERS 473 EA
APPROVAL OF O THE ENGINEER.

INSTAL SIGN 10 EA

10. EXACT IMITS OF PAVEMENT REMOVA AND RECONSTRUCTION SHALL BE DETERMINED IN REMOVE SIGN 17 EA
THE FIELD BY THE ENGINEER. TNE ASPHA T CONCRETE ALONG THE EDGES OF THE TRENCH SHALL BE SAWCUT AND REMOVED TO A STRAIGHT LINE PRIOR TO FINAL MARKER POST 540 EA V U PAVING. EXPOSED VERTICAL EDGES WHICH WILL HAVE ASPHALT CONCRETE AGAINST J THEM SHALL BE TACKED WITH EMULSION PRIOR TO PLACEMENT OF ASPHALT CONCRETE. m
TRAFFIC SIGNAL MODIFICATIONS 1 LS
a
CITY OF REDDING CONSTRUCTION STANDARDS STREET LIGHT ( STANDARD AND LED UMINAIRE) 12 EA 0 MODIFICATIONS TO THE STANDARD SPECIFICATIONS ................................. PAGE 050. 00 PULLBOX ( 2E) 10 EA MATERIALS ............................................................................................... PAGE 100. 00 PULLBOX ( 3E) 3 EA z
TYPICAL STREET CROSS SECTION .......................................................... PAGE 111. 00 z CONDUIT ( 2" PVC) 2282 LF
STANDARD AND SLOTTED CROSS GUTTER .............................................. PAGE 126. 00 Q SIDEWALK STANDARD PAGE 131. 00 CONDUIT ( 4" PVC) 327 LF W W CURB AND GUTTER ( 6") ........................................................................ PAGE 136.00 CONDUCTOR (# 6) 2610 LF Y
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CURB RAMP ' TYPE A' PAGE 141. 10 m - m Z
CURB RAMP ' TYPE C' ............................................................................. PAGE 141. 30 I V Q NO PARKING' SIGN INSTALLATION .......................................................... PAGE 152.02 W U'
STREET SIGN BASE DETAILS ................................................................... PAGE 152.20 O PAVEMENT MARKINGS TRAFFIC WES ..................................................... PAGE 171. 00 a Q
HIGH VISIBILITY CROSSWA K ................................................................... PAGE 175.00 MONUMENT COVER ASSEMBLY AND INSTAL ATION ................................. PAGE 184. 00 0 DENSITY REFERENCE GUIDELINE PAGE 601. 00 Z
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TRENCH BEDDING .................................................................................... PAGE 609. 00 TRENCH BACKFIL ................................................................................... PAGE 610.00 m
0 TRENCH RESURFACING DEfAI S .............................................................. PAGE 611. 00 z
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JOINT UTILITY TRENCH DETAILS .............................................................. PAGE 620.00 TRENCH OCATION ................................................................................... PAGE 624. 20 A-32885
GRADING DESIGN STANDARDS ................................................................. PAGE 00.00 ORIGINAI SCALE:

REDUCED NONE
PLANS
DATE: JULY 2023
SHEET 3 OF 26

APPROVED
Packet Pg. 489 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation wxU 1

CONTROL POINT TABLE
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610 2097208.4 6455518. 05 50026 COR WASHER
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REDUCED NONE
PLANS
DATE: JUIY 2023
SHEEf4 OF 26

APPROVED
Packet Pg. 490 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation SUZZ
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ORIGINA SCALE:

REDUCED NONE
PLANS
DATE: JULY 2023
SHEE( 5 OF 26

APPROVED
Packet Pg. 491 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation U NN
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Packet Pg. 496 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

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TYPE IV ( R) ARROW ( 15 SF) 3. STRIPING DETAI NUMBERS REFER TO CALTRANS STANDARD N' z PLANS A20A, A208, A20C AND A20D. r
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ORIGINAL SCALE:

REDUCED 20'
PLANS
DATE: JUIY 2023
SHEET 73 OF 26

APPROVED
Packet Pg. 499 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

CYC E TRACK TREATMENT DETAILS
w"
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OB YIE D TRIANG ES FLEXBOLLARD WITH SIGN POST DETAIL
REDUCED 20'
SCA E: N. T. S. 5 s P ANS
DATE: JULY 2023
USE FOR SIGNS SPECIFIC TO BICYCLISTS SHEEf a oF 2s

APPROVED
Packet Pg. 500 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation T' 15+ 73. 8 2` 4' R
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MATCH E TBC REDUCED 20
SCALE: 1= J' PLANS
DATE: JULY 2023
SHEET 15 OF 26

APPROVED
Packet Pg. 501 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation WN
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A-32898
ORIGINAL SCALE:

REDUCED 20'

P LAN S
DATE: JULY 2023
SHEET 16 OF 26

APPROVED
Packet Pg. 502 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation N
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12. A CONDUITS SHA HAVE BUSNINGS INSTA ED PRIOR TO INSTA ING TYPE D OOP DETECTOR CONDUCTORS. STEE CONDUITS SNA NAVE AY IN STY E UGS THAT ARE CAST I— INTEGRA WITH THE BUSHINGS. A CONDUITS SNA BE CA TRANS SPECIFIED TYPE3 WITN THE FO OWING EXCEPTIONS:

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ORIGINAL SCALE:

NONE
DATE: 05- 01 - 2023
SHEET1 OF4

APPROVED
Packet Pg. 503 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation No.5400, Trinity St. Bikeway Project) 011 5 C- 1 H Z= W
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APPROVED
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APPROVED
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APPROVED
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APPROVED
Packet Pg. 512 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation No.5400, Trinity St. Bikeway Project) C
AL I F C R I I : :,
3 SPECIFICATIONS
For

TRINITY STREET BIKEWAY PROJECT
Job No. 8687)
BID NO. 5400
Prepared by:

City of Redding
Public Works Department
Engineering Division
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Chuck Aukland, City Engineer Date
FOR INFORMATION CONCERNING THIS PROJECT, CONTACT:

Kristen Reagan, 530- 225- 4469, kreagan@cityofredding. org

APPROVED
Packet Pg. 513 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

PROPOSAL DOCUMENTS ( BOUND SEPARATELY)
ENGINEER' S ESTIMATE........................................................................................................ P1 PUB IC CONTRACT CODES SECTIONS 10162 & 10232..................................................... P4 PUB IC CONTRACT CODES SECTION 10285. 1................................................................... P5 NONCOLLUSION AFFIDAVIT ................................................................................................ P6 LIST OF SUBCONTRACTORS............................................................................................... P7 SIGNATURE PAGE................................................................................................................. P8 BIDDER' S BOND .................................................................................................................... P9

SPECIA PROVISIONS
NOTICE INVITING BIDS ........................................................................................................... 5 PUB IC WORK AGREEMENT................................................................................................. 11 PUB IC WORKS PAYMENT ( ABOR AND MATERIALS) BOND .......................................... 13 PUB IC WORKS PERFORMANCE BOND.............................................................................. 14 PUB IC WORKS MAINTENANCE BOND ............................................................................... 15 SUPP EMENTA DISPOSAL SITE AGREEMENT ................................................................. 16 SUBCONTRACTING REQUEST.............................................................................................. 18 TEMPORARY WASTEWATER DISCHARGE APP ICATION ................................................. 20 REFERENCE DOCUMENTS.................................................................................................... 22 PROJECT INTRODUCTION AND SPECIA REQUIREMENTS............................................... 23 SCOPE OF THE WORK........................................................................................................ 23 TIME OF COMPLETION....................................................................................................... 23 MISCELLANEOUS REQUIREMENTS.................................................................................. 23 Preconstruction Conference........................................................................................... 23 Watering ........................................................................................................................... 23 Surface Mining and Reclamation Act............................................................................. 24 Contract Provision Requiring Personal Certification of all Claims.............................. 24 Construction Area Signs................................................................................................. 24 Construction Project Funding Sign................................................................................ 25 Sound Control Requirements ......................................................................................... 25 ErosionControl................................................................................................................ 26 LocalTopsoil.................................................................................................................... 30 PlasticNetting.................................................................................................................. 30 FiberRolls........................................................................................................................ 30 As-Built/Record Documents............................................................................................31 Orderof Work................................................................................................................... 32 Notificationof Work......................................................................................................... 32 2 APPROVED
Packet Pg. 514 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation ContractItem List ............................................................................................................ 33 PART 1 GENERAL PROVISIONS............................................................................................ 47 SECTION 1 GENERAL......................................................................................................... 47 SECTION 2 SCOPE OF WORK............................................................................................ 50 SECTION 3 CONTROL OF THE WORK............................................................................... 56 SECTION 4 CONTROL OF MATERIALS ............................................................................. 67 SECTION 5 LEGAL RELATIONS & RESPONSIBILITIES.................................................... 67 SECTION 6 PROSECUTION AND PROGRESS................................................................... 75 SECTION 7 MEASUREMENT AND PAYMENT.................................................................... 76 PART 2 MODIFICATIONS TO CONSTRUCTION MATERIALS............................................... 80 SECTION 200 ROCK MATERIALS ...................................................................................... 80 SECTION 203 BITUMINOUS MATERIALS........................................................................... 80 SECTION 207 GRAVITY PIPE.............................................................................................. 80 SECTION 210 PAINT AND PROTECTIVE COATINGS........................................................ 81 SECTION 217 BEDDING AND BACKFILL MATERIALS ..................................................... 82 PART 3 MODIFICATIONS TO CONSTRUCTION METHODS.................................................. 83 SECTION 300 EARTHWORK............................................................................................... 83 SECTION 301 SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT OF BASE MATERIALS......................................................................................................... 84 SECTION 302 ROADWAY SURFACING.............................................................................. 85 SECTION 303 CONCRETE AND MASONRY CONSTRUCTION.......................................... 86 SECTION 306 OPEN TRENCH CONDUIT CONSTRUCTION............................................ 88 SECTION 314 TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS........................................................................................................ 90 PART 4 EXISTING IMPROVEMENTS...................................................................................... 92 SECTION 400 PROTECTION AND RESTORATION ......................................................... 92 SECTION 402 UTILITIES...................................................................................................... 93 PART 6 TEMPORARY TRAFFIC CONTROL....................................................................... 94 SECTION 600 ACCESS ..................................................................................................... 94 SECTION 601 TEMPORARY TRAFFIC CONTRO FOR CONSTRUCTION AND MAINTENANCE WORK ZONES........................................................................................... 94 PART 7 STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS ........................................... 96 SECTION 700 MATERIA S.................................................................................................. 96 3 APPROVED
Packet Pg. 515 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Attachments
Caltrans Encroachment Permit 0223- NSN- 0345...................................... Attachment A Drawings...................................................................................................... A-32883 to A-32908 4 APPROVED
Packet Pg. 516 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

NOTICE INVITING BIDS

TRINITY STREET BIKEWAY PROJECT
Job No. 8687)
BID NO. 5400
In accordance with the Municipal Code of the City of Redding, sealed bids will be received at the office of the City Clerk, 777 Cypress Avenue, Redding, CA 96001, until 3 p. m., September 12, 2023. at which time they will be publicly opened and read for the perForming of the work as follows:

New Class IV bike facility from Sundial Bridge Drive to Center Street, along Butte, Continental, and Trinity Streets. Project includes new signal at the intersection of Market and Trinity Streets.

The Engineer' s Estimate is $ 1, 635, 000. There are 55 working days.

The Contractor shall possess a valid Class A license at the time bid is opened.

No contractor or subcontractor may be listed on a bid proposal for this project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725. 5. Failure to register prior to bid opening shall cause the bid to be deemed nonresponsive and no exception will be allowed including the renewal exception allowed in Labor Code Section 1725. 5( c).

No contractor or subcontractor may work on a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725. 5.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

Each bid shall be made in accordance with the specifications and proposal requirements thereof and no bid will be received unless it is made on a proposal form furnished by the City Engineer.

Each bid must be accompanied by cash, certified or cashier' s check, or original bidder' s bond made payable to the City of Redding for an amount equal to at least ten percent( 10%) of the total amount of the bid as a guarantee that the Contractor will execute the contract in conformance with his proposal and the specifications. Such Guarantee shall be forfeited should the bidder to whom the contract is awarded fail to enter into the contract.

The City of Redding hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, all businesses will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, gender, disability, or other protected class in consideration for an award.

The State of California general prevailing wage rate shall be the current prevailing wage for each craft, classification, or type of workman needed to execute the contract as determined by the Director of the California Department of Industrial Relations, pursuant to California abor Code Part 7, Chapter 1, Sections 1770, 1773, and 1773. 1. Copies of the current prevailing wage rates are available on their internet web site at:
www. dir. ca. gov/ DLSRIPWD
5 APPROVED
Packet Pg. 517 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Copies of referenced Standard Specifications for Public Works Construction, commonly called the " Greenbook," 2021 Edition containing the General Provisions and Standard Technical Specifications may be obtained from Building News, Inc., 990 Park Center Drive, Suite E, Vista CA 92081 ( 888) 264- 2665.

Plans, specifications, proposal, contract forms, and addenda may be obtained at www. cityofredding. or.g/ wbids at no charge. Supporting documents as required ( i. e. environmental permits, geotechnical reports, record drawings, etc.) will also be posted on this site. Supporting and informational documents are for informational purposes only and for the convenience of the Bidders and are not considered a part of the Contract.

City bid documents are provided electronically and free of charge. It is the responsibility of each prospective bidder to verify the completeness of their printed bid documents before submitting their bid and accompanying executed addenda acknowledgement forms. Users are cautioned that City of Redding does not assume any liability or responsibility based on any defective or incomplete copying, excerpting, scanning, faxing, downloading, or printing of the contract documents.

The contract documents shall supersede any information posted or transmitted by www. cityafreddin. org/ puvbids.

Be advised that the information contained on cityofredding. org/ pwbids may change and without notice to prospective bidders. It is the responsibility of each prospective bidder to check the City' s website . cityofredding. or wbids on a daily basis through the close of bids for any applicable addenda or updates. Notifications updates, bidder inquiries, or addenda will not be provided via email or any other method.

For general information please contact the City of Redding Public Works — Engineering office at 530- 225- 4170. For technical questions please contact Kristen Reagan at 530- 225- 4469, kreagan@cityofredding. org. Bids must be submitted on City supplied forms. No bid will be accepted from a contractor who is not licensed in accordance with the provisions of California Business and Professions Code Sections 7000 et seq. and regulations adopted by the Contractors' State Licensing Board, as amended. The envelope enclosing the proposal shall have stated thereon, " Trinity Street Bikeway Project." Project includes new signal at the intersection of Market and Trinity Streets and a signal upgrade and Butte and Continental Streets., Bid No. 5400)."
The City Council of the City of Redding reserves the right to accept or reject any and/ or all bids and to make that award which is in the best interest of the City.

CHUCK AUKLAND, CITY ENGINEER
Publishing Dates:

August 11, 2023
6 APPROVED
Packet Pg. 518 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

INSTRUCTIONS TO BIDDERS
A. INTRODUCTION
Each proposal shall be made in accordance with the specifications and contract documents prepared by the City of Redding, Public Works Department, Engineering Division, 777 Cypress Avenue, Redding, CA 96001.

B. BIDDER' S UNDERSTANDING
The Bidder shall examine carefully the site of the proposed work and the Contract Documents therefor. The submission of a proposal shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality and quantities of work to be performed and materials to be furnished, and as to the requirements of the contract documents.

C. PREPARATION AND SUBMISSION OF PROPOSALS
Proposals shall be submitted on the forms provided by the City Engineer and must be signed by the Bidder or his authorized representative. When signing the proposal, please set forth whether the entity/individual is a corporation, a partnership, a joint venture, a sole proprietorship, etc. The name of the person signing the documents, as well as their authorized capacity, must be typed or printed below the signature. Any corrections to entries made on proposal forms shall be initialed by the person signing the proposal.

Bidders must quote on all items appearing on the Proposal form, unless specific directions allow for partial bids. Failure to quote an item means that the item will be provided at no cost. The bidder shall legibly enter unit or lump sum price in figures, for all items required on the Proposal.

When bids on all items are not required, Bidders shall insert the words " NO BID" where appropriate. In case of discrepancy, between unit prices and totals, unit prices will prevail. Failure to legibly quote on items may disqualify the bid. Alternate bids will not be considered unless specifically called for in the proposal form.

Telegraphic and facsimile proposals will not be considered.

In order to insure consideration, the proposal shall be enclosed in a sealed envelope clearly marked PROPOSAL, including the name of the job, and the opening date and filed with the City Clerk, City of Redding, 777 Cypress Avenue, Redding, CA 96001, before the time set forth in the Notice Inviting Bids. Proposals received after the time indicated will be returned unopened whether or not bids are opened exactly at the time fixed in the Notice Inviting Bids.

D. PROPOSAL GUARANTY
All Bids shall be accompanied by cash, certified check, cashier's check, or bidder' s bond executed by a lawfully authorized surety company, made payable to the City of Redding.

The Proposal Guaranty must be enclosed in the same envelope with the proposal. The amount of the Proposal Guaranty shall not be less than 10 percent of the total amount of the Proposal unless otherwise noted in the Notice Inviting Bids. The Proposal will not be considered unless one of the forms of Proposal Guaranty is enclosed with it. Bidder' s Bond shall be dated. 7 APPROVED
Packet Pg. 519 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation A Bidder' s Bond will be accepted only if it is an original made out on either the Bidder' s bond form enclosed in these documents or on a form which conforms to it. Bidder' s Bond shall be signed by Bidder and by Surety. Surety' s signature shall be notarized and the proof of notary and the power of attorney shall also be original and attached to the original bond at the time the bid is opened. Copies will not be accepted in satisfaction of these requirements.

E. PUB IC WORKS CONTRACTOR REGISTRATION PROGRAM
All contractors and subcontractors who bid or work on a public works project must register with the Director Industrial Relations ( DIR) at:
httq:// www. dir. ca. qov/ Public- WarkslPublicWorks. html The City will not accept a bid with, enter into a contract with, or allow work on a project from an unregistered contractor. Failure of a prime contractor to register prior to bid opening shall cause the bid to be deemed nonresponsive by the City and no exception will be allowed including the renewal exception allowed in Labor Code Section 1725. 5( c).

An inadvertent error in listing a subcontractor who is not registered pursuant to Labor Code Section 1725. 5 in a bid proposal will be allowed, provided that within 24 hours after the bid opening, the subcontractor is registered and has paid the penalty registration fee specified in subparagraph ( E) of paragraph ( 2) of subdivision ( a) of Labor Code Section 1725. 5.

F. LIST OF SUBCONTRACTORS
Each bidder shall submit with his Proposal a list of subcontractors in conformance with Section 3- 3, " Subcontractors," of the Standard Specifications. Public Contract Code Section 4104 requires contractors to list subcontractor license numbers at time of bid. Failure to list the license number shall cause the bid to be deemed nonresponsive.

Subcontractor may be listed on more than one Prime Contractor bid.

G. ADDENDA AND EXPLANATIONS TO BIDDERS
Any explanation regarding the meaning or interpretation of plans, specifications, or other Contract Document shall be requested in writing, with sufficient allowance of time for receipt of reply before the time set for opening of proposals. Any such explanations or interpretations will be made in the form of Addenda to the documents and will be furnished to all listed planholders. Bidders shall acknowledge receipt via email at constructionbids( c cityofreddinq. orq of all Addenda posted on cityofredding. org wbids prior to bid opening. Failure to acknowledge receipt of all Addenda via email shall cause the bid to be nonresponsive and may be rejected. Oral explanations and interpretations shall not be binding.

All bidder inquiries must be received 7 calendar days prior to the bid opening. 8 APPROVED
Packet Pg. 520 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation H. CORRECTION OF WITHDRAWAL OF PROPOSA S
Bid proposal packets shall be submitted to the City Clerk's office prior to the closing date and time indicated in the Notice Inviting Bids. Bid proposal packets shaii not be considered as officially submitted until the Clerk' s office has stamped and accepted the proposals. Once bid proposal packets are officially received, the packets shall not be returned to the bidder and any changes or corrections to the bid proposal shall only be allowed as follows:

1. Request for Correction to Bid Proposal
Any changes or corrections to the bid proposal shall be made in writing, shall clearly define the nature of the changes, and shall be hand delivered to the City Clerk' s office in person prior to the official closing time for submitting proposals. The written changes or corrections shall be submitted in a sealed envelope which has the bidders name and bid schedule number clearly marked on the outside. The envelope shall also clearly indicate on the front that it contains a correction to the original bid.

The Clerk' s office shall stamp the new envelope as" Received" and sign and date the front of the envelope. The bidder ( or the bidder' s representative) and the office staff person shall both sign, date, and print their names over the seal of both the original bid proposal packet and the new envelope containing the corrected documents as evidence that the two envelopes where not opened. In the presence of the bidder ( or the bidder' s representative), the office staff person shall staple the new envelope to the original bid proposal packet.

At the bid opening, the person supervising the bid opening shall open and publicly announce the contents of both the original bid proposal packet and the new envelope with the corrections. The material in both envelopes shall be treated as one document and the correction document shall take precedence in determining the corrected bid amount. The Clerk' s office shall maintain both documents in the bid file along with both sides of the envelopment.

2. Request for Withdrawal of Bid Prior to Bid Opening
Requests for withdrawal of bids shall be made either in person or in writing. No telephonic requests, FAX transmittals, or emails shall be considered for the withdrawal of a bid.

If the request is made in person, the requesting party and the office staff person processing the request shall both sign their names and write the date over the seal on the bid proposal envelope as evidence that it was not opened. The office staff person shall then write on the front of the bid proposal envelope " Bid requested to be withdrawn on [ date] by[ printed name of requesting party]." The office staff person and the requesting party shall then sign, date and print their names on the front of the bid proposal envelope. A copy of the front and back of the bid envelope shall be kept in the bid file.

If the request is made in writing, the office staff person shall sign his/ her name and write the date over the seal of the bid proposal envelope. The office staff person shall then write on the front of the bid proposal envelope " Bid requested to be withdrawn by letter from [ name] dated [ date]." The office staff person shall then sign, date, and print his/ her name on the front of the bid proposal envelope and shall staple a copy of the letter 9 APPROVED
Packet Pg. 521 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation requesting the bid withdrawal to the bid proposal envelope. The original letter and a copy of the front and back of the signed bid envelope shall be kept in the bid file.

At the bid opening, the bid proposal packet will NOT be opened. The bid proposal packet and a copy of the letter requesting withdrawal, if any, shall be returned unopened to the bidder in the same manner as bid securities are returned to unsuccessful bidders. l. B/ D OPEN/ NG
At the time and place fixed for opening of Proposals, the contents of all proposals will be read publicly. All bidders and other interested parties are invited to be present in person or by representatives.

J. PLANS AND SPECIFICATIONS
Upon request, the Contractor will be provided five ( 5) sets of plans ( 11 x 17) and specifications at the Preconstruction Conference. Additional sets will be available from the Engineer at the Contractor' s expense.
10 APPROVED
Packet Pg. 522 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

G I T Y C F

PUBLIC WORK AGREEMENT
A L I F fl l t' J .. ; A'=:

THIS AGREEMENT, made and entered into in duplicate, on the date below written, by and between the CITY OF REDDING, State of California, a Municipal Corporation and General Law, City through its City Council, hereinafter referred to as City, and Contractor
Address
City
hereinafter referred to as Contractor.

WITNESSETH, that, for the considerations hereinafter mentioned, the City and the Contractor agree as follows:

The Contractor agrees, at his own expense, to furnish all labor, materials, tools and equipment, and to perform all the work required to construct and complete in good and workmanlike manner, in strict accordance with the Contract Documents, and to the satisfaction of the City, those improvements entitled:

Project Title
Bid No. #
Job No. #
The Contract Documents herein referred to consist of the following document:

Notice Inviting Bids General Provisions
Instructions to Bidders Special Provisions
Proposal Addendum
Bidder' s Bond Contract Drawings
Agreement Public Liability Insurance
Payment Bond Fire Insurance
Performance Bond' Workers' Compensation Insurance
It is expressly agreed between the parties hereto that should there be any conflict between the terms of this instrument, or any of the other Contract Documents, and the bid or proposal of the Contractor, then this instrument, together with the other Contract Documents, shall control and nothing therein shall be considered as an acceptance of the terms of said bid or proposal of said Contractor.

The City shall make payments on the account of the Contract as specified in the General Provisions.

Except as provided in Section 12940 et seq. of the Government Code, Contractor shall not discriminate against any person because of hislher race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sexual orientation, domestic partners, sex gender identify, gender expression, age or other protected class nor refuse to hire or employ the person or to refuse to select the person for a training program leading to employment, or to discriminate against the person in compensation or in terms, conditions or privileges of employment. The Contractor shall insert in all subcontracts for any work covered by this [ agreement/ contract] this nondiscrimination provisions.

APPROVED
Packet Pg. 523 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation The City agrees to pay the Contractor for the performance of the contract, subject to additions and deductions provided therein, the following prices, and the Contractor agrees to receive and accept said following prices as full compensation for furnishing all materials and for doing all the work contemplated and embraced in this agreement, and for all loss or damage arising out of the nature of the aforesaid work or from the action of the elements and from any unforeseen difficulties or obstructions which may arise our be encountered in the prosecution of the work until its acceptance by the City, and for all risks of every description connected with the work, and for all expenses incurred by or in consequence of the suspension or discontinuance of the work and for well and faithfully completing the work and the whole thereof in the manner and according to the Contract Documents and the requirements of the City Engineer, to wit:

The Contractor shall commence work within the time period set forth in the General Provisions and shall diligently prosecute the same to completion within working days from the date of the commencement of work.

IN WITNESS WHEREOF, the parties to these presents have hereto set our hands and seals this_ day of 2023.

APPROVED AS TO FORM: CITY OF REDDING
By: By:

City Attorney Mayor
Name of Contractor
ATTEST: Type of Entity
By:

City Clerk Taxpayer ldentification
By:

Name" as Filed with IRS
By:

Contractor
By:

Seal)

APPROVED
Packet Pg. 524 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation BOND NO.:

C TY ( F
F-- f

PUB IC WORKS PAYMENT ( ABOR AND MATERIA S) BOND
C A L f F C1 R 1
KNOW ALL MEN BY THESE PRESENTS:

THAT WHEREAS, athe City Council of the City fo Redding, a Municipal Corporation, in the State of California as Owner, has on conditionally awarded to as Principal, a Contract to do and perform the following work to- wit:
as will more full appear in said Contract, the terms and conditions of said contract being fully incorporatred herein by this reference; and
WHEREASE, under the terms of the Contract and pursuant to Chapter 5 of Title 3 of Part 6 of Division 4 of the California Civil Code ( commencing with Civil Code 9550), Principal is required to furnish a good and sufficient payment bond to secure payment of the claims to which reference is made in Civil Code Section 9554; NOW, THEREFORE, we, the Principal and a corporation duly authorized and admitted to transact business and issue surety bonds in the State of California, hereinafter call Surety, are held and firmly bound unto the Owner, and unto all persons or entities entitled to assert a claim against a payment bond under any of the aforesaid Civil Code provisions in the penal sum of Dollars ($ lawful
money of the United States of America, for the payment whereof, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLICATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors or assigns, or subcontractors, shall fail to pay for any materials or equipment furnished or used in performance of the Contract, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, or for any amounts required to be deducted, withheld, and paid over to the Franchise Tax Board or the Employment Development Department from wages of employees of the Contractor and aii subcontractors with respect to such work or labor, then the Surety shall pay the same in an amount not to exceed the sum specified above. If suit is brought upon this bond, Surety shall pay, in addition to the above sum, all costs, expenses and fees, including attorney' s fees, reasonably incurred by any party in successfully enforcing the obligation secured hereby, all to be taxed as costs and included in any judgment rendered. Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect, and shall bind Contractor, Surety, their heirs, executors, administrators, successors and assigns, jointly and severally.

It is hereby stipulated and agreed that this bond shall insure to the benefit of all persons, companies, corporations, political subdivisions, State agencies and other entities entitled to assert a claim against a payment bond under any of the aforesaid Civil Code provisions, so as to give a right of action to them or their assigns in any suit brought upon this bond. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or to the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition. Furthermore, and for valuable considerations, Surety hereby waives the provisions of California Civil Code Sections 2819, 2845, and 2849.

IN WITNESS WHEREOF, we have hereto set our hands and seals on this day of APPROVED AS TO FORM:

Principal
City Attorney By:

ATTEST: Seal)
Pamela Mize, City Clerk Name of Surety
By: Seal)
Attorney-In- Fact
13 APPROVED
Packet Pg. 525 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Bond No.:

CITY QF

PUB IC WORKS PERFORMANCE BOND
A L I F 4 R t t F' A,'

KNOW ALL MEN BY THESE PRESENTS
THAT WHEREAS, the City Council of City of Redding, a Municipal corporation, as Owner, at its regular meeting held on , has awarded to as Principal, a contract to do and perForm the following work to- wit:
as wiil more fully appear in said contract, the terms and conditions of said contract being fully incorporated herein by this reference.

WHEREAS, said Principal is required under terms of said contract to furnish a bond for the faithful performance of said contract;
NOW, THEREFORE, we, the Principal and as Surety, are held and firmly bound unto the Owner in the sum of lawful money of the United States of America, for the payment whereof, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, his or its heirs, executors, administrators, successors or assigns, or subcontractors, shall in all things stand to and abide by, and well truly keep and perForm the covenants, conditions, and agreements in the said contract and any alteration thereof as there provided, on his or their part, to be kept and performed at the time and in the manner therein specified and in all respects according to their true intent and meaning and shall indemnify and save harmless the Owner, its officers, and agents as therein stipulated then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue.

As the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications.

If said Owner shall require any further or other bond for its protection in the premises, such further or other bond shall be furnished by the Principal with Surety or Sureties satisfactory to the Owner within ten days after notice of such requirement is given to the Principal, and in case of failure on the part of the Principal to comply with said requirement, the Owner shall have the right, at its option, to terminate said contract with said Principal.

IN WITNESS WHEREOF, we have hereto set our hands and seals on this_ day of APPROVED AS TO FORM:

Principal
City Attorney By:

ATTEST: Seal)
Pamela Mize, City Clerk Name of Surety
By: Seal)
Attorney-I n- Fact
14 APPROVED
Packet Pg. 526 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation C T c F
Bond No.:

PUB IC WORKS MAINTENANCE BOND
C A L i F C? R N } k ,

KNOW ALL MEN BY THESE PRESENTS
THAT WE, the undersigned, as Principal, and
a corporation organized and existing under the laws of the State of California, and authorized to do business in the State of California, as Surety, are held and firmly bound unto the CITY OF REDDING, hereinafter called Obligee, in the sum of
Dollars, lawful money of the United States of America, for the payment of which well and truly to be made, we do hereby jointly and severally bind ourselves, our heirs executors, administrators, successors, and assigns firmly by these presents.

WHEREAS, said Principal has heretofore entered into a contract with the Obligee above named for and
WHEREAS, the work called for under said contract has been completed and accepted by said Obligee:

NOW, THEREFIREM THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal shall, for a period of one year( s) from and after the day of indemnify the Obligee against any loss or damage directly arising by reason of any defect in the material or workmanship which may be discovered within the period aforesaid, then this obligation shall be void; otherwise the same shall remain in full force and effect.

IN WITNESS WHEREOF, we have hereto set our hands and seals on this_ day of APPROVED AS TO FORM:

Principal
City Attorney By:

ATTEST: Seal)
Pamela Mize, City Clerk Name of Surety
By: Seal)
Attorney- In- Fact
15 APPROVED
Packet Pg. 527 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

SUPPLEMENTAL DISPOSAL SITE AGREEMENT
Contract Bid No.:

Job No.:

Chuck Aukland
City Engineer
777 Cypress Avenue
Redding, CA 96001
Dear Sir:

In accordance with Section 401, Removal, of the Standard Specifications, the following agreement for usage of the disposal site for subject contract is submitted, as required prior to disposal of said materials.

WHEREAS, Contractor has entered into Contract B/ S No. with the City of Redding, hereinafter called " City," for the performance of work on and
WHEREAS, pursuant to the authority of said Contract,
Contractor, and Owner have entered into an
agreement under which Contractor may dispose of materials on Owner's Property.

NOW THEREFORE, pursuant to said Contract B/ S No. Contractor and Owner hereby notify the City that disposal of materials by Contractor on Owner' s property located at will be done pursuant to agreement
between Contractor and Owner and not pursuant to the arrangement between the City and Owner, dated and Owner specifically agrees that the City is hereby released from any and all obligations to Owner under the City' s said arrangement with Owner.

Date Owner
Date Contractor
By:

Authorized Agent
Title
c: City Engineer
Contractor
Property Owner
Resident Engineer
16 APPROVED
Packet Pg. 528 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation CONTRACT PROVISION REQUIRING PERSONAL CERTIFICATION OF ALL CLAIMS:

I, being the
must be an officer) of
General Contractor), declare under penalty of perjury under the laws of the State of California, and do personally certify and attest that I have thoroughly reviewed the attached claim for additional compensation and/ or extension of time, and know it' s contents, and said claim is made in good faith; the supporting data is truthful and accurate/that the amount requested accurately reflects the contract adjustment for which the Contractor believes the owner is liable; and, further, that I am familiar with California Penal Code Section 72, pertaining to false claims, and further know and understand that submission or certification of a false claim may lead to fines, imprisonment and/or other severe legal consequences.

Submission of a claim, properly certified, with all required supporting documentation and written rejection or denial of all or part of the claim by owner, is a condition precedent to any action, proceeding, litigation, suit, or demand for arbitration by Contractor. 17 APPROVED
Packet Pg. 529 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

SUBCONTRACTING REQUEST
Project:

Contractor Name & Address:

Subcontractors Bid Item % of Bid Item
Describe Work When Less
Dollar Amount Based on Bid
Name, Business, Address, Phone) Number( s) Subcontracted than 100% of Work is
Amount
Subcontracted
I certify that the Standard Specifications and Special Provisions for labor set forth in the contract apply to the subcontracted work.

Contractor Signature: Date:

This section is to be completed by the Resident Engineer

1. Total of Bid Items

2. Specialty items previously approved ( if applicable, see note in the instructions)

3. Total ( lines 1+ 2)

4. Contractor must perform with own forces( lines 1 minus 2) x %

5. Bid items subcontracted

6. Balance of work Contractor to perform ( line 1 minus 5) Approved:

Resident Engineer Date:
18 APPROVED
Packet Pg. 530 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

INSTRUCTIONS FOR COMPLETING SUBCONTRACTING REQUEST FORM All First- tier subcontractors shall be included on a subcontracting request.

Submit in accordance with Section 1- 6 of these Special Provisions. Type or print requested information. A copy is to be retained by the Contractor. Submit to project' s Resident Engineer.

After approval, the original will be returned to the Contractor.

When an entire item is subcontracted, the value to be shown is the Contractor' s bid price. When a portion of an item is subcontracted, describe the portion, and show the percent of bid item and value.
19 APPROVED
Packet Pg. 531 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation C 1 T Y O F
Return completed application to:
f' City of Redding, Public Works
Industrial Waste Division
P. O. Box 496071
C A L I F C) R iV I: A ' Redding, CA 96049-6071
530- 224- 4319 Fax 530- 224- 6052

TEMPORARY WASTEWATER DISCHARGE APPLICATION
Submit at least two weeks prior to anticipated discharge to the Public Works Industrial Waste Division.

T e or rint clearl , attach additional sheets if necessa .

Company Name: Site Address: Telephone:

Responsible Party: Mailing Address, City, State, Zip: Telephone:

Contact Person: Mailing Address, City, State, Zip: Telephone:

Cell hone: EmaiL Fax:

Property Owner: Mailing Address, City, State, Zip: Telephone:

Emergency Contact Person: Title: Telephone: After hour phone:

Correspondence to be sent to: Responsible Party Contact Person Property Owner Other:

Billing to be sent to: Responsible Party Contact Person Property Owner Other:

B
I have read this application and the attached material. The information provided is accurate and complete.

Signature: Printed Name, Title Date
C
Nature of discharge: Groundwater well purge for sampling Excavation Water Tank Cleaning Water Other:

Type of Contamination: Petroleum products Sediment Chlorine Other:

Description of liquid treatment, storage, and disposal activity:

Discharge will be: Intermittent Continuous Flow rate: gal/minute Estimated Measured Total Volume: gal Estimated Measured Proposed Discharge Dates from: to Discharge location ( submit site layout drawing( s), including discharge and sample points):

Pollutants and concentrations ( submit analytical results):

Solid residue disposal method:

Notes:
20 APPROVED
Packet Pg. 532 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation p
Site proposing temporary discharge must be connected to the City of Redding sanitary sewer.

Sewer Account No.: Billed to:

Other businesses on account:

List other environmental control permits held by this operation:

EPA ID Number:

Notes:

Office Use Only
Received by: Permit Number: Issue Date: Expiration Date: Manhole WWTP:

Number: Stillwater
Clear Creek
Permit Fee: Volume Unit Cost: Volume Cost: Connection Fee: Total Cost:
500 billed by City Discharge: 6. 59/ CCF Billed at the end Industrial Waste at CCF = 748 gallons) of the project
the end of the 8. 81/ 1000 gallons
project. Prices valid through
12/ 31/ 23
Notes: Volume cost is waived on water and sewer line projects managed by the City of Redding Public Works Department.

Supplemental Information Required:
x Plumbing Plans Site Plan Pretreatment Facilities Water Meter on Site City Meter Needed Analytical Reports Required: Petroleum Products Solids Chlorine Residual Other Notes:

Date Requested: Date Received: Approved by: Approval Date:
21 APPROVED
Packet Pg. 533 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

REFERENCE DOCUMENTS
Standard Specifications for Public Works Construction
Standard Specifications for Public Works Construction ( SSPWC) the " Greenbook," 2021 Edition and current supplements as amended, prepared by the Southern California Chapter of American Public Works Association, and the Southern California District, Associated General Contractors of California, relates to the Work of this Project and is hereby made a part of this Contract as though fully contained herein.

The Contractor is hereby specifically directed, as a condition of the Contract, to obtain the necessary number of copies of Standard Specifications for Public Works Construction, to acquaint himself with the Articles contained therein, and to notify and apprise all subcontractors and any other parties to the Contract, or individuals or agencies engaged in the work, as to its contents.

No contractual adjustments shall be due or become critical as a result of failure on the part of the Contractor to fully acquaint himself with the conditions of Standard Specifications for Public Works Construction.

Copies of Standard Specifications for Public Works Construction commonly called the Greenbook," 2021 Edition and current supplements, may be obtained from Building News, Inc., 990 Park Center Drive Suite E, Vista, CA (888) 264- 2665.

City of Redding Construction Standards
The documents hereinafter referred to as the " City Standards" shall be the current version posted on the City of Redding website:
https://www.cityofredding. org/departments/ public-works/enqineerinq/ construction- standards Other Reference Specifications
Where other reference specifications such as those of ASTM, AASHTO, etc., have been referred to, the applicable portion of such specifications shall become a part of these Contract Documents.

In case of conflict between the Standard Specifications and these special provisions, the special provisions shall take precedence over and be used in lieu of the conflicting portions. 22 APPROVED
Packet Pg. 534 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

PROJECT INTRODUCTION AND SPECIA REQUIREMENTS

SCOPE OF THE WORK
The work to be performed under this contract consists of the following:

New Class IV bike facility from Sundial Bridge Drive to Center Street, along Butte, Continental, and Trinity Streets. Project includes new signai at the intersection of Market and Trinity Streets.

TIME OF COMPLETION
Attention is directed to Sections 6- 1 and 6- 3 of the General Provisions, " Construction Schedule and Commencement of Work" and " Time of Completion." In accordance with the provisions of these Subsections, the Contractor shall begin work within fifteen ( 15) days after the date of the Notice to Proceed and thereafter diligently prosecute the same to completion within a period not to exceed fifty-five ( 55) working days. The contract time shall commence on the fifteenth day after the Notice to Proceed or on the date of commencement of the work, whichever occurs first.

MISCELLANEOUS REQUIREMENTS
Preconstruction Conference
A meeting will be scheduled between staff and the successful bidder at a time and place determined by the Engineer to review the project plans, specifications, and any special requirements of the funding program.

Attention is directed to Caltrans Encroachment Permit No 0223- NSN- 0345 " Prior to Work" for additional requirements.

Watering
Watering shall consist of developing a water supply and furnishing all water required for the work, including water used in the performance of work paid for as extra work, and applying all water.

Developing a water supply may include obtaining water for contract purposes from fire hydrant( s) located at or near the work site as determined by the City of Redding Water Division or from private sources provided by the Contractor at his expense. If he obtains water from a fire hydrant, the Contractor shall install a hydrant meter and control valve on the fire hydrant designated as the water source. The Contractor shall obtain the hydrant meter and control valve from the City of Redding Water Division.

The cost of the hydrant meter and control valve are as follows:

25. 00 ( nonrefundable; payable when picked up)
225. 00 refundable deposit for any nonpayment on account and/ or repairs to hydrant meter and control valve; payable when picked up)
276. 50 ( monthly charge for 3- inch hydrant meter and control valve; billed monthly) 23 APPROVED
Packet Pg. 535 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation The cost of water is $ 1. 59/ CCF.

In the event that a water truck or tank is filled directly from a fire hydrant, there shall be either an air gap or a backflow device acceptable to the City Water Division on the filler pipe.

Full compensation for developing a sufficient supply of water required for the work shall be considered as included in the prices paid for the various contract items of work involving the use of water and no separate payment will be made therefor.

Full compensation for applying water will be considered as included in the prices paid for the various contract items requiring water and no separate payment will be made therefor, except that applying water for work paid for extra work in accordance with Section 7- 4, " Payment for Extra Work," will be paid for as a part of said extra work.

Surface Mining and Reclamation Act
Attention is directed to the SurFace Mining and Reclamation Act of 1975, commencing in Public Resources Code, Mining, and Geology, Section 2710, which establishes regulations pertinent to surFace mining operations.

Material from mining operations furnished for this project shall only come from permitted sites in compliance with the Surface Mining and Reclamation Act of 1975, and listed in the California Department of Conservation' s Office of Mine Reclamation 3098 list.

The requirements of this section shall apply to all materials furnished for the project, except that the Contractor, with the approval of the Engineer, may use in the proposed construction such stone gravel, sand, or other material suitable in the opinion of the Engineer as may be found in excavation. The Contractor will be paid for the excavation of those materials at the contract price for excavation, but the Contractor shall replace at the Contractor' s expense with other suitable material all of that portion of the material so removed and used which was contemplated for use in the work, except that the Contractor need not replace, at the Contractor' s expense, any material obtained from structure excavation used as structure backfill. No charge for materials so used will be made against the Contractor. The Contractor shall not excavate or remove any material from within the project location that is not within the excavation, as indicated by the slope and grade lines, without written authorization from the Engineer.

Contract Provision Requiring Personal Certification of all Claims The Contractor's attention is directed to the Contract Provision Requiring Personal Certification of all Claims found in the Agreement. The Contract Provision Requiring Personal Certification of all Claims shall be completed and included with any claim for additional compensation and/ or extension of time.

Construction Area Signs
Construction area signs shall be furnished, installed, maintained, and removed when no longer required in conformance with the plans and these special provisions. The Contractor shall be fully and completely responsible for the furnishing, installing, and maintaining all construction area signing. This requirement shall apply continuously and not be limited to working hours.

The Contractor shall notify the appropriate regional notification center for operators of subsurface installations at least 2 working days, but not more than 14 calendar days, prior to commencing 24 APPROVED
Packet Pg. 536 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation excavation for construction area sign posts. The regional notification centers include, but are not limited to, the following:

Notification Center Telephone Number
Underground Service Alert- Northern California ( USA) 811 Excavations required to install construction area signs shall be performed by hand methods without the use of power equipment, except that power equipment may be used if it is determined there are no utility facilities in the area of the proposed post holes.

The contract unit price paid for " Construction Area Signs" shaii include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in construction area signs, complete in place, as shown on the plans, as specified in these special provisions, and as directed by the Engineer.

Construction Project Funding Sign
Before any major physical construction work readily visible to the public is started on this contract, the Contractor shall furnish and erect Construction Project Funding Identification Signs at the locations designated by the Engineer.

The signs shall be of a type and material consistent with the estimated time of completion of the project and shall conform to the detail shown on the plans. The sign letters and City of Redding logo shall conform to the colors and details shown on the plans and shall be on a white background ( non- reflective). The letter sizes to be used shall be as shown on the plans. The information shown on the signs shall be limited to that shown on the plans. The signs shall be kept clean and in good repair by the Contractor during the course of construction.

Upon completion of the work, it shall be the Contractor's responsibility to remove and dispose of the signs per the contract specifications.

The lump sum paid for " Project Funding Sign" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in constructing and installing construction project funding signs, complete in place, as shown on the plans, as specified in these special provisions, and as directed by the Engineer.

Sound Control Requirements
The noise level from the Contractor' s operations, between the hours of 8: 00 p. m. and 7: 00 a. m., shall not exceed 86 dbA at a distance of 50 feet without the written approval of the Engineer. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level.

Said noise level requirement shall apply to all equipment on the job or related to the job, including but not limited to trucks, transit mixers, or transient equipment that may or may not be owned by the Contractor. The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for the protection of personnel. 25 APPROVED
Packet Pg. 537 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.

Erosion Control
Erosion Control shall conform to the provisions in Section 3- 12. 6, " Water Pollution Control," of these special provisions and shall consist of applying Erosion Control materials to the areas shown on the plans, embankment and excavation slopes and other areas disturbed by construction activities and as directed by the Engineer.

Erosion Control is to be placed between September 1
St
and March 15t". Areas completed and
ready for application of Erosion Control outside of these dates shall be temporarily stabilized until the acceptable window begins, or as directed by the Engineer. Areas may be temporarily stabilized using soil binders, temporary seed and straw, or just straw. Prior to application of permanent seed, areas temporarily stabilized using soil binders must be scarified by track walking or other means to break up crusted soils. If areas were temporarily stabilized using seed and straw or just straw, the straw and thick vegetation must be removed and soils scarified prior to application of permanent seed. Topsoil shall be placed in those areas to receive permanent stabilization prior to application of permanent seed, or as directed by the Engineer.

Erosion control materials shall consist of seed, fertilizer, fiber, straw, and tackifier.

Seed is required to be labeled under the California Food and Agricultural Code and shall be labeled by the vendors supplying the seed. Seed shall have been tested for purity and germination not more than 12 months prior to the application of the seed. Seed labels furnished by the vendors shall indicate the purity, germination, and pure live seed ( PLS) as determined by testing. Results from testing the seed for purity and germination shall be furnished to the Engineer prior to applying seed.

Seed shall be delivered to the job site in unopened separate containers with the seed tag attached. Containers without a seed tag will not be accepted.

Seed for erosion control work shall consist of one or more of the following types:

Temporary
Seed for temporary erosion control work shall consist of the following mix:

Species Lbs. PLS/ Acre
Hordeum vulgare 250
Permanent
Seed for permanent erosion control work shall consist of the following mix:

Species bs. P S/ Acre
Achillea millefolium 2
26 APPROVED
Packet Pg. 538 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Bromus carinatus 15
Eschscholzia californica 3
Trifolium willdenovii 5
Festuca microstachy 5
Hordeum vulgare 100
Total 130
Fertilizer shall consist of a natural based product with a slow release formulation of 7- 2- 3 ( N- PK), 10 percent sulfur is optional, or as approved by the Engineer. Fertilizer for erosion controi work shall conform to the requirements of the California Food and Agricultural Code, shall be in pelleted or granular form for hydroseeding, and shall have a minimum guaranteed chemical analysis of 7 percent nitrogen, 2 percent phosphoric acid, 3 percent water soluble potash, and 10 percent sulfur. Fertilizer shall be a formulation suitable for hydroseeding purposes and soluble in water.

Straw for erosion control work shall be sterile upland straw, dry oat, wheat, or rice straw, free from weeds and foreign matter detrimental to plant life. The Contractor shall furnish evidence that clearance has been obtained from the County Agricultural Commissioner, as required by law, before straw obtained from outside the County is delivered to the site of the work. Straw that has been used for stable bedding shall not be used. Hay or chopped cornstalks are not acceptable.

Straw shall be chopped and uniformly applied at a rate specified in this section.

Fiber must be wood fiber, cellulose fiber, alternate fiber, or a combination of these fibers.

Wood fiber must be long strand, whole wood fiber thermomechanically processed from clean whole wood chips.

Cellulose fiber must be made from natural or recycled pulp fiber, such as wood chips, sawdust, newsprint, chipboard, corrugated cardboard, or a combination of these materials.

Alternate fiber must be a long strand, whole natural fiber made from clean straw, cotton, corn, or other natural feed stock.

Fiber must:

1. Disperse into a uniform slurry when mixed with water.

2. Contain 3/4- inch fiber strands for at least 25 percent by total volume.

3. Have at least 40 percent retained when passed through a No. 25 sieve.

4. Have an initial moisture content of no more than 15 percent of its dry weight when tested under CA Test 226. The moisture content must be marked on the packaging. 27 APPROVED
Packet Pg. 539 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

5. Have a water holding capacity, by weight, of at least 1, 200 percent when tested under the procedure designated in Caltrans final report, CA- DOT- TL- 2176- 1- 76- 36, " Water holding capacity for hydromulch," available from METS.

6. Be nontoxic to plants and animal life.

7. Be free of synthetic or plastic materials, lead paint, printing ink, varnish, petroleum products, seed germination inhibitors, and chlorine bleach.

8. Contain less than 250 parts per million of boron.

9. Contain less than 7 percent ash when tested under the Technical Association of the Pulp and Paper Industry, TAPPI Standard T 413.

10. Be colored to contrast with the area on which the fiber is to be applied. The coloring agent must be biodegradable, nontoxic, and free from copper, mercury, and arsenic and must not stain concrete or painted surfaces.

Fiber for temporary hydraulic mulch must be at least 50 percent wood fiber. The remaining percentage must be cellulose fiber, alternate fiber, or a combination.

Tackifier must be:

1. Free from growth or germination inhibiting factors.

2. Nonflamable.

3. Nontoxic to aquatic organisms.

4. Functional for a minimum of 180 days.

General purpose tackifier may be either a plant- based product or a polymeric emulsion blend as follows:

1. Plant based tackifier must be a natural high molecular weight polysaccharide. A high viscosity hydrocolloid that is miscible in water, and labeled as either guar, psyllium, or starch, as follows:

1. 1. Guar gum- based product must be derived from the ground endosperm of the guar plant, Cyanmopsis tetragonolobus. It must be treated with dispersing agents for easy mixing. It must be able to be diluted at the rate of 1 to 5 pounds per 100 gallons of water.

1. 2. Psyllium based product must be manufactured from the finely ground, mucilloid coating of Plantago ovata or Plantago ispaghula seeds and able seeds and able to dry and form a firm but rewettable membrane.

1. 3. Starch based product must be a nonionic, water- soluble, granular material derived from corn, potato, or other plant- based source.

2. Polymeric emulsion blend tackifier must be a prepackaged liquid or dry powder, aniomic formulation with a residual monomer content not exceeding 0. 05 percent by weight. The 28 APPROVED
Packet Pg. 540 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation tackifier must contain and be labeled with one of the following as the primary active ingredients:

2. 1. Acrylic copolymers and polymers.

2. 2. Polymers of inethacrylates and acrylates.

2. 3. Copolymers of sodium acrylates and acrylamides.

2. 4. Polyacrylamide and copolymer of acrylamide.

2. 5. Hydrocoiloid polymers.

Erosion control materials shall be applied in separate applications in the following sequence:

A. The following seed and fertilizer mixture shall be applied with hydro- seeding equipment within 30 minutes after the seed has been added to the mixture:

Material Temporary Pounds Permanent Pounds
Per Acre ( Minimum) Per Acre ( Minimum)
Seed 250 130
Commercial Fertilizer 600 600
Fiber 125 125
B. Straw shall be applied at the rate of 2 tons per acre, or 2. 5 tons per acre for slopes greater than or equal to 4 percent slope, based on slope measurements. Incorporation of straw will not be required. Straw shall be distributed evenly without clumping or piling. When weather conditions are suitable, straw may be pneumatically spread.

C. The following mixture in the rates indicated shall be applied with hydro-seeding equipment:

Material Temporary Pounds Permanent Pounds
Per Acre ( Minimum) Per Acre ( Minimum)
Fiber 500 500
Tackifier 150 150
The ratio of total water to total tackifier in the mixture shall be as recommended by the manufacturer.

Once seed is started in an area, straw and stabilizing emulsion applications shall be completed in that area on the same working day.

The rates of erosion control materials may be changed by the Engineer to meet field conditions.

Erosion control will be measured by the square yard or acre. 29 APPROVED
Packet Pg. 541 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Full compensation for" Erosion Control" shall be considered as included in the contract lump sum price paid for" Water Pollution Control" and no separate payment will be made therefor.

Local Topsoil
This work includes excavating, stockpiling, removing from stockpiles, spreading, and consolidating topsoil.

Material
Topsoil obtained from sources within the right-of-way shall be excavated to the lines and depths as directed by the Engineer. All lumps or clods shall be broken up before the topsoil is spread.

Topsoil obtained from within the project will be considered as selected material. Imported topsoil must consist of fertile, friable soil of loamy character that contains organic matter in amounts natural to the region and be capable of sustaining healthy plant life. Imported topsoil must be free from deleterious substances such as litter, refuse, toxic waste, stones larger than 1 inch in size, coarse sand, heavy or stiff clay, brush, noxious weeds, and other substances detrimental to plant, animal, and human health.

Construction
Preparation shall include all the work required to make ready the areas for application of topsoil and erosion control materials. Rocks and debris largerthan 2- 1/ 2 inches in maximum dimensions shall be removed and disposed of outside the highway right-of-way as permitted by the Engineer.

Topsoil shall be spread uniformly at the rate specified in the special provisions or shown on the plans. The finished surFace after spreading topsoil shall be approximately 1 inch below the top of adjacent grade.

Topsoil shall not be placed until all equipment, except equipment required for spreading topsoil, is through working in an area.

Spread topsoil to a uniform thickness. Topsoil shall be placed a minimum of 6 inches thick on all disturbance areas to be seeded and mulched per " Erosion Control" of these special provisions.

Topsoil shall be placed 4 inches thick on cut slopes that are 2: 1 and flatter. Cut slopes shall be scarified to a depth of 2 inches prior to placing topsoil to ensure sufficient contact. Topsoil shall be roughened by trackwalking or rolling with a sheepsfoot roller prior to seeding and mulching.

Trackwalk topsoil with tracked equipment run perpendicular to slope contours. Water may be used to assist this process but must not cause erosion. Finished surfaces after topsoil placement must achieve a minimum of 85 percent compaction.

Full compensation for local topsoil shall be considered as included in the contract price paid for Water Pollution Control" and no additional compensation will be allowed therefor.

Plastic Netting
Photodegradable or biodegradable plastic netting shall not be used in fiber rolls, erosion control blankets, or any other erosion control BMP unless specified or approved by the Engineer. 30 APPROVED
Packet Pg. 542 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Fiber Rolls
Fiber rolls shall conform to the provisions in Section 3- 12. 6, " Water Pollution Control," of the Standard Specifications and these special provisions and shall consist of applying fiber rolls materials to the areas shown on the plans, embankment, and excavation siopes and other areas disturbed by construction activities and as directed by the Engineer.

Fiber rolls shall be premanufactured roll of rice or wheat straw, wood excelsior, or coconut fiber encapsulated within a biodegradable jute, sisal, or coir fiber netting. The netting shall have a minimum durability of one year after installation. The netting shall be secured tightly at each end of the roll. Rolls shall be between 8 inches and 10 inches in diameter and shall have a minimum weight of 1 pound per linear foot and a minimum length of 20 feet.

Wood stakes shall be a minimum of 1" x 1" x 24" in size and made of untreated fir, redwood, cedar, or pine and cut from sound timber. They shall be straight and free of loose or unsound knots and other defects which would render them unfit for the purpose intended. Metal stakes shall not be used.

Fiber rolls shall be installed by constructing a furrow to a depth between 2 inches and 4 inches, and to a sufficient width to hold the fiber roll. The bedding area for the fiber rolls shall be cleared of obstructions including rocks, clods, and debris greater than one inch in diameter before installation. Stakes shall be installed 48 inches apart along the length of the fiber rolls and stopped at 12 inches from each end of the rolls. Stakes shall be driven to a maxium of 2 inches above, or flush with the top of the roll. Fiber rolls shall be placed parallel to the slope contour and 8 feet apart on 2: 1 slopes and as shown on the plans.

If the intended function of the fiber rolls to disperse concentrated water runoff and to reduce runoff velocities is impaired, the Contractor shall take action to repair or replace the fiber rolls. Split, torn, or unraveling rolls shall be repaired or replaced. Broken or split stakes shall be replaced.

Sagging or slumping fiber rolls shall be repaired with additional stakes or replaced. Locations where rills and other evidence of concentrated runoff have occurred beneath the rolls shall be corrected. Fiber rolls shall be repaired or replaced within 24 hours of identifying the deficiency.

Fiber rolls will be measured by lineal foot.

Full compensation for" Fiber Rolls" shall be considered as included in the contract lump sum price paid for" Water Pollution Control" and no separate payment will be made therefor.

As- Built/ Record Documents
The Contractor shall keep and maintain on the Project Site, one record set of the Contract Documents, which shall be updated weekly to reflect current as-built conditions of the Work as it progresses and document changes to the Work shown on the Project Plans.

Record Documents shall be produced by marking a full- size ( 22" x34") copy of the Project Plans.

The Contractor' s as- built information shall be clear and legible, marked in red, and at a minimum identify the following: the exact horizontal and vertical location of all installations in their finished condition, including all underground work and components; all electrical, plumbing and mechanical installations; all changes in construction, materials and installed equipment; and buried or concealed construction and utility features that are revealed during the course of 31 APPROVED
Packet Pg. 543 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation construction. Special attention shall be given to recording of all buried utilities that differ from locations indicated in the Contract Documents.

The updated drawings shall be available for review by the Engineer and Inspector. Failure to comply with the preparation and submission of as- builts may result in the Engineer withholding the current progress payment, or be subject to administrative deductions as per Section 7- 3. 2.

Where specified in the Special Provisions or Technical Specifications as a condition to certification of final completion, the Contractor shall provide the original Record Documents, together with a certification by the Contractor that the Record Documents are a true representation of the Work as actually constructed. Timely submission of complete Record Documents shall be a condition to certification of final completion and to final payment. Delays in the submission of complete Record Documents may subject the contractor to liquidated damages.

Full compensation for As-Built/ Record Documents shall be considered as included in the contract price paid for the various items of work and no additional compensation will be allowed therefor.

Order of Work
The first order of work shall be to place the order for the traffic signal equipment within 15 days after the notice to proceed has been issued. The Contractor shall furnish the Engineer with a statement from the vendors that the orders for the signal equipment have been received and accepted by the vendors.

Work Hours
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 " Work Hours" abnd Traffic Control".

Notification of Work
The Contractor shall notify all affected customers ( business or residence) at least 48 hours in advance of the anticipated work in the area. If the customer is not present, a notice approved by the Engineer shall be left attached to the front door ( NOT in a mailbox). The Contractor shall prepare and submit its proposed door hanger notice for City review and approval.

Full compensation for notifications shall be included in the cost of the various contract items and no additional compensation will be allowed therefore.

Temporary Pavement Delineation
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 " Temporary Pavement Delineation"
Full compensation for Temporary Pavement Delineation shall be considered as included in the contract price paid for Traffic Stripe ( Thermo plastic 4", 6", and 8") and no further compensation will be allowed therefor.
32 APPROVED
Packet Pg. 544 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Pavement Marker
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 " Markers and Delineators"
Full compensation for Temporary Pavement Delineation shall be considered as included in the contract price paid for Traffic Stripe ( Thermo plastic 6" and 8") and no further compensation will be allowed therefor.

Contract Item ist
Prepare Water Pollution Control
Attention is directed to Special Requirements for " Erosion Controi" and Section 3- 12. 6, " Water Pollution Control," of the special provisions.

Water Pollution Control
Attention is directed to Special Requirements for " Erosion Control" and Section 3- 12. 6, " Water Pollution Control," of the special provisions.

Traffic Control
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 "Traffic Control".

Attention is directed to Part 6, " Temporary Traffic Control," of the Standard Specifications and these special provisions.

Project Funding Sign
Attention is directed to the Special Requirements for" Project Funding Sign" of the Miscellaneous Requirements of the special provisions.

Construction Area Signs
Attention is directed to the Special Requirements for " Construction Area Signs" of the Miscellaneous Requirements of the special provisions.

Excavation ( Unclassified)
Attention is directed to Section 300- 2 " Unclassified Excavation" of the Special Provisions and Section 300- 2. 9 " Payment" of the Standard Specifications.

Cold Mill Asphalt Concrete
Attention is directed to Section 404 " Cold Milling" of the Standard Specifications and the Special Provisions.
33 APPROVED
Packet Pg. 545 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Microsurface ( Type II)
Microsurface ( Type II) shall consist of mixing a polymer modified, cationic microsurfacing emulsion ( MS), aggregate, mineral filler, set- control additives, and water; as well as spreading the mixture on a pavement surface where shown on the plans, in conformance with these special provisions, and as directed by the Engineer. Microsurfacing is to be a quick-traffic system, meaning that it will be able to accept traffic after a short period. Normally, these systems have been required to accept rolling traffic on a one- half ('/ 2) inch thick surface within one hour after placement in + 75° F temperature and 50 percent or less humidity.

Materials
The material for microsurfacing shall conform to the following requirements:

Microsurfacing Emulsion ( MS)
Microsurfacing Emulsion ( MS) shall be homogenous and shall conform to these special provisions. The polymer shall be milled or blended into the asphalt or blended into the emulsifier solution prior to the emulsification process.

The MS shall conform to the following requirements when tested in conformance with the following test methods:

Pol mer Modified, Cationic Microsurfacin Emulsion MS
S ecification Desi nation Test Method Re uirement
Viscosit SDF 77 ° F AASHTO T 59 15- 90 Seconds
Sieve, max. AASHTO T 59 0. 30 Percent
Settlement, 5 da s, max. ASTM D244 5 Percent
Storage Stability, 1 day, AASHTO T 59 1 Percent
max.

Residue by Evaporation, California Test 331 62 Percent
min.

S ecification Desi nation for Residue
S ecification Desi nation Test Method Re uirement
Penetration@ 77 F AASHTO T 51 40- 90
100 , 5s , 0. 1 mm
Softenin Point F Min. AASHTO T53 135
Water and Additives
Water shall be potable and free of harmful soluble salts, reactive chemicals, and other contaminants. Additives may be added to the emulsion mix or any of the component materials to provide the control of the quick- traffic properties. The additives must be included as part of the mix design and be compatible with other components of the mix. 34 APPROVED
Packet Pg. 546 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Mineral Filler
Mineral filler shall be Portland cement or hydrated lime that is free of lumps. Portland cement shall be either Type I, Type II, Type III or combination thereof. The type and amount of mineral filler shall be determined by the Contractor based on laboratory mix designs. The minerai filler will be considered part of the aggregate gradation requirement. An increase or decrease of 1 percent may be permitted when the Micro surfacing is being placed if it is found to be necessary for better consistency or set times.

Aggregate
The mineral aggregate used shall be of the type and grade specified for the particular use of the micro surfacing. Aggregate shall consist of sound, durable, crushed stone or crushed gravel and approved mineral filler. The material shall be free from vegetable matter and other deleterious substances. Aggregates shall be 100% crushed material with no rounded particles and shall be volcanic in origin. All aggregate shall be free of caked lumps and oversize particles.

The aggregate, prior to the addition of emulsion shall conform to the requirements of this section. If aggregates are blended each component aggregate shall meet the sand equivalency and abrasion resistance and shall be 100% crushed as tested in accordance with California Test 205. The definition of a crushed particle in California Test 205 Section D, is amended to read: " Any particle having two or more fresh mechanically fractured faces shall be considered a crushed particle."
The percentage composition by mass of the aggregate ( including mineral filler) shall conform to the following grading requirements when tested in conformance with California Test 202:

TYPE 11
Sieve Sizes Percenta e Passin
3/ 8" 100
No. 4 94- 100
No. 8 65- 90
No. 16 40- 70
No. 30 25- 50
No. 50 20- 30
No. 100 10- 20
No. 200 5- 15
The aggregate ( excluding mineral filler) shall conform to the following quality requirements:

Test California Test Re uirements
Sand Equivalent Min. 217 70
Durability Index ( Min.) 229 75
35 APPROVED
Packet Pg. 547 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Percentage of Crushed
205 100%
particles Min. '
Los Angeles Rattler
211 35%
Loss at 500 Rev. Max
Notes: 1. CT205, Section D, is amended to read: " Any particle having 2 or more freshly, mechanically fractured faces shall be considered a crushed particle." If the results of the aggregate grading do not meet the specified gradation, the micro surfacing represented by the test shall be removed. Also, if the results of the Sand Equivalent test for aggregate do not meet the specified requirement, the micro surfacing represented by the test shall be removed. No single aggregate grading or Sand Equivalent test shall represent more than 300 ton or one day's production, whichever is smaller.

Mix Design
At least seven working days before the microsurfacing placement commences, the Contractor shall submit for approval of the Engineer a laboratory report of tests and a proposed mix design covering the specific materials proposed for use on the project.

The percentages of each individual material proposed in the mix design shall be shown in the laboratory report. Individual materials shall be within the following limits:

Residual Asphalt............ 5. 5% to 9. 5% by dry mass of aggregate Mineral Filler.................. 0% to 3% by dry mass of aggregate Additive.......................... As needed
Water ............................ As needed
Adjustments may be required during construction based on field conditions.

The mix design and aggregate tests shall be perFormed by a laboratory capable of performing the applicable International Slurry Surfacing Association ( ISSA) tests. The proposed microsurfacing mixture shall conform to the specified requirements when tested in conformance with the following tests:

Test ISSA Test Method Requirements
Wet Cohesion TB* 139
@ 30 Minute ( Set) ( Min.) 12 kg- cm
60 Minute Traffic Min. 20 k - cm
Excess Asphalt TB* 109 540 g/
m2
Wet Stri in Min. TB* 114 90%
Wet Track Abrasion TB* 100
6- da Soak Loss Max. 810 / m2
Displacement TB* 147A
Lateral ( Max.) 5%
Specific Gravity After 1000
C cles of 125 Ibs. 56. 8 k Max. 2. 10
Classification Compatibility TB* 144 AAA, BAA) 11 Grade Points
36 APPROVED
Packet Pg. 548 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Mix Time @ 77° F ( 25° C) TB* 113 Controllable to 120
Seconds
TB* = Technical Bulletin
The laboratory that performed the tests and designed the mixture shall sign the laboratory report.

The report shall show the results of the tests on individual materials and shall compare their values to those required by these special provisions. The report shall clearly show the proportions of aggregate, filler ( minimum and maximum), water ( minimum and maximum), set control additive, and MSE solids content ( minimum and maximum) based on the dry mass of aggregate. The laboratory shall report the quantitative effects of moisture content on the unit mass of the aggregate ( bulking effect) in conformance with the requirements of ASTM Designation C 29M.

Previous laboratory reports covering the same materials may be accepted provided the material test reports were completed within the previous 12 months.

Once the mix design is approved by the Engineer, no substitution of other material will be permitted unless the materials proposed for substitution are first tested and a laboratory report is submitted for the substituted design in conformance with these special provisions. Substituted materials shall not be used until the mix design for those materials has been approved by the Engineer.

The completed mixture, after addition of water and set control agent, if used, shall be such that the micro surfacing mixture has proper workability. At the expiration of the road closure hours, in conformance with the provisions in Part 6 - Street Closures, Detours, Barricades, of these special provisions, the microsurfacing mixture shall be sufficiently cured to support unrestricted traffic.

Proportioning
Aggregate, mineral filler, MS, water, and additives, including the set- control agent, if used, shall be proportioned by volume utilizing the mix design approved by the Engineer. If more than one kind of aggregate is used, the correct amount of each kind of aggregate to produce the required grading shall be proportioned separately, prior to adding the other materials of the mixture, in a manner that will result in a uniform and homogeneous blend.

The aggregate shall be proportioned using a belt feeder operated with an adjustable cutoff gate.

The height of the gate opening shall be determinable. The MS shall be proportioned by a positive displacement pump. Variable rate emulsion pumps, if used, shall be calibrated and sealed in the pump' s calibrated condition in conformance with California Test 109 prior to usage.

The delivery rate of aggregate and MS per revolution of the aggregate feeder shall be calibrated at the appropriate gate settings for each mixer- spreader truck used on the project in conformance with California Test 109 and in conformance with the provisions of these special provisions.

The aggregate belt feeder shall deliver aggregate to the pugmill with such volumetric consistency that the deviation for any individual aggregate delivery rate check-run shall not exceed 2. 0 percent of the mathematical average of 3 runs of at least three tons each. The emulsion pump shall deliver MS to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check- run shall be within 2. 0 percent of the mathematical average of 3 runs of at least 300 gallons each. The water pump shall deliver water to the pugmill with such volumetric consistency that the deviation for any individual delivery rate check- run shall be within 2. 0 percent of the mathematical average of 3 runs of at least 300 gallons each. 37 APPROVED
Packet Pg. 549 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation The MS storage tank shall be located immediately before the emulsion pump and shall be equipped with a device which will automatically shut down the power to the emulsion pump and aggregate belt feeder when the MS level is lowered to a point where the pump suction line is exposed.

A temperature- indicating device shall be installed in the emulsion storage tank at the pump suction level. The device shall indicate the temperature of the MS and shall be accurate to within 10° F.

The belt delivering the aggregate to the pugmill shall be equipped with a device to monitor the depth of aggregate being delivered to the pugmill. The device for monitoring the depth of aggregate shall automatically shut down the power to the aggregate belt feeder whenever the depth of aggregate is less than the target depth of flow. A second device shall be located where the device will monitor the movement of the aggregate belt by detecting revolutions of the belt feeder. The devices for monitoring no flow or belt movement shall automatically shut down the power to the aggregate belt when the aggregate belt movement is interrupted. The device to detect revolutions of the belt feeder will not be required where the aggregate delivery belt is an integral part of the drive chain. To avoid erroneous shutdown by normal fluctuation, a delay of 3 seconds will be permitted between sensing and shutdown of the operation.

Mixing and Spreading Equipment
The micro surfacing shall be mixed in continuous pugmill mixers of adequate size and power for the type of micro surFacing to be placed. All indicators shall be in conformance with these special provisions and shall be in working order prior to commencing mixing and spreading operations.

Mixer- spreader trucks shall be equipped to proportion the MS, water, aggregate, mineral filler, and set- control additives by volume. Rotating and reciprocating equipment on mixer- spreader trucks shall be covered with metal guards.

The mixer- spreader truck shall not be operated unless low- flow and no- flow devices and revolution counters are in good working condition and functioning and metal guards are in place.

Indicators required by these special provisions shall be visible while walking alongside the mixerspreader truck.

Aggregate feeders shall be connected directly to the drive on the emulsion pump. The drive shaft of the aggregate feeder shall be equipped with a revolution counter reading to the nearest onetenth of a revolution.

The microsurFacing mixture shall be spread by means of a spreader box conforming to the following requirements:

Spreader Box
The spreader box shall be capable of placing the microsurFacing a minimum of 12- feet wide and shall have strips of flexible rubber belting or similar material on each side of the spreader box and in contact with the pavement to prevent the loss of micro- surfacing from the box.

Spreader boxes shall have baffles, reversible motor driven augers, or other suitable means to insure uniform application on super- elevated sections and shoulder slopes. Spreader box skids shall be maintained in such manner as to prevent chatter( wash boarding) in the finished mat. The spreader box in use shall be clean and free of micro surFacing and MS at the start of each work shift.
38 APPROVED
Packet Pg. 550 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation The spreader box shall have a series of strike- off devices at the rear of the box. The leading strike- off device shall be fabricated of steel, stiff rubber or other suitable material. The number of strike- off devices shall be determined by the Contractor. The first strike- off device shall be designed to maintain close contact with the pavement during the spreading operations, shall obtain the thickness required, and shall be capable of being adjusted to the various pavement cross sections for application of a uniform micro surfacing finished surface. The final strikeoff device shall be fabricated of flexible material suitable for the intended use and shall be designed and operated to ensure a uniform texture is achieved in the finished surface of the micro surfacing. The final strike- off device shall be cleaned or changed daily if problems with longitudinal scouring occur.

Flexible fabric drags attached to the rear of the spreader box shall not be used.

The microsurfacing mixture, to be spread in areas inaccessible to the controlled spreader box, may be spread by other methods upon approval of the Engineer.

Preparation for MicrosurFacing
Before placing the microsurfacing, all pavement surfaces shall be cleaned by pick-up broom to remove loose particles of paving, dirt, and other extraneous material. Manholes, valve boxes, drop inlets and other service entrances shall be protected from the microsurfacing by a suitable method acceptable to the Engineer. When required, the roadway surface may be fogged with water ahead of the spreader box. The application of the fog spray may be adjusted to suit temperatures, surface texture, humidity and dryness of pavement.

All weeds shall be removed prior to application of microsurFace.

Placing
The microsurfacing mixture shall be uniformly spread on the existing surfacing within the rate specified without spotting, rehandling or otherwise shifting of the mixture.

The microsurfacing shall not be placed prior to seven days after replacing AC surfacing unless the fresh AC surFace area is covered with a prime coat as specified in Section 302- 5. 3 of these special provisions. In no case shall the micro surfacing be placed on fresh asphalt prior to three days curing time.

The microsurfacing mixture shall not be placed when the ambient temperature is below 60- degrees F, humidity above 60 percent or during unsuitable weather. Microsurfacing shall not be placed if rain is imminent or there is the possibility that there will be freezing temperatures within 24 hours.

MicrosurFacing shall be spread at a rate within the following ranges of pound of dry aggregate per square yard ( kilograms of dry aggregate per square meter).

Micro- surfacing Type ocation Spread Rate
Type II Full Traffic Width 15— 20
39 APPROVED
Packet Pg. 551 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Longitudinal joints shall correspond with the edges of the traffic lanes. The Engineer may permit other patterns of longitudinal joints if the patterns will not adversely affect the quality of the finished product.

Through traffic lanes shall be spread in full lane widths only. ongitudinal joints common to two traffic lanes shall be butt joints with overlaps not to exceed 3 inches. Building paper shall be placed at the transverse joints to avoid double placement of the micro surfacing. Other suitable methods to avoid double placement of the micro surfacing will be allowed. Hand tools shall be available to remove spillage.

The mixture shall be uniform and homogeneous after placing on the surfacing and shall not show separation of the MS and aggregate after setting. The completed surface shall be of uniform texture and free from ruts, humps, depressions, or irregularities.

Adequate means shall be provided to protect the microsurfacing from damage by traffic until such time that the mixture has cured sufficiently so that the micro surfacing will not adhere to or be picked up by the tires of vehicles.

Placement of the microsurfacing shall cease a minimum of one hour before the expiration of the road closure hours as specified in Part 6 - Street Closures, Detours, Barricades, of these special provisions, unless the Contractor proves to the satisfaction of the Engineer that the surface will be ready for unrestricted traffic at the expiration of the road closure hours.

Broadcast Sand
Sand may be used to open limited traffic to driveways only with the Engineer' s authorization.

Sand shall be " washed" sand and applied only by using a mechanical broadcaster. All broadcast sand shall be swept up within 24 hours of application.

Repair of Early Distress
If bleeding, raveling, delamination, rutting, or washboarding occurs within the one-year maintenance period, the Contractor shall diligently pursue repairs within 15 days of notification by any method approved by the Engineer. The Contractor shall not be relieved from maintenance until repairs have been completed.

Payment
The contract price paid per square yard for " MicrosurFacing ( Type II)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing microsurfacing, complete in place, including testing for and furnishing mix design, cleaning the surface, furnishing added water and set- control additives, rolling, sanding, and protecting the micro surfacing until it has set, as shown on the plans, as specified in these special provisions, and as directed by the Engineer.

Asphalt Concrete
Attention is directed to Section 302- 5" Asphalt Concrete Pavement" of the Special Provisions and Standard Specifications.
40 APPROVED
Packet Pg. 552 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Aggregate Base
Attention is directed to Section 301- 2 " Untreated Base" of the Standard Specifications and the Special Provisions.

Cross Gutter
The contract price paid per square foot for " Cross Gutter" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in the installation of the concrete cross gutter, complete in place, including removal and disposal of the existing asphalt concrete shown on the plans, removal of any existing pipe, placement of concrete or asphalt transitions, tie-in paving, etc. as necessary to provide a complete and fully functioning cross gutter as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Curb and Gutter
The contract unit price paid per linear foot for " Curb and Gutter" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the installation of the curb and gutter including but not limited to sawcutting for trim line, removal and disposal of the existing asphalt concrete and existing curb and gutter, additional aggregate base needed to make base grade, AC tie- in paving, protection of the existing sidewalk, trees, etc. as necessary to provide a complete and fully functioning curb and gutter as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Concrete Curb Ramp
Ramp types shall be as noted on the plans unless otherwise approved by the Engineer and shall be constructed per City of Redding Construction Standards Pages 141. 10, 141. 20, and 141. 30, per Caltrans Standard A88A, or as shown on the plans.

The contract price paid per square foot of" Concrete Curb Ramp" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in installing concrete curb ramps, complete in place, including grading, excavation, , removal and disposal of the existing asphalt and concrete, base, compaction of base, forming, finishing, curing, installing detectable warning surfaces, installing expansion joint material, grooving, retaining curb, pedestrian accommodations, and public safety as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the engineer.

Sidewalk( 4" PCC)
The contract price paid per square foot for° Sidewalk ( 4" PCC)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in the construction of Sidewalk ( 4" PCC), complete in place, including all watering, trenching, excavation, grading, relocation of irrigation systems as required, root pruning and removal of offensive tree roots, aggregate base backfill, compacting, bar reinforcing steel, integral curbs, concrete forming and curing, tree planters disposal of excess materials, 41 APPROVED
Packet Pg. 553 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation pedestrian accommodation, public safety, and all specific items shown on the plans, specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Replace Manhole Frame and Cover( SD)
The Contractor shall replace storm drain manhole frame and covers as shown on the plans and per City of Redding Construction Standards page 264. 00 and 264. 10.

The contract unit price paid for " Repiace Manhole Frame and Cover ( SD)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in replacing manhole frame and cover complete in place as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Replace Manhole Frame and Cover( SS)
The Contractor shall replace sanitary sewer manhole frame and covers as shown on the plans and per City of Redding Construction Standards page 364. 20 and 364. 30.

The contract unit price paid for " Replace Manhole Frame and Cover ( SS)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in replacing manhole frame and cover complete in place as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Remove Pavement Marking( Thermoplastic)
All thermoplastic pavement marking shall be removed prior to asphalt concrete or micro surfacing application by grinding. Depth of grind shall be slightly less than the thickness of the marking and the resulting surface shall be left rough for proper asphalt concrete or micro- surfacing adhesion.

The contract price paid per square foot of " Remove Pavement Marking ( Thermoplastic)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing pavement marking including traffic control, clean up, air pollution control, and mobilization, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Remove Traffic Stripe (Thermoplastic)
Traffic stripes measuring 4- inch, 6- inch, and 8- inch wide and pavement markers to be removed shall be removed at the locations shown on the plans and at the locations designated by the Engineer.

TrafFic stripes shall be removed to the fullest extent possible from the pavement by any method that does not materially damage the surface or texture of the pavement or surfacing. Sand or other material deposited on the pavement as a result of removing traffic stripes shall be removed as the work progresses. Accumulations of sand or other material which might interfere with drainage or might constitute a hazard to traffic will not be permitted.

Traffic stripes shall be removed before any change is made in the traffic pattern. 42 APPROVED
Packet Pg. 554 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Remove traffic stripe measuring 4- inch, 6- inch, and 8- inch wide will be measured by the linear foot. Gaps in the broken traffic stripes will not be measured. All paint which is evident in these gaps shall be removed to the fullest extent possible.

The contract price paid per linear foot for " Remove Traffic Stripe ( Thermoplastic)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing traffic stripes, complete in place, to include removal of pavement markers including underlying adhesive, provide temporary pavement delineation, disposal of excess materials, as shown on the plans, specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Pavement Marking ( Thermoplastic)
Attention is directed to Section 314- 4 Application of Traffic Striping and Curb and Pavement Markings of the special provisions and the Standards Specifications.

Pavement Marking( Green - Bike)
Attention is directed to Section 314- 4 Application of Traffic Striping and Curb and Pavement Markings of the special provisions and the Standards Specifications.

Insta1190 mil preformed, fused thermoplastic film high skid, that has intermixed reflective elements with factory installed crushed class or aggregate on the surface in the locations shown on the plans. The pavement marking material shall be designed to minimize loss of traction for bicyclists.

The pattern of the green colored marking shall be continuous or segmented in a manner that matches the pattern of the associated dashed lines, thus filling in only the areas that are directly between a pair of dashed lines segments, as shown on the plans.

Pavement Marking ( Green - Bike) shall be Ennis- Flint PreMark with Vizigrip or approved equal.

The daytime chromaticity for the green colored marking shall be:
1 2 3 4

X Y X Y X Y X Y

0. 230 0. 754 0. 266 0. 500 0. 367 0. 500 0. 444 0. 555 The daytime luminance factor ( Y) shall be at least 7, but no more than 35.

The nighttime chromaticity for the green colored marking shall be:
1 2 3 4
X Y X Y X Y X y

0. 230 0. 754 0. 336 0. 540 0. 450 0. 500 0. 479 0. 520 43 APPROVED
Packet Pg. 555 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Traffic Stripe ( 4" Thermoplastic), ( 6" Thermoplastic), ( 8" Thermoplastic) Attention is directed to Section 314- 4 Application of Traffic Striping and Curb and Pavement Markings, of the special provisions and the Standard Specifications.

Pavement Marker
The Contractor shall provide and install Pavement Markers in accordance with Caltrans Standard Plans Details A20A thru and A20D and City of Redding Construction Standards 171. 00 and as specified in these special provisions, and as directed by the Engineer.

Pavement markers outside the project limits marred or destroyed by the Contractor' s operations shall be replaced to the satisfaction of the Engineer at no cost to the City of Redding.

The contract unit price paid for "Pavement Marker" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in installing pavement markers, complete in place, as shown on these plans, as specified in these special provisions, and as directed by the Engineer.
lnstall Sign
The distance from the finish grade to the bottom edge of the lowest sign shall be 7 feet where located in pedestrian walkways.

The contract unit price paid for each " Install Sign" shall include full compensation for furnishing all labor, materials, tools, equipment , and incidentals and for doing all the work involved in installing signs complete in place, including all required mounting hardware, sign post and quick- change base per the City of Redding Standards Page 152. 10, excavation, concrete, and providing temporary signage during the transition as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer.

Remove Sign
The contract unit price paid for " Remove Sign" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in removing and disposing of existing signs and posts, including all work necessary to backfill the existing post hole, as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer.

Marker Post
Marker Posts shall be Type K17 Flexible Post by US Reflector or approved equal. The posts shall be white in color with two, white reflective collars. Posts shall be installed with an anchor bolt that screws into a flush mounted metal sleeve, which is bonded into the pavement. The Contractor shall mark the post locations for approval by the Engineer prior to installation.

Marker Post with cycle track sign shall be FlexBollard with Sign Post of Seton or approved equal.

The posts shall be red in color with two, white reflective stripes. Posts shall be installed with an anchor bolt that screws into a flush mounted metal sleeve, which is bonded to the pavement. The Contractor shall mark the post locations for approval by the Engineer prior to installation. 44 APPROVED
Packet Pg. 556 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation The contract unit price paid for " Marker Post" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing marker posts complete in place including all required mounting hardware as shown on the plans, as specified in the Standard Specifications, and these special provisions, and as directed by the Engineer.

Traffic Signal Modifications
Attention is directed to Part 7, Section 700 Materials of these Special Provisions.

Street Light( Standard& LED Luminaire)
The contract unit price paid for " Street Light ( Standard & LED Luminaire)" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in installing the street lights, including foundation standard and luminaire, as set forth on the project plans, complete in place, including all watering, trenching, excavation, aggregate base backfill, concrete forming and curing, disposal of excess materials, trimming of existing trees that will block lighting, all necessary to provide a complete and fully functioning street light as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Pullbox( 2E), ( 3E)
Attention is directed to section 701- 11 of the Standard Specifications.

Conduit( 2" PVC), ( 4" PVC)
Attention is directed to section 701 of the Standard Specifications and these special provisions.

Conductor(# 6)
Attention is directed to section 701 of the Standard Specifications and these special provisions. 45 APPROVED
Packet Pg. 557 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Electric Plans
The project electric plans (sheets 22-26) refer to work to be completed by the "Customer". On this project, the Customer is the City of Redding Public Works Department. Ali work set forth in the electric plans as being completed by Customer shaii be completed by the Contractor as necessary to provide a complete and operational street light system as set forth in the plans, as specified in the Standard Specifications, the City of Redding Construction Standards, these special provisions, and as directed by the Engineer.

Full compensation for interpreting the electric plans and providing the required electric improvements shall be considered as included in the contract price paid for various items of work and no further compensation will be allowed therefor.
46 APPROVED
Packet Pg. 558 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation PART 1 GENERA PROVISIONS
SECTION 1 GENERAL
1- 1 General
The following terms are added:

Wherever in these documents the words " City" or "Agency" appear, it shall be understood to refer to and indicate the City of Redding, a general law city, existing under and by virtue of the laws of the State of California.

Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended or if delivered at or sent by registered mail to the last business address known to him who gives the notice."
1- 2 Terms and Definitions
Definitions are amended or added as follows:

1. Bid Guaranty—The cash, cashier's check, certified check, or bidder' s bond accompanying the Bid as a guaranty that the Bidder will enter into a contract with the Agency for the performance of the work.

2. Board, Council, and Agency— The officer or body constituting the awarding authority of the Agency.

3. City, Contractor, and Engineer- The City, Contractor, and Engineer are those as defined in the Standard Specifications. They are treated throughout the contract document as if each were of the singular number and masculine gender.

4. Date of Execution of the Contract — The date on which the Contract is signed by the Agency's authorized representative.

5. Plans — The drawings, profiles, cross sections, working drawings and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Plans may either be bound in the same book as the Specifications or bound in separate sets, and are part of the Contract Documents regardless of the method of binding.

6. Standard Specifications — Standard Specifications for Public Works Construction SSPWC) the " Greenbook," 2021 Edition and current supplements as amended, prepared by the Southern California Chapter American Public Works Association, and the Southern California Districts, Associated General Contractors of California. 47 APPROVED
Packet Pg. 559 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 1- 6 BIDDING AND SUBMISSION OF THE BID
1- 6. 1 General
Add the following paragraph:

When an item of work is designated as ( S) in the Bid or Proposal, the estimated quantity for that item of work shall be designated as a " Specialty Item." 1- 7 AWARD AND EXECUTION OF THE CONTRACT
1- 7. 1. 1 Acceptance or Rejection of Proposals
The City reserves the right to reject any and all proposals. Without limiting the generality of the foregoing, any proposal which is incomplete, iilegible, or irregular may be rejected; any proposal having erasures or corrections in the price sheet may be rejected; any proposal in which the unit price is omitted or in which the unit price is obviously unbalanced may be rejected; any proposal accompanied by an insufficient or irregular bid security may be rejected. 1- 7. 1. 2 Forfeiture of Proposal Guaranty
If a bidder should, after being awarded the contract, fail to execute the contract and furnish the necessary bonds, certifications, and insurance in the manner and within the time provided in these specifications, the bid security shall be forfeited to the City as liquidated damages, and the award of the contract shall be annulled.
1- 7. 1. 3Return of Proposal Guaranties
All securities will be returned except that of the successful bidder and that of the next lowest bidders up to four( 4), which the City will hold until the contract documents have been executed and the required contract bonds and insurance have been submitted by the successful bidders and accepted by the City or until bids are rejected.
1- 7. 1. 4 Award of Contract
Any contract awarded will be to the lowest responsible bidder who submits a responsive bid. Any award will be made within 90 days after the opening of the proposals. The period of time specified above within which the award of contract may be made shall be subject to extension. All bidders who submitted a bid that was not rejected will be asked to extend their bids.

All bids will be compared on the basis of the Engineer' s estimate of the quantites of work to be done.

1. 7. 1. 5 Execution of Contract
The contract in form and content satisfactory to the City shall be executed by the bidder to whom the contract is awarded and returned, together with all required bonds, policies, and certificates, within 10 days, ( not including Sundays and legal holidays), after award of the contract. No proposals shall be considered binding on the City until the contract has been executed by all parties thereto.
48 APPROVED
Packet Pg. 560 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 1- 7. 1. 6 Early Start of Work
The Contractor may start job site activities before receiving notice of Contract approval under the following conditions;

1. Submit the contract, bonds, and insurance listed in 1- 7. 1. 5, Execution of Contract.

2. Provide a letter to the City with at least 72- hour notice requesting an early start of work.

3. Request and obtain an encroachment permit from the City.

4. Receive written approval from the City Engineer to start work.

5. Perform work at your own risk.

6. If the Contract is approved, work already performed that complies with the Contract is authorized.

7. If the Contract is not approved, the Contractor shall leave the job site in a neat condition, restore the site or facility to its former condition or equal. The City will not pay for this work.

8. The City does not adjust working days for work performed before Contract approval.

9. Ground disturbing/job site activities are still subject to the requirements of the Water Pollution Control Plan or Storm Water Pollution Prevention Plan. 1- 7. 2 Contract Bonds
Delete this section in its entirety and add the following:

Before execution of the Contract by the Agency, the Bidder shall file with the Agency surety bonds satisfactory to the Agency in the amounts and for the purposes noted below. Bonds shall be duly executed by a responsible corporate surety, authorized to issue such bonds in the State of California shall be issued by a surety who is listed in the latest revision of the U. S.

Department of Treasury Circular 570, is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract. The Bidder shall pay all bond premiums, costs, and incidentals.

Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the surety shall be notarized.

The Bidder shall provide two good and sufficient surety bonds. The" Payment Bond" ( Material and Labor Bond) shall be for not less than 100 percent of the contract price, to satisfy claims of material suppliers and of inechanics and laborers employed by it on the work. The bond shall be maintained by the Contractor in full force and effect until the Work is accepted by the Agency, and until all claims for materials and labor are paid, and shall otherwise comply with the Civil Code.

The " Performance Bond" shall be for 100 percent of the contract price to guarantee faithful performance of all work, within the time prescribed, in a manner satisfactory to the Agency, and that all materials and workmanship will be free from original or developed defects. In 49 APPROVED
Packet Pg. 561 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation addition, the Performance Bond shall include a one- year Maintenance Bond which shall begin upon acceptance of the Work. The amount of the Maintenance Bond shall be for 50 percent of the final contract price. The Maintenance Bond shall be submitted on the form contained in these specifications or on a form which conforms to it prior to release of final payment ( less retention) for the work.

Should any bond become insufficient, the Contractor shall renew the bond within ten ( 10) days after receiving notice from the Agency.

Should any Surety at any time be unsatisfactory to the Agency, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the Contract until a new Surety shall qualify and be accepted by the Agency.

Changes in the Work, or extensions of time, made pursuant to the contract, shall in no way release the Contractor or Surety from their obligations. Notice of such changes or extensions shall be waived by the Surety."
SECTION 2 SCOPE OF WORK
2- 2 PERMITS
Add the following paragraph( s):

The Contractor and any subcontractor working under the Contractor shall obtain a City business license prior to doing any work on a job site in the City. It shall be the responsibility of the Contractor, who is signature to the Contract, to notify their subcontractor(s) to abide to this requirement. In the event a required business license is not obtained, the City shall give the Contractor written notice of 10 days to correct the deficiency. In the event the business license( s) is not obtained, the City shall withhold the estimated cost of the license( s) from the next payment to the Contractor until the license is obtained. If during the course of construction a City business license expires and the Contractor or subcontractor continues to work, these same provisions will apply."
The City of Redding has obtained an encroachment permit ( No. 0223- NSN- 0345) from Caltrans. The Contractor shall be responsible for obtaining a double encroachment permit from Caltrans at a cost of$ 164. The Contractor shall also be responsible for meeting with Caltrans staff to go over all the requirements prior to start of construction. The Contractor shall familiarize himself with the permit requirements and shall be responsible for the implementation of all permit conditions.

Environmental Compliance
The Contractor' s activities on this project are subject to certain environmental compliance limitations. The City has obtained or adopted permits, agreements, approvals, and/ or other environmental documentation ( Permits) for the project that are binding on the Contractor and affect the Contractor' s work. Such Permits include:

1. The project includes pre- construction biological survey areas. If vegetation removal or construction occurs during the nesting season for migratory birds or raptors February 1 and August 31), the Contractor will hire a qualified biologist to conduct pre-construction surveys for nesting birds.
50 APPROVED
Packet Pg. 562 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation The Contractor shall be fully aware of the Permits and shall be responsible for constructing the project in compliance with all provisions of the Permits, and those applicable measures contained in the Permits reasonably pertaining to construction of the project as indicated below in ENVIRONMENTAL COMPLIANCE. Proposed changes to the Permits shall be submitted to the Engineer for transmittal to the appropriate approving authority. Changes shall not be implemented until approved in writing by the Engineer. All changes shall be fully binding on the Contractor.

Contractor shall be responsible for penalties assessed or levied on the Contractor or the City of Redding as a result of the Contractor' s failure to comply with applicable provisions and measures of the Permits.

Modifications made as a result of the Contractor' s non- compliance with the conditions of the Permits shall not be cause for additional compensation to the Contractor. The provisions of this section shall be made a part of every subcontract executed pursuant to this contract.

Days when the Contractor' s operations are restricted by the requirements of this section shall not be considered to be non- working days. No time extensions shall be granted as a result of the restrictions of this section.

Contract Environmental Manager
The Contractor shall designate a Contractor Environmental Manager ( CEM) to coordinate, manage, and ensure implementation of all environmental related measures as required by environmental permits and these Specifications. The CEM will be located at the project site and available for coordination with the City as necessary to ensure compliance with these Specifications. The CEM shall monitor the Contractor' s activities and have the authority to implement or cause implementation of ineasures necessary to ensure compliance with these Specifications. The CEM may be assigned other duties and responsibilities by the Contractor as desired.

Environmental Compliance

1. The construction related conditions in the Permits and Agreements shall be implemented by the Contractor including pre- construction notifications, meetings, trainings, surveys, ESA fence installation, or post- construction notifications and reporting.

2. If vegetation removal or construction activities will occur between February 1 and August 31, a Contractor supplied Biologist shall conduct a preconstruction survey within 7 days of construction activities beginning ( including mobilization). If construction activities cease for a period greater than 7 days, additional preconstruction surveys will be required.

3. If nesting birds or raptors are found, the Biologist and Contractor must contact the City Resident Engineer and the City Environmental Compliance Manager. The City will consult with CDFW. An appropriate buffer, as determined by CDFW will be placed around the nest until the young have fledged.

4. Resource agency representatives shall have the right to enter the Project site at any time.

5. If human remains are discovered during project activities, all work will stop in the vicinity of the find and both the City and the Shasta County Coroner' s Office shall be notified. 51 APPROVED
Packet Pg. 563 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Treatment of the remains shall be conducted in accordance with the direction of the Coroner and/ or the Native American Heritage Commission, as appropriate.

6. Staging and storage areas for equipment, materials, fuels, lubricants and solvents along with all maintenance and re-fueling activities for all machinery and equipment shall be no less than fifty ( 50) feet away from any watercourse ( drainage, ditch, creek, stream, or river).

7. Any equipment or vehicles driven and/ or operated within or adjacent to a watercourse shall be checked and maintained daily to prevent leaks or materials that could be deleterious to aquatic and terrestrial life or riparian habitat.

8. Stationary equipment such as motors, pumps, generators, and welders, located within or adjacent to a watercourse shall be positioned over drip pans.

9. All activities performed in or near a watercourse shall have absorbent materials designated for spill containment and clean- up activities on- site for use in an accidental spill. The Contractor shall immediately notify the Engineer and the California Emergency Management Agency at 1- 800- 852- 7550 and immediately initiate the clean- up activities.

CDFW shall be notified by the Contractor and consulted regarding clean- up procedures.

10. The Contractor shall prevent the discharge of sediment, and/ or muddy, turbid, or silt-laden waters, resulting from the project, into any watercourse. Where necessary to prevent such discharge, the Contractor shall properly install and maintain sediment barriers ( including but not limited to filter fabric fencing, fiber mats, rice straw or fiber waffles or rolls) capable of preventing downstream sedimentation/ turbidity. Said devices shall be cleaned of all trapped sediment as necessary to maintain proper function. Recovered sediment shall be disposed of where it shall not return to the watercourse. Said devices shall be completely removed from the channel, along with all temporary fills, upon completion of operations.

11. Best management practices ( BMPs) for erosion, sediment, turbidity and pollutant control shall be implemented and in place at commencement of, during, and after any ground clearing activities, construction activities, or any other project activities that could result in erosion, sediment, or other pollutant discharges to waters. An effective combination of erosion and sediment control BMPs shall be implemented year round, regardless of season or time of year.

12. Groundwater and subsurface flow encountered during excavation shall be pumped to a natural or excavated settling basin on stable soil. The settling basin shall not be allowed to drain to or be pumped to any watercourse until the stored water is less turbid than the stream flow into which it is released.

13. Exposed soils and materials stockpiles that are exposed by project operations shall be adequately stabilized when there is a 50 percent chance of rainfall forecast by the National Weather Service during construction, and immediately upon completion of construction, to prevent the mobilization of pollutants and sediment off- site. National Weather Service forecasts for the City of Redding shall be monitored by the Contractor to determine the chance of precipitation.

14. Water discharged as a result of pipeline pressure testing, dewatering, or other means shall be free of all contaminants, pollutants, and chemicals. In no case shall such water be discharged to streams, ditches, storm drains, or other waterways or areas whereby the 52 APPROVED
Packet Pg. 564 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation water eventually discharges over the surface of the ground to such areas without the prior written consent of the Engineer.

15. All open trenches shall be covered with steel plates or restored to original surface conditions at the end of each day.

16. Excavated trench materials shall not be placed or stored on any paved streets, gutters, or sidewalks.

Definitions
Cementitious Materials: Any substance containing concrete, cement, grout, or related materials, in either it' s cured, wet, or dry form, including discharge water when its pH has been altered due to contact with such substances.

Contractor Environmental Manager ( CEM): The Contractor' s designated representative that shall coordinate, manage, and ensure implementation of all environmental related measures as required by the Permits and these Specifications.

Environmental Sensitive Area ( ESA): That area delineated by the plans, specifications, Permits, or on the project site, that must be protected and avoided during construction, including protection from pollutant laden construction- or storm-water run-off. No access shall be allowed unless approved by the Engineer.

Riparian Vegetation: That specific vegetation community growing along and within the corridors of creeks, streams, rivers, lakes, and other aquatic habitats, including their floodplain, which is typically affected by the hydrology and wet soil conditions.

Stormwater Pollution Prevention Plan ( SWPPP): The stormwater pollution prevention plan is a contractor prepared document required by the State Water Resources Control Board, Statewide National Pollutant Discharge Elimination System ( NPDES) Construction General Permit, Water Quality Order 2009- 0009- DWQ for storm water and non- storm water discharges associated with construction activities. The SWPPP shall be prepared pursuant to these specifications.

Watercourse: Drainage Channel, Creek, Stream Channel, Stream Banks, Banks, Stream, Stream Course, Streambed, Creek, Creek Bed, Bed and Bank, Ordinary High Water Mark, High Water Mark, Active Stream Channel.

Water Pollution Control Plan ( WPCP): The water pollution control plan is a contractor prepared document required by the City of Redding pursuant to the State Water Resources Control Board, Statewide National Pollutant Discharge Elimination System ( NPDES) MS4 General Permit, No. CAS000004 for storm water and non- storm water discharges associated with construction activities. The WPCP shall be prepared pursuant to these specifications.

Waters of the State, Waters of the U. S.: Any surface water or groundwater, or areas that hold such waters, including saline waters, within the boundaries of the state.

Work Boundary: Environmental Study Limits, Construction Limits, Project Work Limits: That area delineated by the plans, specifications, approvals, or on the project site, in which all work must be completed. No work is allowed outside of this limit without the written approval of the Engineer.
53 APPROVED
Packet Pg. 565 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 2- 10 DISPUTED WORK
Delete the first paragraph in its entirety and replace with the following:

In accordance with Public Contract Code Section 9204 the following shall appiy to any claim by Contractor:

Claim" means a separate demand by a contractor, which inciudes any of the following. 1) a time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City, ( 2) payment by the City of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, 3) payment of the amount that is disputed by the City.

Upon receipt of a claim sent by registered mail or certified mail with return receipt requested, the City will conduct a review of the claim and, within a period not to exceed 45 days, will provide a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, the City and Contractor may, by mutual agreement, extend the time period provided in this subdivision.

The Contractor shall furnish reasonable documentation to support the claim.

Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement.

If the Contractor disputes the City' s written response, or if the City fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute.

Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.

Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement. Any disputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the claimant sharing the associated costs equally. The City and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim.

Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If inediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.

For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the time frames in this section. 54 APPROVED
Packet Pg. 566 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Unless otherwise agreed to by the City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contractor Code Section 20104. 4 to mediate after litigation has been commenced.

This section does not preclude the City from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if inediation under this section does not resolve the parties' dispute.

Failure by the City to respond to a claim from a Contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the City' s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.

Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.

If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against the City because privity of contract does not exist, the Contractor may present to the City a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the Contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the City shall furnish reasonable documentation to support the clam. Within 45 days of receipt of this written request, the Contractor shall notify the subcontractor in writing as to whether the Contractor presented the claim to the City and, if the original Contractor did not present the claim, provided the subcontractor with a statement of the reasons for not having done so.

A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that ( 1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and ( 2) the City may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the time frames and procedures set forth in this section."
The second paragraph of Section 2- 10 is amended to read:

Although not to be construed as proceeding under extra work provisions, the Contractor shall keep records of Disputed Work in accordance with Section 7- 4, and shall furnish the records to the Agency by the close of the next working day following each date that the Disputed Work is performed. Failure to create and maintain the required records will operate as a waiver of the Disputed Work claim. Failure to present the records to the Agency in the time required herein shall operate as a waiver of the Disputed Work claim for each date that the records are not timely presented."
55 APPROVED
Packet Pg. 567 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation SECTION 3 CONTRO OF THE WORK
3- 3 SUBCONTRACTORS
The second paragraph is amended to read:
before work starts, the Contractor shall submit to the Engineer for approval a Subcontracting Request form listing the name, business address, contractor license number, Department of Industrial Relations Public Works Contractor Registration Number, and a description and value of each portion of Work..."
3- 5 INSPECTION
Add the following paragraph:

The City will not make inspections on weekends, holidays, or outside the normal work hours of 7 a. m. to 5 p. m. except when agreed to by the Engineer. At the Engineer' s direction compensation may be demanded of the Contractor if overtime inspections are required withheld from monies due the Contractor)."
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 " Signal, Lighting, and Electrical Systems."
3- 8 SUBMITTALS
3- 8. 4 Supporting Information
Delete Item M and add the following:
m) Data, including, but not limited to, make model, serial number, manufacturer, catalog sheets, manufacturer' s brochures, technical bulletins, and other information necessary to describe a system, product or item. The City will furnish the Contractor with electronic spreadsheet forms ( Microsoft Excel) to be completed and submitted to the Engineer. This information is required for motors, instruments, electrical equipment and panels, valves, and pumps as specified in the technical specifications, shown on the plans, directed by the Engineer or these Special Provisions.
n) Operations and Maintenance ( O& M) manuals shall be furnished as specified in the technical specifications and these Special Provisions. The Contractor shall furnish an electronic Adobe Acrobat (pdf) copy of the O& M manual. o) Training shall be provided as specified in the technical specifications and these special provisions. Where applicable the Contractor shall provide video training electronically. 3- 10 SURVEY
3- 10. 1 General
Add the following:

The Contractor' s attention is directed to Section 400- 2, Permanent Survey Markers." 56 APPROVED
Packet Pg. 568 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 3- 12 WORK SITE MAINTENANCE
3- 12. 6 Water Pollution Control
Delete sections 3- 12.6. 1 through 3- 12. 6. 3 in their entirety and replace with following:

Prior to any construction activity, the Contractor shall prepare, submit, and obtain approval of a Water Pollution Control Plan ( WPCP) that addresses both temporary and permanent erosion control Best Management Practices ( BMPs) for stormwater and non- stormwater discharges associated with construction activities. Approval of the WPCP shall not relieve the Contractor of any liability for violations of State or Federal law relating to water pollution. The Contractor shall maintain copies of the WPCP at the project site and it shall be available during construction.

The Contractor shall know and fully comply with applicable provisions of all Federal, State, and local regulations and requirements that govern the Contractor' s operations and stormwater and non- stormwater discharges from both the project site and areas of disturbance outside the project limits during construction.

The WPCP shall address stormwater and non- stormwater discharges from areas immediately outside the project site which are directly related to construction activities for this contract including, but not limited to, asphalt batch plants, material borrow areas, concrete plants, staging areas, storage yards, and access roads. The Contractor shall implement, inspect, and maintain the required water pollution control practices. Installing, inspecting, and maintaining water pollution control practices in areas outside the right-of-way not specifically arranged and provided for by the City of Redding for the execution of this contract, will not be paid for.

The Contractor shall be responsible for penalties assessed or levied on the Contractor or the City of Redding as a result of the Contractor' s failure to comply with the provisions in this section "Water Pollution Control" including, but not limited to, compliance with the applicable provisions of Federal, State, and local regulations and requirements as set forth therein.

Penalties as used in this section, " Water Pollution Control," shall include fines, penalties, and damages, whether proposed, assessed, or levied against the City of Redding or the Contractor, including those levied under the Federal Clean Water Act, State Fish & Game Code, and the State Porter- Cologne Water Quality Control Act, by governmental agencies or as a result of citizen suits. Penalties shall also include payments made or costs incurred due to stop work orders, work suspension, scheduled days, and/ or Contractor delays or in settlement for alleged violations of applicable laws, regulations, or requirements. Costs incurred could include sums spent instead of penalties, due to agency or City imposed mitigation or to remediate or correct violations, or damages resulting from stop work orders, work suspension, or scheduled delays.

Retention of Funds
Notwithstanding any other remedies authorized by law, the City of Redding may retain money due the Contractor under the contract, in an amount determined by the City of Redding, up to and including the entire amount of Penalties proposed, assessed, or levied as a result of the Contractor' s violation of Federal or State law, regulations, or requirements. Funds may be retained by the City of Redding until final disposition has been made as to the Penalties. The 57 APPROVED
Packet Pg. 569 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Contractor shall remain liable for the full amount of Penalties until such time as they are finally resolved with the entity seeking the Penalties.

Retention of funds for failure to conform to the provisions in this section, " Water Pollution Control," shall be in addition to the other retention amounts required by the contract. The amounts retained for the Contractor' s failure to conform to provisions in this section will be released for payment on the next monthly estimates for partial payment following the date when an approved WPCP has been implemented and maintained, and when water pollution has been adequately controlled, as determined by the Engineer.

When the City or a regulatory agency identifies a failure to comply with Federal, State, or local requirements, the City will retain money due the Contractor, in the amount of 10 percent of the work done to date or any fine whichever is greater. This amount is in addition to the retention specified in Section 7- 3. 2, Partial and Final Payment, subject to the following: the City will give the Contractor written notice of the City' s intent to retain funds from partial payments which may become due to the Contractor prior to recording of the Notice of Completion.

During the first estimate period that the Contractor fails to conform to the provisions in this section, " Water Pollution Control," the City of Redding may retain an amount equal to 25 percent of the estimated value of the contract work performed.

The Contractor shall notify the Engineer immediately upon request from the regulatory agencies to enter, inspect, sample, monitor, or otherwise access the project site or the Contractor' s records pertaining to water pollution control work. The Contractor and the City of Redding shall provide copies of correspondence, notices of violation, enforcement actions, or proposed fines by regulatory agencies to the requesting regulatory agency.

Water Pollution Control Plan Preparation and Approval
As part of the water pollution control work, a WPCP is required for this contract. The WPCP shall conform to the provisions in this section, " Water Pollution Control." Upon the Engineer' s approval of the WPCP, the WPCP shall be considered to fulfill the provisions in this section, Prepare Water Pollution Control Plan."
No work having potential to cause water pollution, shall be performed until the WPCP has been approved by the Engineer. Approval shall not constitute a finding that the WPCP complies with applicable federal, state, and local laws, regulations, permits, and requirements, nor does approval supersede the requirements and provisions of these special provisions or any other federal, state, or local regulations or permit in the event of a conflict.

The WPCP shall be prepared by a Qualified Stormwater Pollution Prevention Plan ( SWPPP) Developer ( QSD), a registered Civil Engineer experienced in erosion control, or a certified professional Erosion and Sediment Control Specialist. Implementation, monitoring, and maintenance of BMPs shall be by or under the supervision of same. The WPCP should be commensurate with the size, timing, duration, location, and scope of the project. It shall address stormwater run- off and run- on for all disturbed and affected areas of construction, including temporary and permanent measures.

The WPCP shall be submitted to the Engineer for review and approval within 7 calendar days of the Notice to Proceed date. The Contractor shall submit three ( 3) copies of the draft WPCP to the Engineer. The Engineer will have 5 working days to review the WPCP. If revisions are 58 APPROVED
Packet Pg. 570 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation required, as determined by the Engineer, the Contractor shall revise and resubmit the WPCP within 5 working days of receipt of the Engineer' s comments. The Engineer will have 5 working days to review the revisions. Upon the Engineer' s approval of the WPCP four approved hard copies and one electronic copy of the WPCP shall be submitted to the Engineer. No ground disturbing work shall occur until the WPCP has been approved by the Engineer.

The WPCP shall apply to the areas within and outside of the right- of-way directly related to all construction activities including, but not limited to, material borrow or disposal areas, staging areas, storage yards, and access roads, including those on- site areas developed by the Contractor with third parties for use during the project.

The requirements described herein are considered minimum requirements to satisfy the City of Redding erosion control standards. All BMPs shall be designed, installed, maintained, and otherwise managed pursuant to the provisions set forth in the most recent revision of the California Department of Transportation ( Caltrans) Stormwater Quality Handbook, Construction Site BMP Manual, or the most recent revision of the California Stormwater Quality Association ( CASQA), California Stormwater PMP Handbook for Construction. The Contractor may recommend equivalent erosion control applications that provide equal or better perFormance for consideration and approval by the Engineer. Approval of the WPCP by the City shall not relieve the Contractor of any liability for violations of state or federal water pollution control laws, Clean Water Act, Porter-Cologne Water Quality Control Act, Federal Endangered Species Act, State Fish and Wildlife Code, and other applicable laws and regulations. Attention is directed to Sections 5- 1, aws and Regulations, and 5- 4, Insurance of the Standard Specifications and these special provisions.

The WPCP shall incorporate water pollution control practices in the following categories:

A. Soil stabilization.

B. Sediment control.

C. Wind erosion control.

D. Tracking control.

E. Non- stormwater management.

F. Waste management and materials pollution control.

The Contractor shall develop a Water Pollution Control Schedule that describes the timing of grading or other work activities that could affect water pollution. The Water Pollution Control Schedule shall be updated by the Contractor to reflect changes in the Contractor' s operations that would affect the necessary implementation of water pollution control practices.

Water pollution control practices shall include both Contractor- selected water pollution control practices from the WPCP and the " Project- Specific Minimum Requirements" identified in the Water Pollution Control Cost Break- Down of this section.

The Contractor shall incorporate water pollution control practices into the WPCP as defined in the CASQA or Caltrans handbooks. Water pollution control practices shall include Contractor- selected water pollution control practices and " Project- Specific Minimum Requirements" identified in the Water Pollution Control Cost Break- Down of this section.

The Contractor shall prepare an amendment to the WPCP such as when there is a change in construction activities or operations which may affect the discharge of pollutants to surface waters, ground waters, or storm drain systems; when the Contractor' s activities or operations 59 APPROVED
Packet Pg. 571 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation violate a condition of these Specifications; when there is a change in the schedule that affects the discharge of pollutants; or when directed by the Engineer. Amendments shall identify additional water pollution controi practices or revised operations, including those areas or operations not identified in the initially approved WPCP. Amendments to the WPCP shall be prepared and submitted for review and approval within the time approved by the Engineer.

The Contractor shall keep one copy of the approved WPCP and approved amendments at the project site. The WPCP shall be made available upon request by regulatory resource agency personnel. Requests by the public shall be directed by the Engineer.

Cost Break- down
The Contractor shall include a Water Pollution Control Cost Break- Down in the WPCP which itemizes the contract lump sum price for water pollution control work. The Contractor shall use the Water Pollution Control Cost Break- Down provided in this section as the basis for the cost break- down submitted with the WPCP. The Contractor shall use the Water Pollution Control Cost Break- Down to identify items, quantities and non- adjustable values for water pollution control work, excluding water pollution control practices for which there are separate bid items. The Contractor shall be responsible for the accuracy of the quantities and nonadjustable values used in the cost break- down submitted with the WPCP. Payment for the item of " Prepare Water Pollution Control Plan" will not be made until the Water Pollution Control Cost Break- Down is approved by the Engineer.

Line items indicated in the Water Pollution Control Cost Break- Down with a specified Estimated Quantity shall be considered " Project- Specific Minimum Requirements." The Contractor shall incorporate Project- Specific Minimum Requirements with the Contractordesignated quantities and values into the Water Pollution Control Cost Break- Down submitted with the WPCP. Line items with estimated quantities can be increased, if desired, by the Contractor. In the Water Pollution Control Cost Break- Down submitted with the WPCP, the Contractor shall list only those water pollution control practices selected for the project, including quantities and non- adjustable values required to complete the work for those items.

The sum of the amounts for the items of work listed in the Water Pollution Control Cost BreakDown shall be equal to the contract lump sum price bid for " Water Pollution Control." Water pollution control practices listed as separate bid items shall not be included in the contract lump sum amount. Overhead and profit shall be included in the individual items listed in the cost break- down.

WATER POLLUTION CONTROL COST BREAK- DOWN
Contract No.

Item Description Unit
Estimated
Value Amount
Quantit
Erosion Control ( Temporary) Acre
Erosion Control ( Permanent) Acre
Straw Mulch Acre
Compost Blanket SQYD
60 APPROVED
Packet Pg. 572 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

WATER POLLUTION CONTROL COST BREAK- DOWN
Contract No.

Item Description Unit
Estimated
Value Amount
Quantit
Geotextiles, Plastic Covers & Erosion
SQYD
Control Blankets/ Mats
Wood Mulching SQYD
Earth Dikes/ Drainage Swales & Lined
LF
Ditches
Outlet Protection/ Velocity Dissipation
EA
Devices
Slope Drains EA
Silt Fence F
Desilting Basin EA
Sediment Trap EA
Gravel Check Dam Ton
Fiber Rolls LF
Compost Sock ( 8") LF
Compost Sock ( 12") LF
Gravel Bag Berm LF
Street Sweeping and Vacuuming LS
Sandbag Barrier F
Straw Bale Barrier F
Storm Drain Inlet Protection EA
Wind Erosion Control S
Stabilized Construction Entrance/ Exit EA
Stabilized Construction Roadway EA
Entrance/ Outlet Tire Wash EA
Water Conservation Practices LS
Dewatering Operations EA
Paving and Grinding Operations LS
Temporary Stream Crossing EA
Clear Water Diversion EA
61 APPROVED
Packet Pg. 573 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

WATER POLLUTION CONTROL COST BREAK- DOWN
Contract No.

Item Description Unit
Estimated
Value Amount
Quantit
Illicit Connection/ Illegal Discharge
S
Detection and Re ortin
Potable Water/ Irrigation S
Vehicle and Equipment Cleaning S
Vehicle and Equipment Fueling S
Vehicle and Equipment Maintenance S
Material Delivery and Storage S
Material Use LS
Stockpile Management LS
Spill Prevention and Control LS
Solid Waste Management LS
Hazardous Waste Management LS
Contaminated Soil Management LS
Concrete Waste Management S
Sanitary/Septic Waste Management S
Liquid Waste Management S
Total
No adjustment in compensation will be made to the contract lump sum price paid for "Water Pollution Control" due to differences between the quantities shown in the approved cost breakdown and the quantities required to complete the work as shown on the approved WPCP. No adjustment in compensation will be made for ordered changes to correct WPCP work resulting from the Contractor' s own operations or from the Contractor' s negligence.

The approved cost break-down will be used to determine partial payments during the progress of the work and as the basis for calculating the adjustment in compensation for the item of Water Pollution" Control due to increases or decreases of quantities ordered by the Engineer.

When an ordered change increases or decreases the quantities of an approved cost breakdown item, the adjustment in compensation will be determined in the same manner specified for increases and decreases in the quantity of a contract item of work in conformance with the provisions of Section 2, " Scope of Work," of the Standard Specifications. If an ordered change requires a new item which is not on the approved cost break- down, the adjustment in compensation will be determined in the same manner specified for extra work in conformance with Section 7- 4, " Extra Work," of the Standard Specifications. 62 APPROVED
Packet Pg. 574 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation WPCP Implementation
If there is a discrepancy between the WPCP and these special provisions, the special provisions shall supersede. Unless otherwise specified, upon approval of the WPCP, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting, maintaining, replacing, removing, and disposing of temporary water pollution control practices, and installing, constructing, inspecting, maintaining, and replacing permanent water pollution control practices specified in the WPCP, including amendments.

The duration of work includes that time period between initial mobilization to the site and acceptance of the work. Unless otherwise directed by the Engineer, the Contractor' s responsibility for WPCP implementation shall continue throughout temporary suspensions of work. Requirements for installation, construction, inspection, maintenance, replacement, removal, and disposal of water pollution control practices shall conform to the requirements in these special provisions and to project permits.

Installing, inspecting, and maintaining water-pollution control practices on areas outside the right- of-way ( or designated work area) not specifically arranged and provided for by the City of Redding for the execution of this contract, will not be paid for.

If the Contractor or the Engineer identifies a deficiency in the implementation of the approved WPCP or amendments, the deficiency shall be corrected immediately unless requested by the Contractor and approved by the Engineer in writing, but shall be corrected prior to the onset of precipitation. If the Contractor fails to correct the identified deficiency by the date agreed or prior to the onset of precipitation, the project shall be in nonconformance with this section, " Water Pollution Control."
If the Contractor fails to conform to the provisions of this section, the Engineer may order the suspension of construction operations and/ or may hire a third party to correct the deficiency.

All costs associated with such work will be deducted from the Contractor' s retention.

Year- Round Implementation Requirements
Implementation of water pollution control practices may vary by season. The Contractor shall have a year-round program for implementing, inspecting, and maintaining water pollution control practices for wind erosion control, tracking control, non- stormwater management, and waste management and materials pollution control.

The National Weather Service weather forecast shall be monitored and used by the Contractor on a daily basis. If 50 percent or greater precipitation is predicted, the necessary water pollution control practices shall be deployed prior to the onset of the precipitation. If there is less than a 50 percent chance of precipitation, the Contractor shall still be responsible for ensuring the project site does not result in a discharge of pollutants off- site. Regardless of the chances of precipitation, the Contractor shall allow adequate time to properly install all required BMPs prior to precipitation.

Disturbed soil areas shall be considered active whenever the soil disturbing activities have occurred, continue to occur, or will occur during the ensuing 14 days. Non- active areas shall be stabilized with water pollution control practices within 14 days of cessation of soil disturbing activities or prior to the onset of precipitation, whichever occurs first. 63 APPROVED
Packet Pg. 575 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Maintenance
To ensure the proper implementation and functioning of water pollution control practices, the Contractor shall regularly inspect and maintain all water pollution control practices identified in the WPCP. The construction site shall be inspected by the Contractor as follows:

A. Prior to a forecast storm.

B. After a precipitation event which causes site runoff.

C. At 24- hour intervals during extended precipitation events.

D. Routinely, a minimum of once every two weeks.

The Contractor shall use a Stormwater Quality Construction Site Inspection Checklist approved by the Engineer. One copy of each site inspection record shall be submitted to the Engineer within 24 hours of completing the inspection.

Report of Discharges, Notices, or Orders
If the Contractor identifies discharges from the project site, regardless of source, in a manner causing, or potentially causing, a condition of pollution in surface waters, or drainage systems, the Contractor shall immediately inform the Engineer. In addition, the Contractor shall submit a written Notice of Discharger report to the Engineer within 24 hours of the discharge event.

The report shall include the following information:

A. The date, time, location, nature of the operation, and type of discharge, including the cause or nature of the notice or order.

B. The water pollution control practices deployed before the discharge event.

C. The date of deployment and type of water pollution control practices deployed after the discharge event, including additional measures installed or planned to remediate and clean- up the discharge, and/or reduce or prevent reoccurrence.

D. An implementation and maintenance schedule for affected water pollution control practices.

Report of First- Time Non- Stormwater Discharge
The Contractor shall notify the Engineer at least 3 days in advance of first-time nonstormwater discharge events. The Contractor shall notify the Engineer of the operations causing non- stormwater discharges and shall obtain field approval for first-time nonstormwater discharges. Non- stormwater discharges shall be monitored at first-time occurrences and routinely thereafter.

If the Contractor receives a written Notice, Order, or other non- compliance action letter from a regulatory agency as a result of stormwater or other discharges from the project site, the Contractor shall immediately notify the Engineer. The Contractor shall be solely responsible for responding to and complying with the Notice, Order, or action letter, unless otherwise directed by the Engineer.

Unless otherwise directed in this Section, the Contractor shall submit for approval, all inspection reports, monitoring reports, action plans, notices, amendments, and other documentation required in these special provisions, to the Engineer within 3 days of their completion. If the documents are not complete and sufficient, the Engineer will return them to the Contractor for resubmittal. The Contractor shall be responsible for submitting complete, 64 APPROVED
Packet Pg. 576 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation accurate, and detailed reporting documents sufficient to satisfy all conditions of these special provisions and any pertinent regulatory agency requirements.

Payment
The contract lump sum price paid for" Prepare Water Pollution Control Plan" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved in developing, preparing, obtaining approval of, revising, and amending the WPCP, and as directed by the Engineer.

No additional payment will be made to correct deficiencies in the approved WPCP or Amendments.

Payments for" Prepare Water Pollution Control Plan" will be made as follows:

A. After the WPCP has been approved by the Engineer, 75 percent of the contract item price for " Prepare Water Pollution Control Plan" or $ 5, 000 whichever is less will be included in the monthly progress payment.

B. The payment for the balance of the contract item price for " Prepare Water Pollution Control Plan" will be made with the final progress payment.

The contract lump sum price paid for" Water Pollution Control" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in water pollution control, complete in place, including implementing the WPCP, installing, constructing, maintaining, removing, and disposing of water pollution control practices, reporting, non- stormwater management, and waste management and materials for water pollution control practices as provided for in the approved WPCP, including amendments, except those for which there is a contract item of work as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

No additional payment will be made for Water Pollution Control Practices necessary to correct deficiencies in the approved WPCP or Amendments.

Water pollution control practices for which there is a contract item of work, will be measured and paid for as that contract item of work.

Payments for" Water Pollution Control" will be made as follows:

A. Monthly progress payments for "Water Pollution Control" will be paid in accordance with Section 7- 2, Lump Sum Work, or at the Engineer's discretion will be based on the monthly project completion percentage.

B. The proposed final estimate payment will include the final balance of payment for this item of work.
65 APPROVED
Packet Pg. 577 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 3- 12. 6.4 Dewatering
Add the following after the second paragraph:

Temporary Wastewater/Discharge
In the event that the Contractor proposes to discharge any groundwater, runoff, or other project required dewatering to the City's wastewater collection system, the Contractor will be required to submit a Temporary Wastewater Discharge Application. The Contractor shall submit the application to the City Industrial Waste Division a minimum of two weeks prior to any temporary discharge into the City sanitary sewer system. The Contractor may be responsible for water sampling prior to discharge if the City determines contamination may exist.

At no time shall the Contractor discharge any groundwater, run- off, potable water, or other non- storm water into the storm drain system, creeks, streams, ditches, or other conveyances whereby the water could enter such areas without obtaining written approval from the Regional Water Quality Control Board and the Engineer. Existing discharge permits obtained by the City of Redding for Water Utility operations shall not be used for this purpose.

The cost for the Temporary Wastewater Discharge Application is as follows:
500 Filing Fee

8. 81/ 1, 000 gallons ( Prices valid through 12/ 31/ 2023) Volume Cost Full compensation for temporary wastewater discharge shall be considered as included in the prices paid for the various contract items of work involving temporary wastewater discharge and no separate payment will be made therefor.
3- 13 COMPLETION, ACCEPTANCE, AND WARRANTY
3- 13. 3 Warranty
Delete the fourth paragraph and add the following:

The Contractor shall repair or replace to the satisfaction of the Engineer any or all such work that may prove defective in workmanship or materials within that period, ordinary wear and tear and unusual abuse or neglect excepted, together with any other work which may be damaged or displaced in so doing.

In the event of failure to comply with the above mentioned conditions within a reasonable time after being so notified in writing, the Engineer is authorized to have the defects repaired and made good at the expense of the Contractor who will pay the costs and charges therefore immediately upon demand.

The signing of the agreement by the Contractor shall constitute execution of the above guaranties. A contract maintenance bond shall remain in full effect during the guaranty period and will not be released until the expiration of such period. Said bond shall be in an amount equal to 50 percent of the final contract price. The Maintenance Bond shall be submitted on the form contained in these specifications or on the form which conforms to it prior to release of final payment ( less retention) for the work."
66 APPROVED
Packet Pg. 578 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation SECTION 4 CONTRO OF MATERIALS
4- 1 GENERA
Add the following sentence to the first paragraph:

If required by the Engineer, the Contractor shall furnish duplicate invoices to the Engineer on all material furnished to the job."
Add the following paragraph:

If the Contractor does not remove such condemned work and materials within a reasonable time, fixed by written notice, the City may remove them and may store the material at the expense of the Contractor. If the Contractor does not pay for the expense of the removal within 10 days written notice, the City may sell such material at auction or at private sale, and may account for the net proceeds thereof, after deducting all the costs and expenses that should have been borne by the Contractor."
4- 1. 2 Protection
Add the following after the first sentence of the first paragraph:

Unless otherwise specifically stated in the special provisions, any existing equipment or material either to be salvaged or reused in the work shall be restored and protected by the Contractor and shall remain the property of the Agency. Equipment shall be removed with care to prevent unnecessary damage."
SECTION 5 LEGAL RELATIONS & RESPONSIBILITIES
5- 1 LAWS AND REGULATIONS
Add the following after the first paragraphs:

Contractor shall post job site notices as prescribed by regulation." Title VI Assurances
During the performance of this Agreement, the Contractor, will ensure that no person is excluded from participating in, denied the benefits of, or otherwise subjected to discrimination under any of its projects, activities, or services and business opportunities on the basis of race, color, national origin, age, sex, or disability as afforded by Title VI of the Civil Rights Act of 1964 and related statutes, as amended. All persons, regardless of their citizenship status, are covered under this regulation.

Equal Employment Opportunity Clause
During the performance of this contract, the Contractor agrees as follows:

1. The Contractor will not discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, medical disability, medical condition, genetic information, 67 APPROVED
Packet Pg. 579 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation marital status, sex, gender, gender identity, gender expression, age, or sexual orientation of such persons. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, sexual orientation, domestic partners, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous spaces, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause.

2. The Contractor will, in all solicitations or advertisement solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, domestic partners, or national origin.

3. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice advising the said labor union or workers' representatives of the Contractor' s commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.

4. The Contractor will comply with all provisions of Executive Order NO. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of abor.

5. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.

6. In the event of the Contractor' s noncompliance with the nondiscrimination clauses of this contract or with any rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part, and the Contractor may be declared ineligible for further City contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order No. 11246 September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.

7. The Contractor will include the portion of the sentence immediately preceding paragraph ( 1) and the provisions of paragraphs( 1) through ( 7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of abor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event the Contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the 68 APPROVED
Packet Pg. 580 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation administering agency, the Contractor may request the City to enter into such litigation to protect the interests of the City."
5- 3 ABOR
5- 3. 2 Prevailing Wage
Add the following paragraphs:

All contractors and subcontractors shall furnish electronic certified payroll records directly to the Labor Commissioner ( aka Division of Labor Standards Enforcement).

The Contractor and its agents shall comply with Sections 1771, 1774- 1776, 1777. 5, 1813, and 1815 of the abor Code.

Attention is directed to Section 1735 of the Labor Code, which reads as follows:

A contractor shall not discriminate in the employment of persons upon public works on any basis listed in subdivision ( a) of Section 12940 of the Government Code, as those bases are defined in Sections 12926 and 12926. 1 of the Government Code, except as otherwise provided in Section 12940 of the Government Code. Every contractor for public works who violates this section is subject to all the penalties imposed for a violation of this chapter."
5- 3. 3 Payroll Records
Add the following paragraph:

When submitting certified payroll, eliminate the social security number. Should the City request certified payrolls with social security numbers, hard copies shall be provided.

Disclaimer:

Electronic submission of information is offered for convenience of the submitting party. When submitting any information electronically, the submitting party agrees and accepts full responsibility for such submission( s), including, but not limited to, any subsequent disclosure by the City, intentional, or otherwise. The City accepts no responsibility or liability for any information submitted electronically."
5- 3. 5 Apprentices
Add the following after the first paragraph:

The provisions in Section 1777. 5 and Section 1777. 6 of the California Labor Code concerning the employment of apprentices shall be complied with by the Contractor or any subcontractor under him.

The responsibility for compliance with this section for all apprenticeship occupations shall rest solely with the prime Contractor.

Compliance with California Labor Code Section 1777. 5 requires all public works contractors and subcontractors to:
69 APPROVED
Packet Pg. 581 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Submit contract award information to the applicable joint apprenticeship committee which shall include an estimate of journeyman hours to be performed under the contract, the number of apprentices to be employed, and the approximate dates the apprentices will be employed.

Employ apprentices on the public work in a ratio to journeymen of no less than one hour of apprentices work for every five hours of labor performed by a journeyman.

Pay the apprentice rate on public works projects only to those apprentices who are registered, as defined in Labor Code Section 3077.

Contribute to the training fund in the amount indicated in the PWR publication for journeymen and apprentices. Contractors who choose not to contribute to the local training trust fund must make their contributions to the California Apprenticeship Council, P. O. Box 420604.

Information relative to apprenticeship standards, wages schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from Sacramento of Division of Apprenticeship Standards, Telephone ( 916) 263- 2877." 5- 4 INSURANCE
Delete Sections 5- 4. 1 through 5- 4.4 in its entirety and replace with following:

Liability Insurance and Auto Insurance
The Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the perFormance of the work hereunder by the Contractor, its agents, representatives, employees or subcontractors.

The Contractor shall furnish the Agency a policy or certificate evidencing liability insurance with original endorsements effecting coverage required by this subsection. The endorsements are to be signed by a person authorized by the insurer to bind coverage on its behalf. All endorsements are to be received and approved by the Agency before work commences.

Notwithstanding any inconsistent statement in the policy or any subsequent endorsement attached thereto, the Agency shall be the insured or named as an additional insured covering the work, whether liability is attributable to the Contractor or the Agency. Except as provided for in Subsection 6- 5, the Agency, its officers, officials, employees, and agents are to be covered as insured for general liability and automobile liability, and contractor's pollution insurance as respects: liability arising out of activities perFormed by or on behalf of the Contractor; with limits of liability indicated below and including coverage no less than the following:
70 APPROVED
Packet Pg. 582 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 1 Premises and operations.
2 Products and completed operations. Completed Operations iability shall be kept in force for one year after the date of final acceptance by the City. 3 Contractual liability insuring the obligations assumed by the Contractor in this contract.
4 Broad form property damage (including completed operations). 5 Fire legal liability, Explosion, Collapse and Underground Nazards. 6 Personal Injury Liability.
7 Independent Contractors.
8 Contractor' s Pollution Insurance.

The coverage shall provide the following minimum scope and limits:

1. Insurance Services Office Commercial General iability coverage ( occurrence form CG 001) in the amount of$ 1, 000, 000 per occurrence for bodily injury, personal injury, and property damage.

2. Insurance Services Office Automobile Liability Code 1 ( any auto) ( form CA 0001, Ed 1/ 87), in the amount of$ 1, 000, 000 per accident for bodily injury and property damage.

3. Course of Construction Insurance providing coverage for all " risks" of loss in the amount of the completed project value.

4. Contractor Pollution Liability, in the amount of$ 1, 000, 000, to include but not limited to coverage for bodily injury, property damage and cleanup arising from pollution conditions created by the Contractor or encountered during work at job site. Coverage must apply to cleanup, damage or injury that occurs on, or that originates from, the site.

Insurance is to be placed with insurers with current A.M. Best' s rating of not less than A-: VII.

Any deductibles or self-insured retentions must be declared to and approved by the Agency.

At the option of the Agency, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the Agency, its officers, officials, employees, and agents; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

All liability policies shall bear an endorsement or shall have attached a rider whereby it is provided that:

1. The Agency, its officers, officials, employees and agents are added as additional insureds.
71 APPROVED
Packet Pg. 583 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

2. For any claims related to this project; the Contractor' s insurance coverage shall be primary insurance as respects the Agency, its officers, officials, employees, and agents shall be excess of the Contractor' s insurance and shall not contribute with it.

3. Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to the Agency, its officers, officials, employees, or agents.

4. The Contractor' s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

5. In the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail return receipt requested, giving a sufficient time before the date thereof to comply with any applicable law or statue but in no event less than 30 days before expiration or cancelation is effective.

Course of construction policies shall bear an endorsement or shall have attached a rider whereby it is provided that:

1. The Agency shall be named loss payee.

2. The insurer shall waive all rights of subrogation against the Agency.

The Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsement of each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein.

Workers' Compensation Insurance
Said certification is included in the contract by reference and signature and return of the contract shall constitute signing and filing of said certificate.

The Contractor shall also comply with Section 3800 of the abor Code by securing, paying for and maintaining in full force and effect for the duration of the contract Workers' Compensation Insurance, with limits as required by the Labor Code of the State of California and Employee' s Liability with limits of $ 1, 000, 000 per accident. The Workers' Compensation insurance must be accompanied by a Waiver of Subrogation endorsement. The Contractor shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The agency, its officers, officials, employees, and agents, will not be responsible for any claims in law or equity occasioned by failure to the Contractor to comply with this paragraph.

All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective.

No separate payment will be made for insurance. Payment shall be considered as included in the contract price.
72 APPROVED
Packet Pg. 584 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 5-4. 5 Contractor' s PerFormance
To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold harmless the City and its officials, employees, agents, representatives and volunteers from and against any and all losses, claims, demands, damages, costs, expenses, attorney' s fees, or liability of every nature arising out of or in any way connected with the performance or attempted perfiormance of the provisions of this Contract, caused in whole or in part by any negligent or willful act or omission of the Contractor, regardless of whether caused in part by a party indemnified hereunder. Nothing contained in the foregoing indemnity provisions shall be construed to require the Contractor to indemnify the indemnified party in contravention of Section 2782 of the Civil Code for the active or sole negligence or willful misconduct of that indemnified party.

To the fullest extent permitted by law, the Contractor' s duty to defend shall extend, without limitation, to any suit or action founded upon any losses, claims, demands, damages, costs, expenses, attorney' s fees, or liability of every nature arising out of or in any way connected with the performance or attempted performance of the provisions hereof, or in any way arising out of or connected with this Contract.

The defense and indemnity obligations expressly extend to and include any and all claims, demands, damages, costs, expenses, liability occasioned as a result of the violation by the Contractor, the Contractor' s agents, employees, or independent contractors, subcontractors, or suppliers of any provisions of federal, state or local law, including applicable administrative regulations.

The defense and indemnity obligations also expressly extend to and include any claims, demands, damages, costs, expenses, or liability occasioned by injury to or death of any person, or any property damage to property owned by any person while on or about the site or as a result of the Work, whether such persons are on or about the site by right or not, whenever the Work is alleged to have been a contributing cause in any degree whatsoever.

In claims against any person or entity herein indemnified that are made by an employee of the Contractor or an employee of any of the Contractor' s agents, independent contractors, subcontractors or suppliers, a person indirectly employed by the Contractor or by any of the Contractor' s agents, independent contractors, subcontractors or suppliers, or anyone for whose acts the Contractor or any of the Contractor's agents, independent contractors, subcontractors, or suppliers may be liable, the defense and/ or independent contractors, subcontractors, or suppliers under workers' compensation acts, disability acts, or other employee benefit acts.

The defense and indemnification obligations herein shall not be limited by any assertion or finding that the person or entity indemnified is liable by reason of non- delegable duty.

The defense and indemnities set forth herein shall not be limited by the insurance requirements set forth in the Contract.

The defense and indemnification requirements herein set forth shall extend to claims occurring after this Contract is terminated as well as while it is in force.

Indemnification of Adjacent Property Owners
In the event the Contractor enters any agreement with the owners of any adjacent property to enter upon or adjacent to such property for the purpose of performing this Contract, the Contractor shall fully indemnify, defend and save harmless such person, firm, or corporation, state or other 73 APPROVED
Packet Pg. 585 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation governmental agency which owns or has any interest in the adjacent property. The form and content of the indemnification agreement shall be approved by the Agency prior to commencement of any work on or about such property. The Contractor also shall indemnify the Agency, its officers, officials, employees, agents, representatives, and volunteers a provided in the Contract. These provisions shall be in addition to any other requirements of the owners of adjacent property."
5- 7 SAFETY
5- 7. 1 Work Site Safety
5- 7. 1. 1 General
Add the following:

Accidents
The Contractor shall provide at the site, such equipment and medical facilities as are necessary to supply first aid service to anyone who may be injured in connection with the work.

The Contractor must promptly report in writing to the Engineer all incidents whatsoever arising out of, or in connection with, the performance of the work whether on, or adjacent to the site, which caused death, personal injury, or property damages, giving full details and statements of witnesses. In addition, if death or serious injuries or serious damages are caused, the incident shall be reported promptly by telephone or messenger to both the Engineer and owner, if other than Agency.

If any claim is made by anyone against the Contractor or any subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim."
Attention is directed to Caltrans Encroachment Permit No. 0223- NSN- 0345 " Public Safety Control."
5- 7. 4 Hazardous Substances
Add the following paragraphs:

When applicable, the Contractor shall file with the Redding Fire Department and the Shasta County Department of Public Health, hazardous materials release response plans and inventories ( business plans) and Shasta County Department of Public Health fees for the prevention and mitigation of hazardous material releases in accordance with Chapter 6. 95 of the California Health and Safety Code.

Contractors, including subcontractors, shall not perform work on or around City of Redding Asbestos Cement Pipe ( ACP) infrastructure unless the Contractor has had and can provide appropriate documentation of approved ACP initial and refresher training in compliance of all federal, State and local laws, regulations and standards. 74 APPROVED
Packet Pg. 586 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Training Requirements
No employee or contractor is permitted to handle or work on or around ACP without completing an approved training course on ACP."
SECTION 6 PROSECUTION AND PROGRESS
6- 1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK 6- 1. 1 Construction Schedule
Add the following after the first paragraph:

A weekly construction schedule shall be furnished in writing, if required by the Engineer, one working day prior to the first working day of the week to which the schedule is pertinent. The weekly construction shall be in such form and in such detail as to accurately and clearly show the major type and location of the work to be performed during the work week. In addition, all requests for survey work required to be provided by the City shall be a part of this schedule." 6- 2 PROSECUTION OF THE WORK
Add the following paragraph:

Work Done by the Agency for the Contractor
The City will not perform any work for the Contractor except in emergency situations or as otherwise agreed to by the Engineer. The City will be reimbursed for any work done for the Contractor ( withheld from monies due the Contractor). This will include all costs ( direct straight time or overtime wages, all overhead, administration, engineering, vehicle, and equipment costs)."
6- 9 IQUIDATED DAMAGES
Delete this section in its entirety and add the following:

Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. Such damages are, and will continue to be, impracticable and extremely difficult to determine. For each consecutive calendar day in excess of the time specified, as adjusted in accordance with Subsection 6- 4, for completion of the Work the Contractor shall pay to the Agency, or have withheld from monies due it, the sum of$ 1, 000.

Execution of the Contract shall constitute agreement by the Agency and Contractor that 1, 000 per day is the minimum value of the costs and actual damage caused by failure of the Contractor to complete the Work within the allotted time, that such sum is liquidated damages and shall not be construed as penalty, and that such sum may be deducted from payment due the Contractor if such delay occurs."
75 APPROVED
Packet Pg. 587 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation SECTION 7 MEASUREMENT AND PAYMENT
7- 2 LUMP SUM WORK
Add the following section:

Lump Sum Cost Schedule of Values
The Contractor shall furnish to the Engineer a schedule of values for each contract lump sum item of work described in this section.

The Contractor shall determine the quantities required to complete the work shown on the plans. The quantities and values shall be included in the schedule submitted to the Engineer for approval. The Contractor shall be responsible for the accuracy of the quantities and values used in the schedule submitted for approval. Any quantities shown on the plans or noted in these specifications are approximate and shall be considered as informational only.

No adjustment in compensation will be made in the contract lump sum prices paid for the various work items due to any differences between the quantities shown in the cost breakdown furnished by the Contractor, or the planned quantities, and the quantities required to complete the work as shown on the plans and as specified in these special provisions.

The sum of the amounts for the units of work listed in the cost break- down shall be equal to the contract lump sum price bid for the work. Overhead, profit, bond premium, temporary construction facilities, plant and other items shall be included in each individual unit listed in the cost break- down and shall not be listed separately.

The cost break- down shall be submitted to the Engineer for approval within 15 days after the contract has been approved. The cost break- down shall be approved, in writing, by the Engineer before any partial payment for the lump sum items of work will be made.

At the Engineer' s discretion the approved cost break- down schedule may be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment in compensation for the item or items of work due to changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved schedule, the adjustment in compensation may be determined at the Engineer' s discretion in the same manner specified for increases and decreases in the quantity of a contract item of work in accordance with Section 2, " Scope of the Work" of the Standard specifications and elsewhere in these special provisions."
7- 3 PAYMENT
7- 3. 1 General
Add the following paragraphs:

In accordance with Labor Code Section 3700, every contractor will be required to secure the payment of compensation to his or her employees.

Attention is directed to the provisions of Sections 10262 and 10262. 5 of the Public Contact Code and Section 7108. 5 of the Business and Professions Code concerning prompt payment to subcontractors.
76 APPROVED
Packet Pg. 588 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation The Contractor shall return all moneys withheld in retention for the subcontractor within 30 days after receiving payment for work satisfactorily completed, even if the other contract work is not completed and has not been accepted. This requirement shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the Contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the Contractor or deficient subcontract performance or noncompliance by a subcontractor." Delete the last sentence of the eighth paragraph and substitute the following:

Prior to the expiration of 60 days from the date of completion, or as prescribed by law, the amount deducted from the final progress pay estimate and retained by the Agency will be paid to the Contractor, except 125 percent of such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the contract to be further retained. Upon settlement of all notices to stop payment, any remaining funds held by the Agency, less an amount for expenses incurred by the Agency in conjunction with the notice( s) to stop payment will be paid to the Contractor." Add the following paragraph:

Manufacturers' warranties and guarantees furnished for materials used in the work and instruction sheets and parts lists supplied with materials shall be delivered to the Engineer prior to acceptance of the project."
7- 3. 2 Partial and Final Payment
The first paragraph shall read:

The closure date for the purpose of making monthly progress payments shall be the last Friday of the month."
Delete the third paragraph and substitute the following:

From each progress payment, 5 percent will be deducted and retained by the Agency, and the remainder less the amount of all previous payments will be paid. Administrative deductions for missing documents including, but not limited to, as- builts, product warranties, operation and maintenance manuals, and bonds may be taken. Each administrative deductions withheld will be a minimum of$ 5, 000 and a maximum of$ 25, 000.

In accordance with Labor Code Section 1771. 5( b) 5, the Agency shall withhold contract payments when payroll records are delinquent or inadequate.

In accordance with Labor Code Section 1771. 5( b) 6, the Agency shall withhold contract payments equal to the amount of underpayment and applicable penalties when, after investigation, it is established that underpayment has occurred." Add the following after the last paragraph:

Final Pay Quantities
When an item of work is designated as ( F) or ( S- F) in the Engineer' s Estimate, the estimated quantity for that item of work shall be the final pay quantity, unless the dimensions of any 77 APPROVED
Packet Pg. 589 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation portion of that item are revised by the Engineer, or the item or any portion of the item is eliminated. If the dimensions of any portion of the item are revised, and the revisions result in an increase or decrease in the estimated quantity of that item of work, the final pay quantity for the item will be revised in the amount represented by the changes in the dimensions. If a final pay item is eliminated, the estimated quantity for the item will be eliminated. If a portion of a final pay item is eliminated, the final pay quantity will be revised in the amount represented by the eliminated portion of the item of work.

The estimated quantity for each item of work designated as ( F) or ( S- F) in the Engineer' s Estimate shall be considered as approximate only, and no guarantee is made that the quantity which can be determined by computations, based on the details and dimensions shown on the plans, will equal the estimated quantity. No allowance will be made in the event that the quantity based on computations does not equal the estimated quantity.

In case of discrepancy between the quantity shown in the Engineer' s Estimate for a final pay item and the quantity or summation of quantities for the same item shown on the plans, payment will be based on the quantity shown in the Engineer' s Estimate." 7- 3. 3 Delivered Materials
Add the following paragraph:

When an item of work is designated as ( P) the Agency will include in the progress payments 50 percent of the cost of materials delivered but not incorporated in the work when requested by the Contractor. Before these costs will be included, the Contractor must present to the Engineer, copies of his invoices.
7- 4 PAYMENT FOR EXTRA WORK
7- 4. 2 Basis for Establishing Costs
7- 4. 2. 1 Labor
The first paragraph is amended to read:

The cost of labor shall be the actual wages paid which shall include any employer payments to or on behalf of the workers for health and welfare, pension, vacation, and apprenticeship funds. To the actual wages paid will be added a labor surcharge set forth in the Department of Transportation publication entitled Labor Surcharge and Equipment Rental Rates found at the following web site.
http:// www. dot, ca. qav/ hq/ construc/ equipmnt. html The rates are in effect on the date upon which the work is accomplished. The labor surcharge shall constitute full compensation for all payments imposed by State and Federal laws including, but not limited to, workers' compensation insurance, and liability insurance." 78 APPROVED
Packet Pg. 590 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 7- 4.2.3Tool and Equipment Rental
Delete the second paragraph and add the following:

Regardless of ownership; the latest edition of the State of California Department of Transportation equipment rental rates shall be used to determine equipment rental costs." 7- 4. 3 Markup
Delete this section in its entirety and add the following:
a. Work by Contractor. The following percentages shall be added to the Contractor' s costs and shall constitute full payment for all overhead and profit.

Overhead costs shall include, but not be limited to such items as project superintendence, project managers, field and home office expenses.
1) abor 35%
2) Material 15%
3) Equipment Rental & Other Items 15%
4) Subcontractor Work 10% ( this markup may be applied a maximum of one time to the extra work bill)
b. Work by Subcontractor. When extra work is performed by a subcontractor, the following percentages shall be added to the subcontractor' s costs and shall constitute full payment for all overhead and profit.

Overhead costs shall include, but not be limited to such items as project superintendence, project managers, field and home office expenses.
1) Labor 35%
2) Material 15%
3) Equipment Rental & Other Items 15%
4) Second- Tier Subcontractor 10% ( this markup may be applied a maximum of one time to the extra work bill)
79 APPROVED
Packet Pg. 591 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation PART 2 MODIFICATIONS TO CONSTRUCTION MATERIALS
SECTION 200 ROCK MATERIA S
200- 2 UNTREATED BASE MATERIALS
200- 2. 2.2 Grading
Delete this paragraph and substitute the following:

The aggregate shall be uniformly graded and shall conform to the State of California Department of Transportation Standard Specifications Section 26 "Aggregate Base" grading requirements for Class 2 Aggregate Base, 3/4- inch ( 20 mm) maximum size." SECTION 203 BITUMINOUS MATERIALS
203- 6 ASPHALT CONCRETE
203- 6. 1 General
The first sentence of the first paragraph is amended to read:
mineral aggregate and up to 25 percent reclaimed asphalt pavement ( RAP..." Delete the second paragraph.

The third paragraph is amended to read:

Unless otherwise specified, the Contractor shall submit a mix design for '/ 2 inch, Type A Hot Mix Asphalt with PG 64- 10 that has been preapproved by the California Department of Transportation ( Caltrans) or is in compliance with the current Caltrans Standard Specifications."'
SECTION 207 GRAVITY PIPE
207- 1 NONREINFORCED CONCRETE PIPE
207- 1. 1 General
Add the following paragraph:

Nonreinforced concrete pipe shall be extra strength."
207- 2 REINFORCED CONCRETE PIPE ( RCP)
207- 2. 1 General
The second paragraph is amended to read:

The size, type, and strength class of the concrete pipe to be furnished shall be as shown on the Plans."
80 APPROVED
Packet Pg. 592 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 207- 2. 9. 1 General
The last sentence is amended to read:
c) Acceptance of certification of compliance with these specifications and inspection of the completed pipe."
Add the following paragraph:

The basis for acceptance shall be by certification of compliance with these specifications and inspection of the completed pipe."
207- 15ABS SO ID WALL PIPE
207- 15. 1 General
The third sentence is modified to read:

Minimum wall thickness shall correspond with SDR 23. 5" 207- 17 PVC GRAVITY PIPE
Section 207- 17. 1 General
Modify Table 207- 17. 1 as follows:

Wall Thickness Min. SDR 26"
SECTION 210 PAINT AND PROTECTIVE COATINGS
210- 1 PAINT
210- 1. 5 Paint Systems
Add the following:

All components to be painted shall be painted as follows:

1. Preparation— Painting preparation shall be accomplished using an industrial strength, biodegradable cleaner to remove all dirt, grease, oil, and other contaminants.

SurFaces shall be thoroughly power washed with water to ensure all residues have been removed. Provide Devoe Devprep 88 or equal.

Aluminum surfaces to be painted shall be treated as described above, then treated with an etching wash such as Jasco Prep and Primer or equal.

Pre- painting preparation shall include removal of all paper signs, masking tape, scotch tape, and similar contaminates that exist on surfaces to be painted. 81 APPROVED
Packet Pg. 593 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation

2. Primer — The primer shall be a low VOC, two component high performance, rust inhibitive epoxy coating. Primer thickness shall be 4- 8 mils, when dry, 6- 8 mils, when wet. Provide Devoe Devran 203 water borne epoxy primer or equal.

3. Finish Coat — The finish coat shall be a low VOC, two component high performance chemically- cured Aliphatic Urethane Gloss Enamel. Finish coat thickness shall be 2- 3 mils when dry, 2. 8- 4. 3 mils when wet. Provide Devoe Devthane 379H or equal.

The industrial cleaner, primer, and finish coat shall all be produced by the same manufacturer and shall be compatible and appropriate for the intended application.

Paint color shall be City of Redding light pole green. Color samples will be provided to the Contractor for color matching.

Five copies of the cleaner, etching wash, primer, and paint specifications including MSDS sheets, shall be submitted to the Engineer for review prior to the start of work.

All work of this item of work shall be done between the hours of 9 p. m. and 6 a. m.

The contract lump sum price paid for "Paint Traffic Signal" at each location shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in painting all the traffic signal equipment at an intersection, complete in place, including preparing surfaces, cleanup, and all extra work and equipment needed to do this item of work at night as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer." SECTION 217 BEDDING AND BACKFILL MATERIALS
217- 2 TRENCH BACKFILL
217- 2. 2 Imported Trench Backfill
Add the following paragraph:

Backfill material shall be 3- inch ( 75 mm) maximum in size and shall be reasonably well graded. Any material proposed to be used that has 30 percent or more not passing the 3/ 4- inch ( 20 mm) sieve will be rejected."
82 APPROVED
Packet Pg. 594 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation PART 3 MODIFICATIONS TO CONSTRUCTION METHODS
SECTION 300 EARTHWORK
300- 2 UNCLASSIFIED EXCAVATION
300- 2. 2. 2 Wet Material
Replace in its entirety with the following:

If required excavated material is unsatisfactory for the specified use on the project solely because of high moisture content, the Contractor may either process the material to reduce the moisture content to an optimum condition, or to remove the material and replace it with suitable material. The cost of drying or removing and replacing the wet material shall be at the expense of the Contractor."
300- 2. 6 Surplus Material
The first sentence of the first paragraph is modified as follows:
no surplus excavated material may be disposed of within the right- of-way unless directed by the Engineer. Compaction shall be by wheel rolling as occurs during placement." 300- 2. 8 Measurement
Delete all paragraphs of this subsection and add the following:

There will be no measurement of material excavated from this site." Add the following paragraphs:

Payment shall be based on the Engineer' s estimate and is a Final ( F) Pay Item." 300- 2. 9 Payment
Delete the first sentence of the first paragraph and substitute the following:

Payment for all unclassified excavation shall be included in the unit prices paid for the various items of work done at the different locations."
300-4 UNC ASSIFIED FI
300-4. 1 General
Add this sentence to the first paragraph:

Embankment shall be designated as unclassified fill."
Add the following paragraphs:

The preparation, placing, compacting, and other procedures of fill materials ( topsoil Class A") shall be in conformance with applicable provisions of this section. 83 APPROVED
Packet Pg. 595 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation The fill material ( topsoil Class "A") shall be placed on the site as shown on the drawings. The extent of the placement quantities in the site shall be determined by the Engineer." 300- 4. 10 Payment
The first paragraph is amended to read:

Full compensation for unclassified fill shall be considered as included items involved and no further separate payment will be made therefor."
300- 5 BORROW EXCAVATION
300- 5. 2 Imported Borrow
The second paragraph is amended to read as follows:

The Contractor shall notify the Engineer sufficiently in advance of opening any borrow site so that adequate time will be allowed for testing the material."' 300- 5. 4 Measurement and Payment
Add the following paragraphs:

The quantity for measurement of imported borrow shall be that quantity remaining after deducting the calculated unclassified excavation quantity utilizing the cross sections provided in the plans.

Payment for imported borrow shall include full compensation for excavating, sloping, loading, stockpiling, hauling it to its final location, and doing all the work involved in unclassified fill construction."
After the removal of the existing concrete or unclassified excavation, the areas shall be prepared as outlined above, aggregate base material added where needed, and the entire area compacted by the use of vibratory plate-type equipment to the specified relative compaction."
SECTION 301 SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT OF

BASE MATERIALS
301- 1 SUBGRADE PREPARATION
301- 1. 2 Preparation of Subgrade
Add the following paragraphs:

Preparation of subgrade shall include the cutting and trimming of existing AC surfaces to neat straight lines as delineated by the Engineer. It shall also include the excavation and removal of all unclassified excavation material and existing AC surfacing. 84 APPROVED
Packet Pg. 596 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Existing AC removed may be incorporated into the embankment to be constructed provided it is smaller than six inches ( 150 mm) in its largest dimension and well distributed throughout the embankment material.
301- 1. 3 Relative Compaction
Delete the first paragraph and add the following paragraph:

The top six inches of subgrade material shall be compacted to a relative compaction of 95 percent, except subgrade under driveways and sidewalks shall be compacted to a relative compaction of 90 percent."
301- 1. 7 Payment
Add the following paragraph:

Payment for furnishing and placing additional aggregate base materials and the mechanical compaction of all areas shall be considered as included in the unit prices paid for the work involved, and no additional compensation will be allowed." 301- 2 UNTREATED BASE
301- 2. 1 General
Replace this paragraph in its entirety with the following:

Untreated base for pavement, curb, gutter, and similar types of improvements, shall be constructed of material as specified in subsection 200- 2. 2. 2 and as modified in these special provisions."
301- 2. 4 Measurement and Payment
The following sentence is added to the first paragraph:

Payment for furnishing and placing aggregate base shall be considered as included in the unit prices paid for concrete sidewalk, concrete curb, concrete curb and gutter, concrete alley and valley gutters, concrete curb ramps, complete in place, and no additional compensation will be allowed."
SECTION 302 ROADWAY SURFACING
302- 5 ASPHALT CONCRETE PAVEMENT
302- 5. 1 General
Add the following paragraph after the first paragraph:

The Contractor shall furnish and place all temporary striping and markings in accordance with the California MUTCD.

When asphaltic emulsion is used as a tack coat, asphalt concrete shall not be placed until the emulsified asphalt has cured."
85 APPROVED
Packet Pg. 597 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 302- 5. 4 Tack Coat
Add the following sentence:

In the first and third paragraphs, the tack coat shall be Grade CSS- 1 h or SS- 1 emulsified asphalt."
302- 5. 9 Measurement and Payment
Add the following paragraph:

Payment for permanent resurfacing shall be considered to be included in the price bid for pipe and appurtenances or structures, complete in place, and no additional compensation will be allowed."
The second sentence of the first paragraph shall read:

Such price shall constitute full compensation for preparation of subgrade, apply tack coat if required, and placement of temporary striping and markings." SECTION 303 CONCRETE AND MASONRY CONSTRUCTION
303- 1 CONCRETE STRUCTURES
303- 1. 12 Payment
Add the following sentence to the second paragraph:

Payment for concrete structures shall be considered as included in the unit price bid for the various items to which the concrete is pertinent, and no additional compensation will be allowed."
303- 5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, A EY

INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS
303- 5. 1. 1 General
Delete the second sentence of the first paragraph and substitute the following:

Cement mortar shall not be used in finishing curbs."
The first sentence of the second paragraph shall read:

The minimum thickness of walks shall be 4 inches ( 100 mm) adjacent to vertical curb and the minimum thickness of walks shall be 6 inches ( 150 mm) adjacent to roll curb." 303- 5. 1. 2 Drainage Outlets through Curb
Add the following sentence to the last paragraph:

Curb drains shall be constructed using Schedule 40 galvanized steel pipe." 86 APPROVED
Packet Pg. 598 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 303- 5. 1. 3 Driveway Entrances
Delete the first sentence of the second paragraph and substitute the following:

The fully depressed curb opening at driveway entrances shall be '/ z- inch ( 13 mm) plus or minus 1/ 8- inch ( 3 mm) above gutter flow line at the curb face." Delete the last sentence of the third paragraph and substitute the following:

At residential driveways, the thickness of the walk shall be 6 inches ( 150 mm) unless otherwise specified."
303- 5. 4.2 Expansion Joints
The first sentence of the second paragraph shall read:

One- half inch ( 1/ 2- inch) joints..."
Delete the first sentence of the third paragraph and substitute the following:

Expansion joint filler '/ 2- inch ( 13 mm) thick shall be placed in walk at the BC and EC of all walk returns, around all utility poles which may project into the concrete along the line of the work, at commercial driveways, and between the walk and all buildings or other structures at the right-of-way line or when required by the Engineer." 303- 5. 4. 3 Weakened Plane Joints
The second and third paragraphs are amended to read as follows:
intervals not exceeding 12 feet."
303- 5. 5. 2 Curb
Delete the last two sentences of the first paragraph and substitute the following:

Cement mortar shall not be used in finishing curb."
The last sentence of the second paragraph is amended to read:

The surface of the work shall be finished as prescribed; after which the name of the Contractor, together with the year in which the improvement is constructed, may be stamped therein to a depth of'/ 4- inch in letters not less than 3/ 4- inch high, at BC and EC of curb returns." 303- 5. 9 Measurement and Payment
Add the following paragraphs:

Full compensation for all required sawcutting, excavation, removal, and disposal of concrete rubble and asphalt concrete pavement, aggregate base placed under curbs, gutters, sidewalks, bus turnouts, and driveways, asphalt concrete tie-in paving and any other items of work necessary to construct curb, gutter, sidewalks, handicap ramps, and driveways shall be 87 APPROVED
Packet Pg. 599 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation considered as included in the unit prices paid for the various items to which the work is pertinent."
Delete the first paragraph and substitute the following:

Curb and gutter shall be measured continuous through driveways, handicap ramps, and curb returns. Curb and gutter shall be measured at the top face of curb. Unless otherwise specified elsewhere in these special provisions, curb and gutter shall be paid for at the linear foot price set forth in the bid documents. Local depressions at catch basins shall be included in the unit price paid for catch basins. Curb and gutter for bus turnouts and cross gutter spandrels shall be included in the unit price paid for bus turnouts and cross gutter." SECTION 3060PEN TRENCH CONDUIT CONSTRUCTION
306-4 SHORING AND BRACING
Add the following:

All excavations shall be shored per CAL- OSHA requirements.

Work in excavations over 60 inches ( 5 feet) in depth shall be in strict conformance with CALOSHA requirements.

In the event that the trenching operation exceeds 5 feet in depth, the Contractor shall be responsible for providing and installing trench shoring as required by CA- OSHA and the cost for such shoring shall be included in the price paid for" Trench Sheeting and Shoring" and no additional compensation will be allowed.

On Public Works' construction, it shall be understood that the Owner, Owner/Operator, etc., shall be considered the same as an employee or workman for determining conformance with the CA- OSHA requirements."
306- 6 BEDDING
306- 6. 1 General
Delete the second sentence of the fourth paragraph and add the following:

If soft, spongy, unstable, or other similar material is encountered upon which the bedding material or pipe is to be placed, this unsuitable material shall be removed to a depth ordered by the Engineer and replaced with trench stabilization material suitably densified. The Engineer may also require an envelope of an approved filter fabric be installed around the stabilization material if it appears migration of adjacent materials into the stabilization material could be a problem. Addition of trench stabilization material so ordered will be paid for as specified in Section 7- 4 " Payment for Extra Work" in the General Provisions. The Contractor shall bear any additional expense for trench excavation, shoring, or dewatering. If the necessity for such trench stabilization material has been caused by an act or failure to act on the part of the Contractor, the Contractor shall bear the entire expense of the additional material."
88 APPROVED
Packet Pg. 600 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 306- 8. 9 Pipeline Pressure Testing, Disinfection, and Commissioning 306- 8. 9. 1 General
Add the following sentence to the first paragraph:

All chlorination, flushing, and testing of new lines shall be accomplished prior to any tie-ins to existing water lines."
306- 8. 9. 2 Hydrostatic Pressure Test
Delete this section in its entirety and refer to the City of Redding Construction Standards Page 400. 50.
306-8. 9.4. 3 Potable Water System Disinfection Procedures Delete this section in its entirety and refer to the City of Redding Construction Standards Page 400. 50.
306- 12. 4 Jetted Trench Backfill
Replace this section with the following:

Jetting shall not be considered as a suitable method of compaction." 306- 13. 1 Temporary Resurfacing
Add the following paragraph:

Temporary resurfacing of trenches shall be completed at the end of each work day." 306- 15 Payment
306- 15. 1 General
In Item m), substitute " including" for" excluding" in reference to temporary resurfacing.

Add the following paragraphs:

All temporary and permanent striping, marking and markers, abandoning existing sewer( and laterals) and/ or water which includes filling the exposed end of the pipe with a minimum of 2 feet of concrete and ensuring that plug is watertight and capable of withstanding all internal and external pressures without leakage, and Class 200 ( DR14) C- 900 pipe ( as required), and couplers necessary to connect to existing sewer mains.

The contract price paid per lineal foot for " Sanitary Sewer ateral ( Reconnect)" shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals, and for doing all the work involved in replacing a live sanitary sewer lateral, complete in place, including sawcutting existing paving, off-site disposal of concrete and asphalt rubble, existing pipe, trench spoils, excavating, dewatering, two-way lateral cleanout with cast iron traffic lid and precast concrete block ( where required), lateral pipe material, backfill and compaction, replacing curb, gutter, and sidewalk; connecting to the sanitary sewer main; and all necessary 89 APPROVED
Packet Pg. 601 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation coordination with City staff, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer." 306- 15.9 Temporary Resurfacing
Replace this section with the following:

Payment for temporary resurfacing shall be considered to be included in the price bid for the various items of work and no additional compensation will be allowed." SECTION 314 TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT

MARKERS
314- 4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.4. 1 General
Replace this section with the following paragraphs:

All traffic striping and pavement markings shall be thermoplastic and Sections 84- 1 and 84- 2 of the Caltrans Standard Specifications, latest edition, are hereby made a part of these specifications as though fully contained herein, except that the minimum thickness of traffic stripes and pavement markings shall be as follows:

Traffic Stripes— 90 mil.

Pavement Markings — 120 mil.

When striping trails traffic stripe shall be 3- lineal-feet broken stripe with 9 lineal feet between each stripe.

Unless otherwise directed by the Engineer, all new traffic striping and pavement markings shall be as shown on the drawings. Lane width dimensions shall be from center- to- center of striping.

The Engineer shall have 72 hours to review and approve all cat tracking prior to application of striping and pavement markings."
314-4.4.5 Measurement
Replace the first paragraph with the following paragraphs:

Traffic stripes will be measured by the linear foot along the line of the traffic stripe without deduction for gaps in broken traffic stripes. A double traffic stripe, consisting of two 6- inchwide yellow stripes, will be measured as two traffic stripes.

Pavement markings will be measured by the square foot and will include all crosswalk bars, limit lines, arrows, words, and bike lane symbols.

Traffic stripes, pavement markings, and permanent pavement markers shall not be applied to new paved surfaces until a minimum of seven days curing time has elapsed." 90 APPROVED
Packet Pg. 602 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 314-4.4-6 Payment
Add the following paragraph:

At work areas consisting only of" Replace Asphalt Concrete SurFacing," pavement markings and striping shall be replaced as directed by the Engineer. Payment for marking and striping will be in accordance with the bid schedule prices."
91 APPROVED
Packet Pg. 603 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation PART 4 EXISTING IMPROVEMENTS
SECTION 400 PROTECTION AND RESTORATION
400- 1 General
Add the following paragraph after the second paragraph:

The Contractor shall thoroughly inspect the street surface over which his equipment will move and only schedule that equipment and methods which will not cause damage to the existing surface. Repairs made necessary from noncompliance, shall be as directed by the Engineer, and the original appearance of the area shall weigh heavily in determining the extent of the repair."
Add the following paragraph after the third paragraph:

When the Contractor is required on private property, the Contractor shall furnish the City of Redding with a signed waiver notice from each of the property owners stating:

I hereby declare that the work performed on my property by the Contractor for the City of Redding has been satisfactorily cleaned up, and that I hereby waive any claim for damages to my property caused by said work."
SECTION 401 REMOVAL
401- 1 General
Add the following paragraphs:

In the event the Contractor proposes to dispose of concrete, asphalt, or other materials at a site other than an approved landfill, the Contractor shall obtain written permission from the Engineer of the location of the disposal site and provide the City with a completed Supplement Disposal Site Agreement" included in these specifications.

It shall be the responsibility of the Contractor to remove and dispose of all excess material and concrete rubble from the job site prior to the end of each work day unless otherwise approved by the Engineer.

The cost of removing and disposing of the material from the sites shall be considered as included in the unit prices paid for the work, and no additional compensation will be allowed therefor."
401- 2 Asphalt Concrete Pavement
The second sentence of the first paragraph is amended to read:

Sawcutting of edges is required when shown on the plans or directed by the Engineer." 92 APPROVED
Packet Pg. 604 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation SECTION 402 UTILITIES
402- 1 Location
402- 1. 1 General
Replace the last sentence of paragraph 3 with the following:

The Contractor shall provide the subsurface installation location data to the Engineer ten 10) Working Days prior to any scheduled excavation."
93 APPROVED
Packet Pg. 605 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation PART 6 TEMPORARY TRAFFIC CONTROL
SECTION 600ACCESS
600- 1 General
Add the following paragraphs after the second paragraph:

The Contractor shall provide traffic control during all construction survey staking to be performed by City staff."
The Contractor shall designate a person whose sole responsibility is to manage the coordination of all traffic control, the traffic control plan, public notification, automobile removal, and other activities necessary to minimize the inconvenience to the public. The Contractor shall provide a sufficient number of workers to assist the designated person with coordination of all traffic control, traffic control plan, public notification, automobile removal, and other activities necessary to minimize the inconvenience to the public. The designated person shall be available to the Engineer, inspectors, and the public for the duration of the contract through the use of a cellular phone. The phone number for the designated person shall be listed on all notifications for coordinating, submitting, making changes to, submitting proposed revisions to, and maintaining the traffic control plan and implementing all traffic control measures."
SECTION 601 TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND

MAINTENANCE WORK ZONES
601- 2 Temporary Traffic Control Plan ( TTCP)
Add the following paragraphs:

Submittals for TTCP shall be consistent with the City for Redding' s " Guideline for Temporary TrafFic Control Plan ( TTCP) Development ( Engineerinq Division Forms and Handouts I GitYof Reddinq.)
The Contractor shall submit traffic control plans for review, revision, and/ or approval by the Engineer. The Contractor shall allow a minimum of five ( 5) working days for review and shall not begin work until plans are approved. The control measures shall be in conformance with the California Manual of Uniform Traffic Control Devices ( CA- MUTCD). The Engineer shall reserve the right to stop any construction activity from proceeding if the work involves traffic detours and/ or controls that have not been previously approved or are not in conformance with the approved plan. The Contractor shall not be allowed to claim damages for delay arising from work stoppages by the Engineer in cases involving unauthorized or improper traffic Control regulations."
94 APPROVED
Packet Pg. 606 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation 601- 2. 2 Payment
Add the following paragraph:

The contract lump sum price paid for " Traffic Control" shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in traffic control, complete in place, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer." 95 APPROVED
Packet Pg. 607 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation PART 7 STREET LIGHTING AND TRAFFIC SIGNA SYSTEMS
SECTION 700 MATERIALS
Scope of Work
The work to be performed under this portion of the contract consists of modifying the existing traffic signal control and lighting system with provisions of new controller cabinet, controller assembly, and furnish and installation of bicycle signal, traffic loop detectors, and such other items or details not mentioned above that are required by the plans, Standard Specifications, or the Special Provisions to make a complete and operational system. 700- 1 General
Traffic signals and lighting conform to the standard provisions of Division X " Electrical Work" inclusive of Section 86 " General" and Section 87 " Electrical Systems" of the 2022 State of California Department of Transportation Standard Specifications and these special provisions.

Traffic signal work shall be performed at the following location:

Location 1: Market Street and Trinity Street
Cost Break- Down
Cost break- downs shall conform to the provisions in Section 86- 1. 01 C, " Submittals," of the State of California Department of Transportation Standards Specifications and these special provisions.

The Engineer shall be furnished a cost break- down for each contract lump sum item of work described in this section.

The cost break- down shall be submitted to the Engineer for approval within fifteen days after the contract has been approved. The cost break- down shall be approved, in writing, by the Engineer before any partial payment for the items of electrical work will be made.

Equipment List and Drawings
The controller cabinet schematic wiring diagram and intersection sketch shall be combined into one drawing, so that, when the cabinet door is fully open, the drawing is oriented with the intersection.

A maintenance manual shall be furnished for all controller units, auxiliary equipment, and vehicle detector sensor units, control units, and amplifiers. The maintenance manual and operation manual may be combined into one manual. The maintenance manual or combined maintenance and operation manual shall be submitted at the time the controllers are delivered for testing or, if ordered by the Engineer, prior to purchase. The maintenance manual shall include, but need not be limited to, the following items:
96 APPROVED
Packet Pg. 608 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation a. Specifications
b. Design characteristics
c. General operation theory
d. Function of all controls
e. Trouble shooting procedure ( diagnostic routine)
f. Block circuit diagram
g. Geographical layout of components
h. Schematic diagrams
I. List of replaceable component parts with stock numbers

TRAFFIC SIGNAL CONSTRUCTION
Maintaining Existing and Temporary Electrical Systems
Traffic signal system shutdowns shall be limited and approved by Public Works Department prior to being permitted. Contractor must submit to the engineer in writing a request for shutdown, inclusive of specific date and time at least 2 days prior to date.

Standards, Steel Pedestals, and Posts
Where the plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon detail may be substituted.

The sign mounting hardware shall be installed at the locations shown on the plans.

Sign panels and sign mounting hardware shall be furnished and installed at the locations shown on the plans by the Contractor. When nonilluminated street name signs are called out on the plans sign mounting hardware for street name signs mounted on signal mast arms shall be supplied by the City. Brackets shall be attached to signal mast arm by strap and saddle bracket method.

Conduit
Conduit to be installed underground shall be Type 3 per Section 86- 1. 02B of the California Department of Transportation Standard Specifications; unless otherwise specified elsewhere.

Detector termination conduits shall also be Type 3.

Conduit from the standard to the adjacent pull box shall be 2- inch minimum, conduit to all detector loops under curbs shall be 1 '/ Z- inch minimum.

Conduit sizes shown on the plans and specified in the Standard Specifications and these special provisions are referenced to metallic type conduit. When rigid nonmetallic conduit is required or allowed, the normal equivalent industry size shall be used as shown in the following table:
97 APPROVED
Packet Pg. 609 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Size Designation Equivalent Size
far' for
Metallic Type Canduit Rigid Nonmetallic Conduit
21 20
27 25
41 40
53 50
63 65
78 75
103 100
When Type 3 conduit is placed in a trench ( not in pavement or under portland cement concrete sidewalk), after the bedding material is placed and the conduit is installed, the trench shall be backfilled with commercial quality concrete, containing not less than 610 Ibs of portland cement per cubic yard, to not less than 4 inches above the conduit before additional backfill material is placed.

Conduit runs shown on the plans to be located behind curbs may be installed in the street, within 3 feet of, and parallel with the face of the curb, by the " Trenching in Pavement Method" in conformance with the provisions in Section 87- 1. 03B( 3)( b)( iii), of the California Department of Transportation Standard Specifications. Pull boxes shall be located behind the curb or at the locations shown on the plans.

All conduit to inductive loops shall extend three feet beyond the lip of gutter, AC dike, or edge of asphalt.

After conductors have been installed, the ends of conduits terminating in pull boxes, service equipment enclosures, and controller cabinets shall be sealed with an approved type of sealing compound.

After the conduit is backfilled, it shall be mandrelled with a mandrel sized for the conduit. In addition to the minimum conduit size requirements of Section 87- 1. 03B( 1) of the California Department of Transportation Standard Specifications, the minimum diameter of all conduits shall be 2 inches.

All conduits, new and existing, shall be blown out with compressed air and then sealed for future use.

Conduits terminating in pole bases shall terminate 2 inches below handhole in pole base.

Pull Boxes
All pull boxes shall be No. 6 unless otherwise noted on the plans. All No. 6 pull boxes shall be poly boxes by Quazite Part No. PG1730BA12 or approved equal. 98 APPROVED
Packet Pg. 610 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Grout shall not be placed in the bottom of the pull boxes, for pull boxes installed in the City of Redding right- of-way. For pull boxes installed in the Caltrans right- of-way, grout pull boxes per Section 87- 1. 03C( 2)( a) of the California Department of Transportation Standard Specifications.

Pull boxes shall be bedded with a 12- inch minimum thickness of clean, crushed rock. The clean, crushed rock shall extend for a minimum of six inches beyond the outside edges of the pull box.

Pull box covers for traffic signals shall be imprinted with " City of Redding Traffic Signal," for pull boxes in the City of Redding right-of-way. Pull box covers for traffic signals shall be imprinted with Caltrans Traffic Signal" for pull boxes within the Caltrans right- of-way.

Conductors and Wiring
Conductors and conductor cables shall conform to Section 86- 1. 02F of the California Department of Transportation Standard Specifications, unless otherwise specified elsewhere.

For electrical work in the City of Redding right-of-way, Splices of conductors shall be insulated with heat-shrink tubing conforming to IAW 86-2. 09E of the appropriate size after thoroughly painting the spliced conductors with electrical insulating coating.

For electrical work in the Caltrans right- of-way, use Method B to insulate a splicer per Section 87-

1. 03H( 2) of the California Department of Transportation Standard Specifications.

Conductors and cables from the terminal compartment through the mast arm to each signal head shall comply with Section 87- 1. 03F of the California Department of Transportation Standard Specifications.

The minimum insulation thickness, at any point, for Type USE, RHH, or RHW wire shall be 39 mils for conductor sizes No. 14 to No. 10, inclusive, and 51 mils for No. 8 to No. 2, inclusive. The minimum insulation thickness, at any point, for Type THW and TW wires shall be 27 mils for conductor sizes No. 14 to No. 10, inclusive, 40 mils for No. 8, and 52 mils for No. 6 to No. 2, inclusive.

Signal Interconnect Cable
Signal Interconnect Cable ( SIC) shall be the 6- pair type. The pairs to be connected are as follows:

TBO- 1 Black
Pair
TBO- 2 White
TBO- 3 Green
Pair
TBO- 4 Red
99 APPROVED
Packet Pg. 611 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Service
Minimum conduit size shall be two inch.

The functional test for each system shall consist of not less than seven days. If unsatisfactory performance of the system develops, the conditions shall be corrected and the test shall be repeated until the seven days of continuous, satisfactory operation is obtained. The functional test for grounds shall be conducted with a 3- point ground tester.

Controller Cabinet and Assembly
Controller Cabinet and assembly shall conform to Section 86- 1. 02Q of the California Department of Transportation Standard Specifications. Caltrans Department furnishes the controller unit, controller cabinet, and all auxiliary equipment required to operate the system. Also, the Department shall furnish a fully wired and functioning battery backup system including the cabinet.

Contractor shall furnish 4 BBS batteries, C& D model UPS12- 300MR.

Signal Faces and Signal Heads
Signal faces, signal heads and auxiliary equipment, as shown on the plans, and the installation thereof, shall conform to Section 86- 1. 02R, " Signal Heads" of the California Department of Transportation Standard Specifications.

LEDs for vehicular traffic signal units will be Contractor furnished Type MAS mounting shall utilize Pelco bracket assembly number AS- 0125 or approved equal, within the City of Redding right- of-way. Mast arm mountings will use tenons for Caltrans poles within the Caltrans right- of-way.

All Signal section housings, visors, backplates, and mounting assemblies shall be metal, painted black inside and out.

Only tunnel visors shall be used. Pipe fittings shall be ductile iron, galvanized steel, or bronze.

Aluminum fittings shall not be used.

Back plates shall be the louvered type and shall have a 2- inch yellow retroreflective strips on the face around the perimeter.

Drain holes, 1/ 4- inch in diameter, shall be drilled in the bottom of signal heads.

Light Emitting Diode Signal Modules
For traffic signal faces, all sections, including all 12- inch sections, all bicycle sections, all arrow sections, and all pedestrian " Walk" and " Don' t Walk" symbols shall utilize light emitting diode LED) signal modules, as contained on the most current Caltrans Authorized Material List and approved by the Caltrans materials testing laboratory.

Contractor shall install LED lights in all display indications per the Section 86- 1. 02R(4)( c) of the California Department of Transportation Standard Specifications and special provisions. 100

APPROVED
Packet Pg. 612 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Pedestrian Signals
Pedestrian signals shall conform to Section 86- 1. 02S " Pedestrian Signal heads" of Caltrans Standard Specifications. Pedestrian signal face shaii be Type A, and shall include the countdown mode.

Pedestrian signals shall have LED countdown pedestrian signal face modules conforming to current Caltrans Specifications. Message symbols for pedestrian signal faces shall be a white WA KING PERSON and Portland orange UPRAISED HAND conforming to the requirements in the Institute of Transportation Engineers Standards: " Pedestrian Traffic Control Signal Indications" and the " Manual on Uniform Traffic Control Devices." Luminaires
Ballasts shall be the lag or lead regulator type.

Photoelectric Controls
Contactors shall be the mechanical armature type.

Photoelectric controls shall be located in the control cabinet.

Detectors
Detectors shall conform to Section 87- 1. 03V" Detectors" of Caltrans Standard Specifications.

Detector cards will be furnished by Caltrans.

Type D detector loops which are adjacent to limit lines shall have five turns of loop wire and Type A detector loops shall have three turns of loop wire.

Bicycle detector loops shall be 3-foot by 6-foot Modified Type D shown on the plans.

Loop wire shall be Type 2 per Section 86- 1. 02F( 2)( c)( iii) of California Department of Transportation Standard Specifications.

Loop detector lead- in cable shall be Type B per Section 86- 1. 02F( d)( iii) of California Department of Transportation Standard Specifications.

Slots shall be filled with hot- melt rubberized asphalt sealant.

Slots cut in the pavement shall be washed clean, blown out, and thoroughly dried before installing conductors. Residue resulting from slot cutting operations shall not be permitted to flow across shoulders or lanes occupied by public traffic and shall be removed from the pavement surface.

Residue from slot cutting operations shall be disposed of outside the highway right- of-way in accordance with Greenbook Section 300- 1. 2 Removal and Disposal of Materials. 101

APPROVED
Packet Pg. 613 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Pedestrian Push Buttons
Pedestrian push buttons shall be Pelco Intellicross, 2291- PXX, or approved equal. Push button color shall be black. Install the APS cable between the APS and corresponding pedestrian signal.

Attach the accessible pedestrian signal to the standard with screws by drilling and tapping. Drill an 1- inch diameter hole on the standard.

Terminations for the APS cable must be as follows:
4 Conductor Systems
Red 12 VDC
Black Ground
Green Walk
White Don' t Walk
LED Safety Lights
LED safety lights shall be Lumec RFL- 105W100LED4K-G2- R2M- UNV-DMG- FAWS- RCD7-GY3, Leotek GCM2- 40H- mV- NW- 2R- GY- PCR7- W, or approved equal.

The photocell shall be installed with sensor facing north.

Grey finish ( GY3) standard.

Required Features:

LED Correlated Color Temperature of 4000K.

Typical Color Rendering Index (CRI) of 75.

Passive Thermal Management.

Ambient Operating Temperature Range of- 40 Degrees C to + 50 Degrees C.

Single Latch, Tool- Less Access to Electrical Compartment with Removable Door Secured) and Integral Bubble evel.

Vibration Meets ANSI 136. 31- 2018 ( 30, 100K Cycles).

Minimum Warranty of 10 Years.
1- 1/ 4 inches to 2 inches Slipfitter.

Maximum Effective Projected Area of .92 Square Feet.

Maximum Weight of 28 LBS.
7 Pin ANSI 136. 41 Photo Electric Receptacle.

Voltage Range of 120- 277.
0- 10V Dimmable LED Driver.

Field Adjustable Wattage Selector (FAWS) with 10 Discrete Steps.

Removing, Reinstalling, or Salvaging Electrical Equipment Salvaged electrical materials shall be hauled to the Caltrans Electrical Maintenance Yard located at 5065 Mountain Lakes Boulevard, phone number 530- 225- 3062. 102

APPROVED
Packet Pg. 614 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation The Contractor shall provide the equipment, as necessary, to safely unload and stockpile the material. A minimum of two working days' notice shall be given prior to delivery.

Equipment
All equipment shall be provided by a vendor from the Caltrans Qualified Product List. The following equipment, or approved equal, shall be furnished by the Contractor:

1. Other equipment as required to complete the signal in accordance with the plans and these special provisions.

Payment
The contract unit price paid for" Modify Traffic Signal" shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in furnishing and installing the system, as shown on the plans, as specified in the Standard Specifications, these special provisions, and as directed by the Engineer, including but not limited to any necessary pull boxes, temporary systems, excavation ( including removal of existing foundation in conflict with new foundation) and backfill, concrete foundations, conduit of various sizes, cameras, detector loops, traffic signal heads, poles, mast arms, controllers, cabinets, etc., microwave vehicle detection system, restoring sidewalk or pavement and appurtenances damaged or destroyed during construction, salvaging existing materials, and making all required tests.

Full compensation for all additional materials and labor shown on the plans or specified, which are necessary to complete the installation of the various systems, shall be considered as included in the various traffic signal systems, shall be considered as included in the prices paid for the systems, or units thereof, and no additional compensation will be allowed therefor.

Full compensation for hauling and stockpiling electrical materials shall be considered as included in the contract price paid for the item requiring the material to be salvaged and no additional compensation will be allowed therefor.
103

APPROVED
Packet Pg. 615 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation C t T Y CA F
C{ QF RECIDI lfa
777 Cypress Avenue, Redding, CA 96001
w;:~`- BC?X 496071, Reddi ng, CA 9604- 607I
C , I F c ci yv redding. org

PUBLIC WORKS- ENGINEERING
530- 225- 4170
530- 245- 4170 FAX
AQDENDUM NO. 1
ta the
TRINITY STREET BIFCE AY PRt JECT
Jab No. 8687)
BIQ NO. 5400
TO ALL PROSPECTIVE BIDDERS:

Add nd am No. 1 provides far de(etians, corrections, clarifications, and additians to the cantract specifications and drawings for the Trinity Street Bikeway Praject, Bid Na. 5400.

The deletions, carrectians; clarifications, and additions shall apply to Confiract Bid No. 5400 in the same manner as if# heywere originally part af the printad specifications, drawings, and proposal. 1_ Add the fallowing Caltrans Encraachment Permit, Permit No. 02- 23- N- SN- 0345, dated August 30, 2023.

2. Special Pravisions, Part 1 — Sectian 2 S`cape of Wark, 2- 2 Permifis Mt dify the second paragraph, second sentence as follows:

The Contractor shall be responsible far submitting fic rm TR- 0429; Gantractor( s) AuthQrization Form per the attached permit requirements." Add fihe following at the end af second paragraph:

Contractar shail be respansible for tih installation af all Galtrans furnished materials.

The Gity of Redding shail be respansible for the cost outlined in Item 2 an page 1 of the attached permit."

3. Special Provisions, Miscellaneaus Requirements, Gantract Items— Marker Post:

Modify the first paragraph, first sentence, as follows:

Marker Posts shall b Type K7' 1 Flexible Past by US Reflector ar approved equal." Dat d: September 6, 2023
Chuck AukMand
City Engine r

APPROVED
Packet Pg. 616 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation Bidders SHALL acknowledge r ceipt uia email of all Addenda to the GITY QF REDDING PRIAR TD B1D OPENING. Failure to acknawledge receipt via email c f all addenda shall cause the bid to b non- responsive and may be rejected.

Piease Email c r structionb dstc" ci. redd nq. ca. us
Gapy and paste in the Subject line: r t f 0 1; l r r
ity r t
ik y
r
j
t, I ' 0 5 ; Type your name and business name in the email tex# box.

APPROVED
Packet Pg. 617 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation STATE OF GALIFORNIA• DEPARTMENT QF TRANSPORTATI( JN FM 91 4436

ENCROACHMENT PERMIT
permi No.
ooT T- a 2a( R v osi2o2) 02- 23- N- SN- 0345
DisUCo/ RtelPM
In compliance with your application of August 10, 2023 p2(SHA/ 273lPM 16. 91 Reference Documentss Permit Approval Date
August 30, 2Q23
Utility Notice No. o
Performance Bond Amount( 1) Payment Band Amount( 2)
Agreement No. of 0 0
R/ W Contract Na. f Band Company
Project code( ID): GFG#:

N! A
Band Number( 1) Band Number( 2)
Applicant' s Reference/ Utility Work C3rder Na. ' N/A N/ A Gity of Redding
TQ: , ttn: Kristen Re gan
777 Cypress Rvenue
Redding, GA 96001
530) 225- 4469

PERMITTEE
and subject to the# ollowing, PERMISSION IS HEREBY GRANTED to:

Reconstruct curb ramp, sidew lk, and traffic stripe; and modify signa( end intersection lighting, within the State right- of-way per# he attached plan on State Route 273, at pastmile 16.91, at the inters ctian of Market Street and Trinity Street, in Redding, Shasta County:

ATTAGHMENTS; Generaf Fravisians, D2 SN Speeial Provisions, Plan, T9, T19; 730, A87A, R88A; EP1, EP2, ContractorAutharization Form, CEM 3101, Stormwater Special Provisions
NOTIFICATION: At least tsn working days before starting any work within the State right- of-way; notify Permit lnspectar Kendra Bradley at 530- 604- Q387, who wiil arrange for a required pre-jab meeting, inspection, and approval of work covered by this permit. fc
THIS PERMIT IS NOT A PRCjPERTY RIGNT AND DOES NOT TRANSFER W(TH THE PROPER7Y TO A NEW OWNER.

The fallowing attachments are aiso included as part of this permit( check applicable):
n addition ta fee, the permittee wiil be billed actual
casts for:

YES NO General Pravisians YES NO Review
YES NQ Utility Maintenance Provisions YES NO Inspection YES NO Storm Water Specia( Provisions YES Field Work
YES NQ Speciaf Provisions ifany Cattrans effort expended} YES NQ A Cal- OSHA Permit, if required: Permit Na. As- built Plans are Required YES NO As- Built Plans Submittal Route Slip for Locally Advertised Projects YES NO 1° ES NO Storm Water Pnllutian Protection Plan
YES NQ The infarmation in the enuironmental documentation has been reviewed and considered prior to approval of this permit.

This permit is void uniess the work is campleted before Qecem er 31 2Q24 This permit is to be strictly onstrued and no other work other than specifically mentioned is hereby authorized.

No project work shall be commenGed until all other necessary permits and environmental cfearances have been obtained.

AI PROVED:
1: Kendra Bradley
2: KG Harris david Moore, District Direc# or
3:

BY
4/rr...
d. G
Ar thonyPase. n 3o, zazaoe: z coTj Anthony Pasc i, District Permit Engineer ADA Notice This document is available in alternative accessible farm ts. For more information, please cantact the Forms Management Unit at( 279) 234- 2284, T7Y 711, in writing at Forms Management Unit, 1120 N Street, MS- 89, Sacramenta, CA 95814, or by email a# Farms, Management. Unit@tlot: ca. gov.

APPROVED
Packet Pg. 618 Attachment: Previous Staff Report - April 16, 2024, item no. 4.11(a) - Contingency Increase (4.11(c)--Project Acceptance, Bid Negotiation D2 SN SPECIAL PROVISIONS
GENERAL SPECIFICATIONS:

START WORK AND PLAN CHANGES: No work in the State' s right of way shall begin until all items listed in PRIOR TO WORK have been completed to the satisfaction of the State' s Representative. All work shall be in accordance with signed, stamped, and approved plans and specifications. All plan changes shall either be approved in writing by the State' s Representative or approved by Permit Rider prior to commencement of any additional or revised work.

PRIC?R TO WORK: A Pre- Construction Meeting shall be scheduled and held prior to beginning of any work in the State' s right of way, including all project management and construction inspection personnel from the City of Redding, Caltrans, and the selected construction contractor. After work begins, weekly meetings shall be held with all inspection personnel to ensure all issues are addressed concerning progress of the project and with conformance with all applicable and appropriate State standards, policies, and guidelines. In addition, the following shall be completed or provided prior to any work in the State' s right of way:

1. Permittee shall submit a completed "Notice of Materials to be Used" ( Form No. CEM- 3101, attached) at the PreConstruction Meeting for all materials to be used on the project.

2. The cost of Departments Furnished Materials shall be paid in the amount of$ 11, 950. 00 to Caltrans.

3. If a contractor performs any work, notwithstanding General Provision No. 4, Permittee and Permittee' s construction contractor are required to submit attached form TR- 0429, Contractor( s) Authorization Form prior to starting work covered by this permit.

MITIGATION AND MONITORING: Permittee shall be responsible for ensuring that all mitigation and monitoring requirements, as proposed in the lead agency' s environmental document, are fulfilled and that all regulatory agency coordination and permit requirements are completed prior to beginning construction. The Permittee sl all abide to all of the measures outlined in Attachment A( Avoidance/ Minimization Measures).

PROTECTION OF SURVEY MONUMENTS: Your attention is directed to Section 5- 1. 36, " Property and Facility Preservation" of the Standard Specifications and to Section 8771, " Monuments," of the Business and Professions Code.

Permittee shall physically inspect the work site and locate survey monuments prior to beginning work. Monuments shall be referenced or reset in accordance with the Business and Professions Code.

TIME EXTENSION: Permittee is advised that any request for time extension shall require a full reevaluation of the original application. Such a reevaluation may conclude with further mitigation, at Permittee' s expense, to comply with upgrades in highway design policies.

WORK I30URS: No work shall be performed during inclement weather, on weekends, an designated holidays, after 3: 00 P.M. on the day preceding designated holidays, or on Fridays after 3: 00 p. m. unless specifically authorized or directed by State' s Representative. See " TRAFFIC CONTROL" section in this permit for additional time restrictions for work requiring lane closures.

EQUIPMENT ON ROADWAY: All equipment used on the paved surface of the State highway shall be rubber tired or rubber tracked, unless authorized by State' s Representative, and shall comply with the legal weight requirements for operation on a State highway.

PROSECUTION OF WORK: Once work authorized by this permit is begun, it shall be diligently prosecuted to completion. Should suspension of work be necessary for any reason, trenches and excavations shall be closed( backfilled and compacted), and the area graded, obstructions removed, and erosion control measures installed to the satisfaction of State' s Representative.

PROTECTION OF EXISTING FACILITIES/ LANDSCAPE: No trees or vegetation shall be removed or trimmed within State right of way without specific direction by State' s Representative. All irrigatian systems/ sprinklers shall be protected in place.