Agenda packet — Redlands City Council, February 4, 2025 (part 2 of 3)

Purchase Order # 22500362
Purchase Order Total
Total Ext. Price
$2,963,000.00
$2,963,000.00

PLEASE SEE ATTACHED PURCHASE ORDER TERMS AND CONDITIONS

PURCHASE ORDER
[email protected]
9 FCS ADMIN LEASE MEASURE T FCS22001 1.0000 EA $25,267.2800 $25,267.28 [email protected]
10 FCS ADMIN MAINTENANCE MEASURE T FCS22001 1.0000 EA $1,236.3600 $1,236.36 [email protected]
11 CMO HOMELESS SOLUTIONS LEASE MEASURE T FCS22001 1.0000 EA $17,389.5600 $17,389.56 [email protected]
12 CMO HOMELESS SOLUTIONS MAINTENANCE MEASURE T FCS22001 1.0000 EA $1,050.3600 $1,050.36 [email protected]
13 FCS BUILDING MAINTENANCE LEASE 1.0000 EA $71,210.9900 $71,210.99 [email protected]
14 FCS BUILDING MAINT. MAINTENANCE 1.0000 EA $3,038.6400 $3,038.64 [email protected]
15 FCS PARKS LEASE 1.0000 EA $1.0000 $1.00
[email protected]
16 FCS PARKS MAINTENANCE 1.0000 EA $1.0000 $1.00
[email protected]
17 FCS PARKS LEASE MEASURE T FCS22001 1.0000 EA $176,467.0400 $176,467.04 [email protected]
18 FCS PARKS MAINTENANCE MEASURE T FCS22001 1.0000 EA $11,232.9600 $11,232.96 [email protected]
19 FCS STREETS LEASE 1.0000 EA $15,984.4400 $15,984.44
[email protected]
20 FCS STREETS MAINTENANCE 1.0000 EA $734.4000 $734.40
[email protected]
21 FCS STREETS LEASE MEASURE T FCS22001 1.0000 EA $51,893.0000 $51,893.00 [email protected]
22 FCS STREETS MAINT. MEASURE T FCS22001 1.0000 EA $3,513.0000 $3,513.00 [email protected]
23 FCS RECREATION & SENIOR SERVICES LEASE MEASURE T FCS22001 1.0000 EA $20,895.6400 $20,895.64 [email protected]
24 FCS RECREATION & SENIOR SERVICES MAINTENANCE MEASURE T FCS22001 1.0000 EA $633.3600 $633.36 [email protected]
25 FCS ANIMAL SERVICES LEASE - MEASURE T 1.0000 EA $25,640.0000 $25,640.00 [email protected]
26 FCS ANIMAL SERVICES MAINTENANCE - MEASURE T 1.0000 EA $968.0000 $968.00 [email protected]
27 MUED ADMIN LEASE 1.0000 EA $106,868.0400 $106,868.04 [email protected]
28 MUED ADMIN MAINTENANCE 1.0000 EA $7,002.2400 $7,002.24 [email protected]
29 MUED WATER PRODUCTION / WATER DISTRIBUTION LEASE 1.0000 EA $458,517.5100 $458,517.51 Redlands Regular Meeting of 2-4-2025 306 of 995
ITEM # DESCRIPTION QUANTITY UOM UNIT PRICE EXTENDED PRICE Ship Email:

Ship Email:

Page 3 of 3 ends

Purchase Order # 22500362
Purchase Order Total
Total Ext. Price
$2,963,000.00
$2,963,000.00

PLEASE SEE ATTACHED PURCHASE ORDER TERMS AND CONDITIONS

PURCHASE ORDER
[email protected]
30 MUED WATER PRODUCTION / WATER DISTRIBUTION MAINTEANNCE 1.0000 EA $5,409.4800 $5,409.48 [email protected]
31 FCS SOLID WASTE LEASE 1.0000 EA $127,734.7100 $127,734.71 [email protected]
32 FCS SOLID WASTE MAINTENANCE 1.0000 EA $3,594.8400 $3,594.84 [email protected]
33 MUED WASTEWATER LEASE 1.0000 EA $130,118.6400 $130,118.64 [email protected]
34 MUED WASTEWATER MAINTENANCE 1.0000 EA $4,750.4400 $4,750.44 [email protected]
35 FCS GROVES LEASE 1.0000 EA $15,649.3200 $15,649.32
[email protected]
36 FCS GROVES MAINTENANCE 1.0000 EA $911.0400 $911.04
[email protected]
37 FCS CEMETERY LEASE 1.0000 EA $40,385.5200 $40,385.52 [email protected]
38 FCS CEMETERY MAINTENANCE 1.0000 EA $1,949.5200 $1,949.52 [email protected]
39 FCS AIRPORT LEASE 1.0000 EA $7,372.6800 $7,372.68
[email protected]
40 FCS AIRPORT MAINTENANCE 1.0000 EA $537.0000 $537.00
[email protected]
41 MS IT LEASE 1.0000 EA $10,451.4600 $10,451.46
[email protected]
42 MS IT MAINTENANCE 1.0000 EA $540.0000 $540.00
[email protected]
43 FCS EQUIPMENT MAINT. DIV LEASE 1.0000 EA $40,394.4400 $40,394.44 [email protected]
44 FCS EQUIPMENT MAINT. DIV MAINTENANCE 1.0000 EA $10,000.0000 $10,000.00 [email protected]
45 PARTS / MATERIALS 1.0000 EA $9,998.0000 $9,998.00
[email protected]
46 DMV FEES 1.0000 EA $18,597.5800 $18,597.58
[email protected]
47 TIRE FEES 1.0000 EA $218.7500 $218.75
[email protected]
Redlands Regular Meeting of 2-4-2025 307 of 995
City Council Meeting L. 4.

DATE: 02/04/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of a $623,911.38 construction contract with Metrocell Construction, Inc. for the construction of the Carbon Reduction Program (CRP) Redlands Regional Connector (South) - Pedestrian & Bike Trail Project, Project No. F400032, Federal Project No.

CRP-5083(031); acceptance of a Carbon Reduction Program grant in the amount of $765,096.58; and determination that the project is categorically exempt under Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act (Municipal Utilities and Engineering Director Harris)
MOTION(S):

If the City Council determines that staff recommendation is appropriate, the following motions are provided:

I move that City Council determine that approval of a construction contract and construction of the CRP Redlands Regional Connector (South) - Pedestrian & Bike Trail Project, Project No. F400032, Federal Project No.

CRP-5083(031) are categorically exempt from environmental review pursuant to Section 15301(c) of the State’s guidelines implementing the California Environmental Quality Act;

1. I move that the City Council accept a Carbon Reduction Program (CRP) grant in the amount of for projects totaling $765,096.58; and

2. I move that City Council approve the CRP Redlands Regional Connector (South) - Pedestrian & Bike Trail Project plans and specifications, and approve a construction contract with Metrocell Construction, Inc. in the amount of $623,911.38.

3. Redlands Regular Meeting of 2-4-2025 308 of 995
RECOMMENDATION:

Staff recommends that City Council determine approval of a construction contract and construction of the CRP Redlands Regional Connector (South) - Pedestrian & Bike Trail Project, Project No. F400032, Federal Project No.

CRP-5083(031) are categorically exempt from environmental review pursuant to Section 15301(c) of the State’s guidelines implementing the California Environmental Quality Act. Staff further recommends that City Council accept a Carbon Reduction Program (CRP) grant in the amount of $765,096.58; approve the CRP Redlands Regional Connector (South) - Pedestrian & Bike Trail Project plans and specifications; award a construction contract to Metrocell Construction, Inc. in the amount of $623,911.38.

DISCUSSION:

On January 21, 2016, the City of Highland, in partnership with the City of Redlands, was awarded an Active Transportation Program (ATP) grant as the lead agency for the ATP Cycle 2 Redlands/Highland Regional Connector Project. The project aimed to construct a Class I bikeway on Orange Street, connecting Citrus Valley High School (CVHS) with the City of Highland. In 2017, KOA Corporation was contracted to complete the design for the trail. However, in December 2021, the project was canceled due to excessive environmental mitigation requirements imposed by the California Department of Fish and Wildlife and design was not completed by KOA.

In March 2023, the San Bernardino County Transportation Authority (SBCTA) Board of Directors approved splitting the ATP Cycle 2 Redlands/Highland Regional Connector Project. This decision separated the portion of the project with the most significant environmental mitigation, designating SBCTA as the lead agency for this segment. The City of Highland and the City of Redlands were each assigned responsibility for their respective segments. During the same meeting, with approval from Caltrans, the SBCTA Board allocated Federal Carbon Reduction Program (CRP) grant funding to the City of Redlands to complete its segment.

The CRP grant allocated to the City of Redlands amounts to $765,096.58, with an 11.47% local match requirement. Under this grant, the project proposes to construct 0.1 miles of Class IV bikeways on Texas Street, from CVHS to Domestic Avenue; 0.5 miles of Class I bicycle/pedestrian path on Domestic Avenue, connecting Texas Street to Orange Street; and 0.25 miles of Class I bicycle/pedestrian path on Orange Street, from Pioneer Street to Israel Beal Park.

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KOA Corporation prepared a 95% design for the project. City staff finalized the construction plans and specifications. Staff advertised the Project for bidding and on December 2, 2024, the City Clerk’s office received and opened the following seven (7) bids:

BID OPENING REPORT SUMMARY
Bidder Bid Amount

1. Metrocell Construction, Inc., Ontario, CA $ 623,911.38

2. CT&T Concrete Paving, Inc., Diamond Bar, CA $ 665,153.15

3. CSI Services, San Pedro, CA $ 890,479.00

4. HZS Engineering, Inc. dba HZS Construction, Orange, CA $ 987,149.00

5. Venture Construction & Management, Corona, CA $ 1,180,430.00

6. Jergensen Concrete, Inc., Phelan, CA * $ 1,348,553.40

7. All American Asphalt, Corona, CA $ 1, 638,580.00
* An arithmetic error was made within the proposal. Total bid amount was corrected from Bid Opening Report, but did not affect the ranking.

Each bid was reviewed by staff to determine responsiveness to bid requirements and Metrocell Construction, Inc., was determined to be the lowest responsive bidder. Staff recommends awarding a construction contract to Metrocell Construction, Inc. for an amount not-to-exceed $623,911.38. The Project will be completed within fifty (50) working days after a Notice to Proceed is issued to the Contractor.

Staff recommends City Council accept a Carbon Reduction Program grant in the amount of $765,096.58 for this project. Section 2.2.3 (Post Award Grant Administration) of the City Policy Manual requires City Council acceptance of this grant award. The approved FY 24/25 MUED budget includes funding for the project including City matching funds requirements, and staff recommends City Council acceptance of this grant.

This Project is categorically exempt from environmental review pursuant to Section 15301(c) of the State’s guidelines implementing the California Environmental Quality Act as the project involves negligible or no expansion of capacity.

ALTERNATIVES:

City Council may deny the staff recommendation and provide alternate direction.

Redlands Regular Meeting of 2-4-2025 310 of 995
STRATEGIC PLAN:

The project supports Strategic Plan Priority D, Strategic Objective 3.

Infrastructure: Engineer and construct transportation facilities to accommodate all potential users - motorists, cyclists and pedestrians.

SUBMITTED BY:

John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Goutam K. Dobey, City Engineer
PREPARED BY:

Veronica Medina, Associate Engineer
Fiscal Impact
Fiscal Year: FY 24/25
Appropriation Required Y/N: No
Budgeted Y/N: Yes
Account No.: 200400; 101400
Discussion:

There is no fiscal impact associated with this action. The total cost of the Project is included in the Governmental Grant Fund (200400), which will be reimbursed by the CalTrans CRP grant program after the successful completion of the project. The local match amount of 11.47%, which is $71,562.64, is included in the FY 24/25 Engineering General Fund (101400).

Attachments
A. Metrocell Construction Public Works Contract
B. Bid Opening Report
C. Bid Analysis
D. Location Map
E. Plans
F. Specifications
Redlands Regular Meeting of 2-4-2025 311 of 995
Redlands Regular Meeting of 2-4-2025 312 of 995
1 I:\cmo\Agreements\Metrocell Construction FY25-0011 (MUED).doc-jm

PUBLIC WORK CONSTRUCTION CONTRACT
This Public Work Construction contract (“Contract”) is made and entered into this 4 th day of February,
2025, by and between the City of Redlands, a municipal corporation, organized and existing under the laws of the State of California (hereinafter “City”), and Metrocell Construction, Inc. (hereinafter "Contractor"). City and Contractor are sometimes individually referred to herein as a “Party” and, together, as the “Parties.”
In consideration of the mutual promises contained herein, City and Contractor agree as follows:

1. SCOPE OF WORK: Contractor shall furnish all materials and will perform all of the work for the following: CRP Redlands Regional Connector (South) – Pedestrian & Bike Trail Project, complete all items as required by the Contract Documents (as herein defined) and Specifications for City’s CRP Redlands Regional Connector (South) – Pedestrian & Bike Trail Project, Project No. F400032, Federal Project No. CRP-5083(031) (the “Work”).

2. CONTRACT SUM: City shall pay Contractor the sum of six hundred twenty-three thousand nine hundred eleven dollars and thirty-eight cents dollars ($623,911.38) as consideration for its performance of the Work in accordance with the terms and conditions set forth in the Contract Documents. Pursuant to Public Contract Code Section 22300, Contractor has the option to deposit securities with an escrow agent as a substitute for retention of earnings required to be withheld by City pursuant to an escrow agreement as set forth in Public Contract Code section 22300.

3. TIME FOR COMPLETION: The Work shall be completed within fifty (50) working day(s) as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” from and after the date of City’s issuance of a Notice to Proceed to Contractor.

4. LIQUIDATED DAMAGES: Contractor’s failure to complete the Work within the time allowed will result in damages being sustained by City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. Accordingly, Contractor shall pay to City, or have withheld from monies due to Contractor, the sum of five hundred dollars ($500) for each working day as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” in excess of the specified time for completion of the Work. Execution of this Contract shall constitute agreement by City and Contractor those five hundred dollars ($500) per day is the estimated damage to City caused by the failure of Contractor to complete the work within the allowed time. Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due Contractor if such delay occurs.

5. CONTRACT DOCUMENTS: This Contract incorporates by reference the following: Notice Inviting Bids, Instructions to Bidders, Contractor’s Proposal, Bid Bond, Agreement, Performance Bond, Labor and Material Bond, Plans, General Conditions, Special Provisions and Specifications, and any addenda thereto (collectively, the “Contract Documents”).

6. ATTORNEYS' FEES: In the event any action is commenced to enforce or interpret the terms or conditions of this Contract, or the Contract Documents, the prevailing Party in such action, in addition to any costs and other relief, shall be entitled to recover its reasonable attorneys’ fees, including fees for use of in-house counsel by a Party.

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2 I:\cmo\Agreements\Metrocell Construction FY25-0011 (MUED).doc-jm

7. RESOLUTION OF CONSTRUCTION CLAIMS: Claims by Contractor in the amount of three hundred seventy five thousand dollars ($375,000) or less shall be made by Contractor and processed by the City pursuant to the provisions of Part 3, Chapter 1, Article 1.5 of the Public Contract Code (commencing with Section 20104). All claims shall be in writing and include the documents necessary to substantiate the claim. Nothing in subdivision (a) of Public Contract Code Section 20104.2 shall extend the time limit or supersede the notice requirements provided in this case from filing claims by Contractor.

8. ELIGIBILITY OF CONTRACTOR/SUBCONTRACTOR: Contractor and all of its subcontractors shall abide by California Public Contract Code, Section 6109, and California Labor Code Sections 1777.1 and/or 1777.7, and certify that they are not debarred and are eligible to work on this project.

9. ASSIGNMENT OF AGREEMENT: No assignment by a Party of any rights or interests under this Contract shall be binding on another Party without the written consent of the Party sought to be bound.

10. SUCCESSORS AND ASSIGNS: City and Contractor each binds itself and their respective successors and assigns in respect to all covenants, agreements, and obligations contained in the Contract Documents.

11. SEVERABILITY: Any provision or part of the Contract Documents held to be void or unenforceable under any law or regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor.

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3 I:\cmo\Agreements\Metrocell Construction FY25-0011 (MUED).doc-jm IN WITNESS WHEREOF, the Parties hereto have executed this Contract the day and year first written above.

CITY OF REDLANDS
(SEAL)
By:____________________________________
Mario Saucedo, Mayor
ATTEST:
____________________________________
Jeanne Donaldson, City Clerk
(SEAL)
Metrocell Construction, Inc.________________________
Name of Contractor
By:_______________________________________
Signature of Authorized Agent
__________________________________________
Title
__________________________________________
Signature of Authorized Agent (if necessary)
__________________________________________
Title
__________________________________________
Contractor's License No.

Redlands Regular Meeting of 2-4-2025 315 of 995
4 I:\cmo\Agreements\Metrocell Construction FY25-0011 (MUED).doc-jm

WORKER'S COMPENSATION INSURANCE CERTIFICATION
Description of Contract: City of Redlands
Municipal Utilities and Engineering Department
CRP Redlands Regional Connector (South) -
Pedestrian & Bike Trail Project
Project No. F400032, Federal Project No. CRP-5083(031)
Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:
a. By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. b. By securing from the Director of Industrial Relations, a certificate of consent to selfinsure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his or her employees.

CHECK ONE
_____I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861).
_____I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the workers’ compensation laws of California. However, at any time, if I employ any person such that I become subject to the workers’ compensation laws of California, immediately I shall provide the City with a certificate of consent to self-insure, or a certification of workers’ compensation insurance.

I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.

Dated this day of , 2025.

Metrocell Construction, Inc._____________
(Contractor)
_____________________________________
(Signature)
_____________________________________
(Official Title)
(SEAL)
(Labor Code Section 1861 provides that the above certificate must be signed and filed by the Contractor with the Owner prior to performing the work of the contract.)
Redlands Regular Meeting of 2-4-2025 316 of 995
5 I:\cmo\Agreements\Metrocell Construction FY25-0011 (MUED).doc-jm

FAITHFUL PERFORMANCE BOND
Whereas, the City of Redlands (“City”), State of California, and Metrocell Construction, Inc. (hereinafter designated as "Principal") have entered into an agreement dated February 4, 2025 (“Agreement”) whereby Principal agrees to install and complete certain public improvements (the “Work”), which said Agreement is identified as CRP Redlands Regional Connector (South) – Pedestrian & Bike Trail Project, Project No. F400032, Federal Project No. CRP-5083(031) and is hereby referred to and made a part hereof; and
Whereas, said Principal is required under the terms of the Agreement to furnish a bond for the faithful performance of the Work, now, therefore, we, the Principal and, _____________________________, as Surety, are held and firmly bound unto the City in the penal sum of six hundred twenty three thousand nine hundred eleven dollars and thirty-eight cents dollars ($623,911.38) lawful money of the United States, for the payment of which sum we bind ourselves, and our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the Agreement and any alteration thereof made as therein provided, on his or its 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 faithfully fulfill the one-year guarantee of all materials and workmanship, and shall defend, indemnify and save harmless the City and its elected officials, officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligations, all to be taxed as costs and included in the judgment rendered.

As a condition precedent to the satisfactory completion of the Work, the above obligation shall hold good for a period of one (1) year or longer if required by the Agreement after the acceptance of the work by the City, during which time if the Principal shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage made evident during this period from the date of completion of the Work, and resulting from or caused by defective materials or faulty workmanship, the above obligation in penal sum thereof shall remain in full force and effect. The obligations of Surety hereunder shall continue so long as any obligation of the Principal remains.

Whenever the Principal shall be, and is declared by the City to be, in default under the Agreement, the City having performed the City obligations thereunder, the Surety shall promptly remedy the default, or shall promptly, at the City’s option:

1. Complete the Work in accordance with its terms and conditions; or

2. Obtain a bid or bids for completing the Work in accordance with its terms and conditions, and upon determination by Surety of the lowest responsive and responsible bidder, Redlands Regular Meeting of 2-4-2025 317 of 995
6 I:\cmo\Agreements\Metrocell Construction FY25-0011 (MUED).doc-jm arrange for a contract between such bidder and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Work less the balance of the Agreement price, but not exceeding, including other costs and damages for which Surety may be liable hereunder, the amount set forth above. The term “balance of the Agreement price,” as used in this paragraph, shall mean the total amount payable to the Principal by the City under the Agreement and any modifications thereto, less the amount previously properly paid by the City to the Principal.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Principal.

Surety shall not utilize the Principal in completing the Work nor shall Surety accept a bid from the Principal for completion of the Work if the City, when declaring the Principal in default, notifies Surety of the City’s objection to the Principal’s further participation in the completion of the Work.

No right of action shall accrue on the bond to or for the use of any person or corporation other than the City named herein or the successors or assigns of the City. Any suit under this bond must be instituted within the applicable statute of limitations period.

The said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or 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 of time, alteration or addition to the terms of the Agreement or to the work or to the specifications.

No final settlement between the City and the Principal shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied.

The Principal and Surety agree that if the City is required to engage the services of any attorney in connection with the enforcement of this bond, each shall pay the City’s reasonable attorneys’ fees incurred, with or without suit, in addition to the above sum.

In witness whereof, this instrument has been duly executed by the Principal and Surety above named, on , 2025.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:___________________________________
__________________________________________
(Seal and Notarial Acknowledgment of
Surety)
Telephone ( )___________________________
Redlands Regular Meeting of 2-4-2025 318 of 995
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LABOR AND MATERIAL BOND
Whereas, the City Council of the City of Redlands, State of California, and Metrocell Construction, Inc. (hereinafter designated as “Principal”) have entered into an agreement (the “Agreement”) whereby Principal agrees to install and complete certain designated public improvements (the “Work”), which said agreement, dated February 4, 2025, and identified as CRP Redlands Regional Connector (South) – Pedestrian & Bike Trail Project, Project No.

F400032, Federal Project No. CRP-5083(031) is hereby referred to and made a part hereof; and Whereas, under the terms of the Agreement, Principal is required before commencing the performance of the Work, to file a good and sufficient Labor and Material bond with the City of Redlands to secure the claims to which reference is made in Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code of the State of California.

Now, therefore, said Principal and the undersigned as corporate surety, are held firmly bound unto the City and all contractors, subcontractors, laborers, material men and other persons employed in the performance of the Agreement and referred to in the aforesaid Code of Civil Procedure in the sum of six hundred twenty three thousand nine hundred eleven dollars and thirtyeight cents dollars ($623,911.38) for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall insure to the benefit of any and all persons, companies and corporations entitled to file claims under Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

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.

The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition.

In witness whereof, this instrument has been duly executed by the Principal and surety above named, on _______________________, 2025.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:_____________________________
(Seal and Notarial Acknowledgement of Surety) ____________________________________ Telephone: ( )___________________
Redlands Regular Meeting of 2-4-2025 319 of 995
Redlands Regular Meeting of 2-4-2025 320 of 995
ATTACHMENT "C"
Project No. F400032, Federal Project No. HSIPL-5083(031) BID DATE: 2-Dec-2024 CRP Redlands Regional Connector (South) - Pedestrian & Bike Trail Project EST. START DATE: 10-Feb-2024 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of total bid price) 1 LS $31,000.00 $31,000.00 $22,000.00 $22,000.00 $30,000.00 $30,000.00 2 Construction Survey and Monumentation
Restoration 1 LS $20,000.00 $20,000.00 $10,648.00 $10,648.00 $9,500.00 $9,500.00 3 Temporary Traffic and Pedestrian Control 1 LS $8,000.00 $8,000.00 $14,608.00 $14,608.00 $16,000.00 $16,000.00 4 Erosion Control 1 LS $15,000.00 $15,000.00 $8,875.00 $8,875.00 $14,000.00 $14,000.00 5 Clearing, Grubbing, and Removals 1 LS $36,898.08 $36,898.08 $35,370.00 $35,370.00 $29,000.00 $29,000.00 6 Install Reflective Delineator (Type E), per Caltrans
Std. A73C on Sheet 2 36 EA $213.00 $7,668.00 $40.00 $1,440.00 $100.00 $3,600.00 7 Construct 2.5" AC over 4" Aggregate Base,
Compact Top 6" to 95% Compaction 23,095 SF $7.40 $170,903.00 $6.55 $151,272.25 $7.00 $161,665.00 8 Slurry Seal (Type II) 20 ELT $715.00 $14,300.00 $225.00 $4,500.00 $700.00 $14,000.00 9 Remove and Replace 4" PCC Trail Over 95%
Compacted Naive 15,530 SF $7.61 $118,183.30 $10.30 $159,959.00 $16.00 $248,480.00 10 Construct 4" PCC Sidewalk Over 95% Compacted
Subgrade 310 SF $41.00 $12,710.00 $17.25 $5,347.50 $20.00 $6,200.00 11 Construct PCC ADA Curb Ramp Including Curb
and Gutter, AC Slot Patch, Retaining Curb, and 2 EA $9,250.00 $18,500.00 $7,886.45 $15,772.90 $7,500.00 $15,000.00 12 Construct PCC Mow Curb 2,400 LF $5.90 $14,160.00 $26.27 $63,048.00 $50.00 $120,000.00 13 Install 3 Rail PVC Fence Per Detail on Sheet 2 28 LF $209.00 $5,852.00 $91.85 $2,571.80 $300.00 $8,400.00 14 Adjust Water Valve/Water Meters Boxes to Grade 1 EA $544.00 $544.00 $242.00 $242.00 $300.00 $300.00 15 Adjust Manhole Frame and Cover to Grade 2 EA $1,633.00 $3,266.00 $1,694.00 $3,388.00 $300.00 $600.00 16 Construct Gate as Shown on Plans 3 EA $3,900.00 $11,700.00 $9,667.00 $29,001.00 $8,000.00 $24,000.00 17 Construct Removable Bollards 6 EA $1,143.00 $6,858.00 $777.70 $4,666.20 $1,000.00 $6,000.00 18 Restore Irrigation in Kind 1 LS $4,200.00 $4,200.00 $11,554.50 $11,554.50 $19,000.00 $19,000.00 19 Restore Landscape in Kind 1 LS $5,600.00 $5,600.00 $10,015.00 $10,015.00 $19,000.00 $19,000.00 20 Signing and Striping 1 LS $46,000.00 $46,000.00 $36,640.00 $36,640.00 $42,000.00 $42,000.00 21 Unforeseen work not covered within all other bid
items 1 LS $67,734.00 $67,734.00 $67,734.00 $67,734.00 $67,734.00 $67,734.00 22 Demobilization 1 LS $4,835.00 $4,835.00 $6,500.00 $6,500.00 $36,000.00 $36,000.00 Last Minute Additions/Deductions $0.00 $0.00 $0.00
Total Bid Price
License Status
Sub's License Status
Bid Bond Company
Submitted Entire Bid Package
Submitted Sub's Qualification Statement
DIR Status
Error in Bid
Active
Active
Contractors Bonding and Insurance Company
Yes
Yes
No
Yes Yes
Active Active
No
Active
No

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT

BID ANALYSIS
Item
No.

CSI Services Bid Item Quantity Unit
Metrocell Construction,
Inc.

CT&T Concrete Paving,
Inc.
$623,911.38 $890,479.00
Yes No
Active
Active
American Contractors Indemnity Company
Active
Active
Merchants Bonding Company (Mutual)
$665,153.15
Low Bidders #1, #2 and #3
Sheet 1 of 3
Redlands Regular Meeting of 2-4-2025 321 of 995
ATTACHMENT "C"
Project No. F400032, Federal Project No. HSIPL-5083(031) BID DATE: 2-Dec-2024 CRP Redlands Regional Connector (South) - Pedestrian & Bike Trail Project EST. START DATE: 10-Feb-2024 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of total bid price) 1 LS $30,000.00 $30,000.00 $50,000.00 $50,000.00 $57,500.00 $57,500.00 2 Construction Survey and Monumentation
Restoration 1 LS $10,000.00 $10,000.00 $56,960.00 $56,960.00 $28,750.00 $28,750.00 3 Temporary Traffic and Pedestrian Control 1 LS $25,000.00 $25,000.00 $17,800.00 $17,800.00 $34,500.00 $34,500.00 4 Erosion Control 1 LS $15,000.00 $15,000.00 $14,420.00 $14,420.00 $16,100.00 $16,100.00 5 Clearing, Grubbing, and Removals 1 LS $110,000.00 $110,000.00 $47,600.00 $47,600.00 $155,250.00 $155,250.00 6 Install Reflective Delineator (Type E), per Caltrans
Std. A73C on Sheet 2 36 EA $120.00 $4,320.00 $82.00 $2,952.00 $57.50 $2,070.00 7 Construct 2.5" AC over 4" Aggregate Base,
Compact Top 6" to 95% Compaction 23,095 SF $9.00 $207,855.00 $9.40 $217,093.00 $12.91 $298,156.45 8 Slurry Seal (Type II) 20 ELT $1,500.00 $30,000.00 $680.00 $13,600.00 $1,955.00 $39,100.00 9 Remove and Replace 4" PCC Trail Over 95%
Compacted Naive 15,530 SF $16.00 $248,480.00 $20.10 $312,153.00 $20.13 $312,618.90 10 Construct 4" PCC Sidewalk Over 95% Compacted
Subgrade 310 SF $40.00 $12,400.00 $12.00 $3,720.00 $28.75 $8,912.50 11 Construct PCC ADA Curb Ramp Including Curb
and Gutter, AC Slot Patch, Retaining Curb, and 2 EA $23,000.00 $46,000.00 $13,300.00 $26,600.00 $8,625.00 $17,250.00 12 Construct PCC Mow Curb 2,400 LF $24.00 $57,600.00 $37.40 $89,760.00 $57.50 $138,000.00 13 Install 3 Rail PVC Fence Per Detail on Sheet 2 28 LF $145.00 $4,060.00 $306.00 $8,568.00 $172.50 $4,830.00 14 Adjust Water Valve/Water Meters Boxes to Grade 1 EA $2,300.00 $2,300.00 $3,400.00 $3,400.00 $862.50 $862.50 15 Adjust Manhole Frame and Cover to Grade 2 EA $3,200.00 $6,400.00 $5,440.00 $10,880.00 $1,610.00 $3,220.00 16 Construct Gate as Shown on Plans 3 EA $11,000.00 $33,000.00 $7,480.00 $22,440.00 $4,140.00 $12,420.00 17 Construct Removable Bollards 6 EA $3,000.00 $18,000.00 $2,245.00 $13,470.00 $1,610.00 $9,660.00 18 Restore Irrigation in Kind 1 LS $7,000.00 $7,000.00 $40,800.00 $40,800.00 $39,100.00 $39,100.00 19 Restore Landscape in Kind 1 LS $7,000.00 $7,000.00 $74,880.00 $74,880.00 $21,850.00 $21,850.00 20 Signing and Striping 1 LS $35,000.00 $35,000.00 $72,000.00 $72,000.00 $60,544.05 $60,544.05 21 Unforeseen work not covered within all other bid
items 1 LS $67,734.00 $67,734.00 $67,734.00 $67,734.00 $67,734.00 $67,734.00 22 Demobilization 1 LS $10,000.00 $10,000.00 $13,600.00 $13,600.00 $20,125.00 $20,125.00 Last Minute Additions/Deductions $0.00 $0.00 $0.00
Total Bid Price
License Status
Sub's License Status
Bid Bond Company
Submitted Entire Bid Package
Submitted Sub's Qualification Statement
DIR Status
Error in Bid

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT

BID ANALYSIS
Item Jergensen Concrete, Inc.

No. Bid Item Quantity Unit
HZS Engineering, Inc.
dba HZS Construction
Venture Construction &
Management
$987,149.00 $1,180,430.00 $1,348,553.40
Active Active Active
Not Active Active Active
United Fire & Casualty Company Great Midwest Insurance Company Ohio Casualty Insurance Company (The) Yes No Yes
Yes Yes Yes
Active Active Pending
No No Yes
Low Bidders #4, #5, #6
Sheet 2 of 3
Redlands Regular Meeting of 2-4-2025 322 of 995
ATTACHMENT "C"
Project No. F400032, Federal Project No. HSIPL-5083(031) BID DATE: 2-Dec-2024 CRP Redlands Regional Connector (South) - Pedestrian & Bike Trail Project EST. START DATE: 10-Feb-2024 Unit Price Item Price
1 Mobilization (Maximum 5% of total bid price) 1 LS $30,000.00 $30,000.00 2 Construction Survey and Monumentation
Restoration 1 LS $16,000.00 $16,000.00
3 Temporary Traffic and Pedestrian Control 1 LS $157,000.00 $157,000.00 4 Erosion Control 1 LS $6,800.00 $6,800.00
5 Clearing, Grubbing, and Removals 1 LS $332,000.00 $332,000.00 6 Install Reflective Delineator (Type E), per Caltrans
Std. A73C on Sheet 2 36 EA $60.00 $2,160.00
7 Construct 2.5" AC over 4" Aggregate Base,
Compact Top 6" to 95% Compaction 23,095 SF $10.80 $249,426.00 8 Slurry Seal (Type II) 20 ELT $1,200.00 $24,000.00
9 Remove and Replace 4" PCC Trail Over 95%
Compacted Naive 15,530 SF $22.00 $341,660.00
10 Construct 4" PCC Sidewalk Over 95% Compacted
Subgrade 310 SF $26.00 $8,060.00
11 Construct PCC ADA Curb Ramp Including Curb
and Gutter, AC Slot Patch, Retaining Curb, and 2 EA $10,750.00 $21,500.00 12 Construct PCC Mow Curb 2,400 LF $82.00 $196,800.00
13 Install 3 Rail PVC Fence Per Detail on Sheet 2 28 LF $230.00 $6,440.00 14 Adjust Water Valve/Water Meters Boxes to Grade 1 EA $3,500.00 $3,500.00 15 Adjust Manhole Frame and Cover to Grade 2 EA $3,500.00 $7,000.00 16 Construct Gate as Shown on Plans 3 EA $15,300.00 $45,900.00 17 Construct Removable Bollards 6 EA $1,750.00 $10,500.00 18 Restore Irrigation in Kind 1 LS $32,500.00 $32,500.00 19 Restore Landscape in Kind 1 LS $11,500.00 $11,500.00 20 Signing and Striping 1 LS $38,100.00 $38,100.00
21 Unforeseen work not covered within all other bid
items 1 LS $67,734.00 $67,734.00
22 Demobilization 1 LS $30,000.00 $30,000.00
Last Minute Additions/Deductions $0.00
Total Bid Price
License Status
Sub's License Status
Bid Bond Company
Submitted Entire Bid Package
Submitted Sub's Qualification Statement
DIR Status
Error in Bid

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT

BID ANALYSIS
Item
No. Bid Item Quantity Unit All American Asphalt
Yes
Fidelity and Deposit Company of Maryland
$1,638,580.00
Active
Active
No
Yes
Yes
Low Bidders #7
Sheet 3 of 3
Redlands Regular Meeting of 2-4-2025 323 of 995
Copyright nearmap 2015
ATP Cycle 2
Phase 1
OneStop.mxd
This map was produced by the City of Redlands,
Geographic Information System.

The City of Redlands assumes no warranty or
legal responsibility for the information contained
on this map.

The data used to generate this map is dynamic
in nature, therefore the information shown may
or may not be the most current.

September 15, 2022

LOCATION MAP
Proposed Project
Segment
Legend
City Limits

PIONEER AVE

DOMESTIC AVE

PIONEER AVE

CITRUS VALLEY HIGH SCHOOL
Redlands Regular Meeting of 2-4-2025 324 of 995
Colton Ave
Lugonia Ave
San Bernardino Ave
Pioneer Ave
Eucalyptus Ave
Base Line St
Glenheather Dr
Love St
Streater Ave
Boulder Ave Orange St Church St
210
5th St Greenspot Rd Church St Orange St Palm Ave Church Ave Alabama St 9th St
3rd St California St Texas St Orange St
Domestic Ave
210
Tonner Dr

CRP REDLANDS REGIONAL

CITY OF REDLANDS

CONSTRUCTION PLANS FOR
OCTOBER 2024
FEDERAL PROJECT No. CRP-5083(031) CONNECTOR (SOUTH) PROJECT SHEET INDEX:

PAUL T. BARICH, MAYOR PRO TEM
CHARLES M. DUGGAN, JR., CITY MANAGER

DENISE DAVIS, COUNCIL MEMBER

EDDIE TEJEDA, MAYOR

JENNA GUZMAN-LOWERY, COUNCIL MEMBER

JEANNE DONALDSON, CITY CLERK
CITY COUNCIL:

CITY CLERK:

CITY STAFF:

TITLE SHEET & VICINITY/INDEX MAP
1 CITY OF REDLANDS MS - 2432
9 BENCHMARK

CONNECTOR (SOUTH) PROJECT
PROJECT No. CRP-5083(031)

REDLANDS REGIONAL

MARIO SAUCEDO, COUNCIL MEMBER
Redlands Regular Meeting of 2-4-2025 325 of 995
GWT
OHS
SDE

ELEVATION VIEW END VIEW - FOUNDATION

TOP VIEW OF CLOSED LID

TOP VIEW POST ONLY
LID

CUSTOMER

PROVIDED
LOCK

EMBEDMENT

SLEEVE &

HINGING LID
#4 REBAR

STIRRUPS &

HORIZONTAL

REINFORCEMENT
WHITE

REFLECTIVE
TAPE
WHITE

REFLECTIVE
TAPE
CITY OF REDLANDS MS - 2432 9

BENCHMARK

CONNECTOR (SOUTH) PROJECT
PROJECT No. CRP-5083(031)

REDLANDS REGIONAL
GENERAL NOTES & MISCELLANEOUS DETAILS 2
Redlands Regular Meeting of 2-4-2025 326 of 995
CITY OF REDLANDS MS - 2432 9

BENCHMARK

CONNECTOR (SOUTH) PROJECT
PROJECT No. CRP-5083(031)

REDLANDS REGIONAL
STREET IMPROVEMENT PLAN 3
Redlands Regular Meeting of 2-4-2025 327 of 995
CITY OF REDLANDS MS - 2432 9

BENCHMARK

CONNECTOR (SOUTH) PROJECT
PROJECT No. CRP-5083(031)

REDLANDS REGIONAL
TRAIL IMPROVEMENT PLAN 4
Redlands Regular Meeting of 2-4-2025 328 of 995
CITY OF REDLANDS MS - 2432 9

BENCHMARK

CONNECTOR (SOUTH) PROJECT
PROJECT No. CRP-5083(031)

REDLANDS REGIONAL
TRAIL IMPROVEMENT PLAN 5
L12
L13
L14
C5 ' '
Redlands Regular Meeting of 2-4-2025 329 of 995
TRAIL IMPROVEMENT PLAN 6
CITY OF REDLANDS MS - 2432 9

BENCHMARK

CONNECTOR (SOUTH) PROJECT
PROJECT No. CRP-5083(031)

REDLANDS REGIONAL
Redlands Regular Meeting of 2-4-2025 330 of 995
TRAIL IMPROVEMENT PLAN 7
CITY OF REDLANDS MS - 2432 9

BENCHMARK

CONNECTOR (SOUTH) PROJECT
PROJECT No. CRP-5083(031)

REDLANDS REGIONAL
Redlands Regular Meeting of 2-4-2025 331 of 995
END
CITY OF REDLANDS MS - 2432 9

BENCHMARK

CONNECTOR (SOUTH) PROJECT
PROJECT No. CRP-5083(031)

REDLANDS REGIONAL
SIGNING & STRIPING PLAN 8
Redlands Regular Meeting of 2-4-2025 332 of 995

KEEP KEEP
CITY OF REDLANDS MS - 2432 9

BENCHMARK

CONNECTOR (SOUTH) PROJECT
PROJECT No. CRP-5083(031)

REDLANDS REGIONAL
SIGNING & STRIPING PLAN 9
Redlands Regular Meeting of 2-4-2025 333 of 995

CITY OF REDLANDS

MUNICIPAL UTILITIES &

ENGINEERING DEPARTMENT
Bid Proposal, Contract Documents and Specifications
For
Redlands Regional Connector (South) Project
Project No. CRP-5083(031)
October 2024
Redlands Regular Meeting of 2-4-2025 334 of 995
Redlands Regular Meeting of 2-4-2025 335 of 995

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT
Bid Proposal, Contract Documents and Specifications
for
Redlands Regional Connector (South) Project
Project No. CRP-5083(031)
Construction (Greenbook) 202 21
Edition; Municipal Utilities and Engineering
and Sanitary Sewer System Standard Specifications, latest editions; and General Permit Conditions and Trench Specifications.

City Council:

Eddie Tejeda, Mayor
Paul T. Barich, Mayor Pro Tem
Denise Davis, Councilmember
Jenna Guzman-Lowery, Councilmember
Mario Saucedo, Councilmember
City Clerk:

Jeanne Donaldson, City Clerk
City Staff:

Charles M. Duggan Jr., City Manager
October 2024
Redlands Regular Meeting of 2-4-2025 336 of 995

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Redlands Regional Connector (South) Project
Project No. CRP-5083(031)

TABLE OF CONTENTS
(XX) REFLECTS PAGE IDENTIFICATION FOOTER ABBREVIATION

NOTICE INVITING SEALED PROPOSALS (NIB)

BID DOCUMENTS (BD)
INSTRUCTIONS TO BIDDERS .......................................................................................... 1 PROPOSAL 10
BID CERTIFICATION ........................................................................................................ 15 BID BOND 16
NON-COLLUSION AFFIDAVIT ...................................................................................... 17 STATEMENT BY BIDDER ............................................................................................... 18 OFFICERS OF CORPORATION (Members of Firm) ....................................................... 18 SUB-CONTRACTORS LIST ............................................................................................. 19 QUALIFICATION AND EXPERIENCE STATEMENT .................................................. 20 GENERAL INFORMATION ............................................................................................. 21

CONTRACT DOCUMENTS (CD)
PUBLIC WORKS CONSTRUCTION CONTRACT ........................................................... 2

GENERAL CONDITIONS (GC)
SECTION 1 GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS ...................................................................... 1 SECTION 2 - SCOPE OF THE WORK ............................................................................... 2 SECTION 3 - CONTROL OF THE WORK ......................................................................... 3 SECTION 4 - CONTROL OF MATERIALS ....................................................................... 8 SECTION 5 LEGAL RELATIONS AND RESPONSIBILITES ...................................... 9 SECTION 6 PROSECUTION AND PROGRESS OF THE WORK .............................. 31 SECTION 7 - MEASUREMENT AND PAYMENT ......................................................... 32 SECTION 8 - FACILITIES FOR AGENCY PERSONNEL .............................................. 34 SECTION 9 - ASSIGNMENT OF UNFAIR BUSINESS PRACTICES CLAIMS ........... 34 SECTION 10 - TRENCHING AND EXCAVATION ........................................................ 35 SECTION 11 - REMOVAL, RELOCATION OR PROTECTION OF EXISTING UTILITIES ................................................................................................... 35 SECTION 13 DISADVANTAGED BUSINESS ENTERPRISE .................................... 36 SECTION 200 - ROCK MATERIALS ............................................................................... 39 SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS ..................... 40 Redlands Regular Meeting of 2-4-2025 337 of 995
TOC 3
SECTION 203 - BITUMINOUS MATERIALS ................................................................. 40 SECTION 206 - MISCELLANEOUS METAL ITEMS ..................................................... 41 SECTION 207 GRAVITY PIPE ...................................................................................... 42 SECTION 211 - MATERIAL TESTS ................................................................................ 42 SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS ........................................................................... 42 SECTION 300 - EARTHWORK ........................................................................................ 43 SECTION 301 - TREATED SOIL, SUBGRADE PREPARATION AND PLACEMENT OF BASE MATERIALS ............................................................................. 47 SECTION 302 - ROADWAY SURFACING ..................................................................... 53 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION .............................. 62 SECTION 304 - METAL FABRICATION AND CONSTRUCTION .............................. 66 SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS ........................................................................... 66

GENERAL REQUIREMENTS
SECTION 01110 COORDINATION OF WORK
SECTION 01111 TRAFFIC CONTROL PLAN
SECTION 01112 DESCRIPTION OF WORK
SECTION 01200 MEASUREMENT AND PAYMENT
SECTION 01251 CHANGE ORDER REQUESTS
SECTION 01254 CHANGE ORDERS
SECTION 01298 SCHEDULE OF VALUES
SECTION 01321 CONSTRUCTION SCHEDULE
SECTION 01322 CONSTRUCTION PROGRESS PHOTOGRAPHY
SECTION 01323 CONSTRUCTION STATUS REPORTS
SECTION 01330 SUBMITTALS
SECTION 01572 EROSION CONTROL PLAN (PREPARED BY CONTRACTOR) SECTION 01581 CONSTRUCTION INFORMATION SIGNS
SECTION 01721 MOBILIZATION
SECTION 01722 SURVEYING
SECTION 01732 POTHOLING
SECTION 01740 DEMOBILIZATION

TECHNICAL SPECIFICATIONS
SECTION 02222 PROTECTING EXISTING UNDERGROUND UTILITIES

APPENDIX

APPENDIX A CHECKLIST OF LABOR LAW REQUIREMENTS
Redlands Regular Meeting of 2-4-2025 338 of 995
TOC 4

APPENDIX B CITY OF REDLANDS WORKDAY CONSTRUCTION SCHEDULE

AND SCHOOL SCHEDULE

APPENDIX C PERMIT

APPENDIX D CITY OF REDLANDS CONTRACTOR SAFETY PROGRAM

APPENDIX E CITY OF REDLANDS MUED GENERAL PERMIT CONDITIONS

AND TRENCH SPECIFICATIONS

APPENDIX F CALIFORNIA DEPARTMENT OF TRANSPORTATION EXHIBITS APPENDIX G FHWA-1273

APPENDIX H FEDERAL WAGE RATES

APPENDIX I ENVIRONMENTAL COMMITMENTS RECORD
Redlands Regular Meeting of 2-4-2025 339 of 995

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Redlands Regular Meeting of 2-4-2025 341 of 995
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BID DOCUMENTS
(BD)
Redlands Regular Meeting of 2-4-2025 344 of 995

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Redlands Regular Meeting of 2-4-2025 345 of 995
BD 1

INSTRUCTIONS TO BIDDERS
For
Redlands Regional Connector (South) Project
Project No. CRP-5083(031)
Bids to receive consideration shall be made in accordance with the following instructions:

1. PROPOSALS:
a. Bids shall be made upon the form of proposal furnished by the City. All Bids shall be properly executed with all items filled in; the signatures of all persons signing shall be in longhand. If the unit price and the total amount named by a Bidder for any item are not in agreement, the unit price shall be considered as representing the Bidder's intention, and the totals may be corrected by the Engineer to conform thereto. If the sum of the totals may be corrected by the Engineer to conform thereto. If the total price written in words and the total price written in figures are not in agreement, then the total price will be corrected by the Engineer to conform thereto.
b. Proposals may be rejected if they show any alterations of form, additions not called for, conditional or alternative bids, incomplete Bids, erasures, or irregularities of any kind. Mistakes shall be lined through and the correct amount written above and initialed by the authorized agent of the Bidder.
c. Bids shall be accompanied by a cashier's or a certified check or Bidder's admitted corporate surety bond, in an amount not less than ten percent (10%) of the bid, made payable to the City of Redlands. Said check or bond shall be given as a guarantee that the Bidder will enter into a contract if awarded the work. In the case of refusal or failure to enter into said Contract, within fourteen (14) days after Notice of Award by the City in writing, the security shall be applied by the City to the difference between such bid and next lowest acceptable bid and surplus, if any, shall be returned to Bidder if cash or check is used, or to Surety if bid bond is used. d. Before submitting a bid, Bidders shall carefully examine the Plans; read the Specifications; read all other Contract documents; shall visit the site of the work; shall fully inform themselves as to all existing conditions and limitations; and include in the bid a sum to cover the cost of all items included in the Contract. No allowance will be made due to lack of examination or knowledge. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered as to character, quality and scope of work to be performed; the quantities of materials to be furnished; and as to the requirements of the Bid Proposal, plans and specifications.

Redlands Regular Meeting of 2-4-2025 346 of 995
BD 2
e. Pursuant to CA Labor Code Section 1770 et seq., the successful bidder shall pay not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations. Copies of such prevailing rate of per diem wages are available at http://www.dir.ca.gov/OPRL/PWD/. Copies of the prevailing wage determination are also on file at the City of Redlands and shall be made available to any interested party upon request.
f. The bid must be submitted on or before the date and time specified in the Notice Inviting Sealed Proposals (Bids). The bid shall be submitted in a sealed envelope marked in the lower left corner as follows:

BID FOR: Redlands Regional Connector (South)
Project,
Project No. CRP-5083(031)
g. Bids will be opened and publicly read aloud at the time set in the Notice Inviting Sealed Proposals (Bids), in the Office of the City Clerk, Civic Center, 35 Cajon Street, Suite 4, Redlands, California.

2. AGREEMENT AND BONDS:

The form of Contract which the successful Bidder, as Contractor, will be required to execute is included in the Contract Documents (CD) of these specifications and should be carefully examined by the Bidder. The Agreement, admitted Corporate Surety Bonds and other documents to be executed by the Contractor shall be executed in original-duplicates stamped according to law, one of which original-duplicates shall be filed with the City Clerk of the City of Redlands. The successful Bidder, simultaneously with the execution of the Agreement, will be required to furnish a faithful performance bond and a labor and material bond, each in an amount equal to one hundred percent (100%) of the Contract price. Said bonds shall provide that if the Contractor or their Subcontractor fails to pay for any materials, provision, provender or other supplies or items used in, upon, for or about the performance of the work contracted to be done, or for any work of labor thereon of any kind, or for amounts due under the Unemployment Insurance Act or Workman's Compensation, with respect to such work or labor, that the surety or sureties will pay for the same. The amount shall not exceed the sum specified in the bond, and also, in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. All bonds shall be secured from surety companies satisfactory to the City of Redlands and whose name is on file with the County Clerk of San Bernardino County, as an approved and financially sound surety company authorized to transact business in this state.

3. WITHDRAWAL OF BIDS:
a. Any Bidder may withdraw his Bid, only by written request, at any time prior to the scheduled time for Bid Opening.
b. No Bidder may withdraw his Bid for a period of sixty (60) days after the time of Bid Opening except as allowed by the California Public Contract Code.

Redlands Regular Meeting of 2-4-2025 347 of 995
BD 3

4. INSURANCE AND HOLD HARMLESS REQUIREMENTS:

Before entering into a Contract, the Bidder to whom the Contract has been awarded shall furnish satisfactory evidence that they have secured all required insurance from a responsible insurance company authorized to do business in California and satisfactory to the City, and such insurance shall be maintained in full force and effect at the Contractor's own expense during the life of the Contract. Contractor shall furnish the City with the customary Certificates of Insurance for all required insurance listed below. General Liability Insurance shall name the City and the Consultant, as an additional insured and shall be primary and noncontributing to any insurance or self-insurance maintained by the City. All liability 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 City shall be notified by registered mail, return receipt requested, giving sufficient time before the date thereof to comply with any applicable law or statute, but in no event less than forty five (45) days before expiration or cancellation is effective.

The coverage shall provide the following minimum limits based on the type of work proposed under this Contract. The Contractor shall determine if the proposed work requires Tier 1 or Tier 2 Insurance Requirements as follows:

CONTRACTED OPERATIONS DESIGNATED AS TIER 1
Air Conditioning (HVAC)
Systems (installation)
Electric Light or Power Line
Construction Pipeline Construction
Airport Runways (paving,
repaving, etc.) Elevator Work Roofing
Blasting Operations Excavation Sandblasting
Bridge or Elevated Highway
Construction
Fire Suppression Systems
(installation)
Sewer and Water Main
Construction
Buildings Structural Work
(including elevators)
Gas Mains or Connections
Construction Sign Erection (streets)
Building Structure (raising or
moving) Geophysical Exploration Solar Energy
Cable Installation in Conduits
and Conduit Construction
(streets)
Grading of Land Street Cleaning
Caisson or Cofferdam Work Hazardous Materials
Contractors Street or Road Construction
Dam or Reservoir Construction Irrigation or Drainage
Construction
Tank Construction, Installation,
Erection or Repair
Demolition (structures) Landscape Construction (street
or street medians)
Telephone or Cable Line
Construction
Drilling Painting (exterior greater than
single story)
Tree Pruning, Dusting,
Spraying or Removal
Redlands Regular Meeting of 2-4-2025 348 of 995
BD 4
TIER 1 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
$1 Million Per Occurrence/ $2 Million Aggregate
City listed as an Additional Insured on the coverage
Coverage is primary and non-contributory
If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
$1 Million Combined Single Limit
City listed as an Additional Insured on the coverage
Must include liability arising from all owned, leased, hired, and non-owned autos If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Commercial Umbrella/ Excess Liability
$5 Million Per Occurrence/ Aggregate
City listed as an Additional Insured on the coverage
Coverage is primary and non-contributory
If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Workers Compensation
$1 Million Per Occurrence for Bodily Injury by Accident $1 Million Each Employee for Bodily Injury by Disease
$1 Million Policy Limit for Bodily Injury by Accident
Waiver of Subrogation in favor of City
If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission e. Pollution Policy (Hazardous Materials) [If Applicable] Required of Projects that involve Demolition and/or Excavation Activities $1 Million Per Occurrence/ $2 Million Aggregate
City listed as an Additional Insured on the coverage
Redlands Regular Meeting of 2-4-2025 349 of 995
BD 5
TIER 2 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
$1 Million Per Occurrence/ $2 Million Aggregate
City listed as an Additional Insured on the coverage
Coverage is primary and non-contributory
If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
$1 Million Combined Single Limit
City listed as an Additional Insured on the coverage
Must include liability arising from all owned, leased, hired, and non-owned autos If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Workers Compensation
$1 Million Per Occurrence for Bodily Injury by Accident $1 Million Each Employee for Bodily Injury by Disease
$1 Million Policy Limit for Bodily Injury by Accident
Waiver of Subrogation in favor of City
If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Pollution Policy (Hazardous Materials) [If Applicable] Required of Projects that involve Demolition and/or Excavation Activities $1 Million Per Occurrence/ $2 Million Aggregate
City listed as an Additional Insured on the coverage
CONTRACTED OPERATIONS DESIGNATED AS TIER 2
Air Conditioning (HVAC)
Systems (service and repair) Carpentry (building interiors) Fire Suppression Systems (service and repair) Alarms and Alarm Systems Communications Equipment
Installation (interior) Landscape Construction
Building Interior Work (service,
repair and non-structural
remodeling)
Driveway, Parking Area or
Sidewalk (paving or repaving) Painting (exterior)
Cable Installation in Conduits
(buildings) Fence Erection All Other Job Types including Vendors Redlands Regular Meeting of 2-4-2025 350 of 995
BD 6
Contractor expressly waives all rights to subrogation against the City, its officers, employees and volunteers for losses arising from work performed by Contractor for City by expressly waiving Contractor’s immunity for injuries to Contractor’s employees and agrees that the obligation to indemnify, defend and hold harmless provided for in this Agreement extend to any claim brought by or on behalf of any employee of Contractor. This waiver is mutually negotiated by the parties. This shall not apply to any damage resulting from the sole negligence of City, its agents and employees. To the extent any of the damages referenced herein were caused by or resulted from the concurrent negligence of City, its agents or employees, the obligations provided herein to indemnify, defend and hold harmless are valid and enforceable only to the extent of the negligence of contractor, its officers, agents and employees.

Subcontractors. The prime contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements from each subcontractor.

The Contractor shall not assign or sublet the contract, in whole or in part, without the written consent of the City, nor shall the contractor assign any monies due to, or to become due to, Contractor hereunder without prior written consent of the City.

The Contractor shall be fully responsible to the City for the acts and omissions of the subcontractor and persons either directly or indirectly employed by the Contractor. Consent to subcontracting part of the work shall, in no way, release the Contractor from responsibility for performance of the work, and Contractor will be held, in all respects, accountable for the same as if no consent had been given. The Contractor shall give personal attention to this work which is sublet. Nothing contained in the contract documents shall create any contractual relation between any subcontractor and the City.

Hold Harmless and Indemnification. Contractor shall indemnify, hold harmless and defend City and its elected officials, agents and employees and the Consultant from and against any and all claims, losses or liability, including attorney’s fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure to act of Contractor, its subcontractors, and any officers, agents and employees in performing the work required by this Agreement. Contractor’s obligations under this provision shall not be limited in any way by any terms of this Agreement, or the insurance limits.

5. LICENSES AND PERMITS:

No bid will be accepted from a Contractor who is not licensed in accordance with the law under the provisions of Division III, Chapter 9 of the Business and Professions Code of the State of California.

The Contractor shall, at the time of bid opening, possess a valid “Class A” or “C8” Contractor's license, and provide its California State Contractor’s License number to the City.

All subcontractors listed at the time of bid opening shall possess a valid Contractor’s license for the work in which they are specified to complete within the Bid Submittal Package.

Redlands Regular Meeting of 2-4-2025 351 of 995
BD 7
The Contractor shall, prior to Notice to Proceed, procure all other permits and licenses as stipulated in the GENERAL CONDITIONS.

In addition, no contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015 or awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

Contractors shall submit proof of registration status with their bid submission to the City of Redlands. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

6. SUBSTITUTION OF SECURITIES:

In accordance with applicable provisions of State law, the Contractor will be permitted to substitute qualified securities in lieu of retention of withheld progress payments by the Owner.

7. SUBCONTRACTORS:

Pursuant to Section 4105 of the California Public Contract Code, the bidder may not circumvent the requirement to list subcontractors by the device of listing one subcontractor, who in turn sublets portions constituting a majority of the work covered by the contract.

A. Pursuant to California Government Code section 4106, subcontractors who will perform work or labor or render services in an amount in excess of one-half of one the bid documents. Such list shall be accompanied by an experienced statement with pertinent information regarding similar projects and other evidence of qualifications for each such subcontractor, supplier, individual, or entity if requested by City. If City or engineer, after doing an investigation, has reasonable objection to any proposed subcontractor, supplier, individual, or entity, City may, before the notice of award is given, request the apparent successful bidder to submit a substitute, without an increase in the bid.

Any subcontractor, supplier, individual or entity so listed and against which City makes no written objection prior to the giving of the notice of award will be deemed acceptable by City subject to verification of such assessments after the effective date of the agreement as provided herein.

8. NON DEBARRED CONTRACTORS AND SUBCONTRACTORS The Contractor and all of its subcontractors shall, at the time of bid opening and for performance of this public works contract, be non-debarred contractors and not be ineligible Contractors pursuant to Public Contract Code section 6109 and Labor Code sections 1777.1 and 1777.7.

Redlands Regular Meeting of 2-4-2025 352 of 995
BD 8

9. LABOR LAW REQUIREMENTS
Prior to the start of construction, the Contractor and each subcontractor shall submit to the City an executed Checklist of Labor Law Requirements, included within Appendix A, certifying that each Contractor and Subcontractor will comply with the foregoing Labor Law requirements; and fully understands that failure to comply with these requirements will subject it to the penalties cited herein.

By submitting a bid, the prime contractor and subcontractors involved in this project assure that they intend to comply with the labor law requirements noted within Appendix A, fully understanding that failure to comply may subject them to penalties as noted.

10. BID PROTEST PROCEDURES
Street, Suite 4, Redlands, CA 92373, before 5:00 p.m. no later than two working days requirements:

10.2 Protest Contents. The bid protest must contain a complete statement of the basis for the protest and all supporting documentation. Material submitted after the Bid Protest Deadline will not be considered. The protest must refer to the specific portion or portions of the Contract Documents upon which the protest is based. The protest must include the name, address, email address, and telephone number of the person representing the protesting bidder if different from the protesting bidder.

10.3 Copy to Protested Bidder. A copy of the protest and all supporting documents must be concurrently transmitted by fax or by email, by or before the Bid Protest Deadline, to the protested bidder and any other bidder who has a reasonable prospect of receiving an award depending on the outcome of the protest.

10.4 Response to Protest. The protested bidder may submit a written response to the within two working days after the Bid Protest Deadline or after actual receipt of the bid supporting documentation. Material submitted after the Response Deadline will not be considered. The response must include the name, address, email address, and telephone Redlands Regular Meeting of 2-4-2025 353 of 995
BD 9
number of the person representing the protested bidder if different from the protested bidder.

10.5 Copy of Protesting Bidder. A copy of the response and all supporting documents must be concurrently transmitted by fax or by email, by or before the Bid Protest Deadline, to the protesting bidder and any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest.

10.6 Exclusive Remedy. The procedure and time limits set forth in this section are further pursue a bid protest, including filing a Government Code Claim or initiation of legal proceedings.

10.7 Right to Award. The City Council reserves the right to award the Contract to the bidder it has determined to be the responsible bidder submitting the lowest responsive bid, and to issue a notice to proceed with the Contract notwithstanding any pending or continuing challenge to its determination.

Redlands Regular Meeting of 2-4-2025 354 of 995
BD 10

PROPOSAL
TO: THE CITY OF REDLANDS, SAN BERNARDINO COUNTY, CALIFORNIA Pursuant to and in compliance with your Notice Inviting Bids, and the other documents relating thereto, the undersigned Bidder, having familiarized themselves with the terms of the Contract, the local conditions affecting the performance of the Contract and the cost of the work at the place where the work is to be done, and with the plans thereto, hereby proposes and agrees to perform within the time stipulated, the Contract, including all of its component parts and everything required to be performed, and to provide and furnish any and all of the labor, materials, tools, equipment and all utility and transportation services necessary to perform the contract, and complete in a identified as
Redlands Regional Connector (South) Project
Project No. CRP-5083(031)
NOTE: Bidders must bid each item in this schedule. All entries in the entire PROPOSAL must be made clearly and in ink. Mistakes shall be lined through and the correct amount written above and initialed by the authorized agent of the Bidder.

BID SCHEDULE
description)
Item
No. Brief Description Estimated Quantity
Unit Price
(If Applicable) Total Price in Figures
1 Mobilization (Maximum 5%
of Total Base Bid Price)
LUMP
SUM N/A $______________________
2 Construction Survey and
Monumentation Restoration
LUMP
SUM N/A $______________________
3 Temporary Traffic and
Pedestrian Control
LUMP
SUM N/A $______________________
4 Erosion Control LUMP
SUM N/A $______________________
5 Clearing, Grubbing, and
Removals
LUMP
SUM N/A $______________________
6 Install Reflective Delineator
(Type E), per Caltrans Std.

A73C on Sheet 2
36 EA $_________/EA $______________________
7 Aggregate Base, Compact Top
6" to 95% Compaction
23,095 SF $_________/SF $______________________
Redlands Regular Meeting of 2-4-2025 355 of 995
BD 11
8 Slurry Seal (Type II) 20 ELT $_________/ELT $______________________ 9 Remove and Replace 4" PCC
Trail Over 95% Compacted
Naive
15,530 SF $_________/SF $______________________
10 Construct 4" PCC Sidewalk
Over 95% Compacted
Subgrade
310 SF $_________/SF $______________________
11 Construct PCC ADA Curb
Ramp Including Curb and
Gutter, AC Slot Patch,
Retaining Curb, and Sidewalk,
Case and Type as Shown on
Plans
2 EA $_________/EA $______________________
12 Construct PCC Mow Curb 2,400 LF $_________/LF $______________________ 13 Install 3 Rail PVC Fence Per
Detail on Sheet 2 28 LF $_________/LF $______________________ 14 Adjust Water Valve/Water
Meters Boxes to Grade 1 EA $_________/EA $______________________ 15 Adjust Manhole Frame and
Cover to Grade 2 EA $_________/EA $______________________ 16 Construct Gate as Shown on
Plans 3 EA $_________/EA $______________________
17 Construct Removable Bollards 6 EA $_________/EA $______________________ 18 Restore Irrigation in Kind LUMP
SUM N/A $______________________
19 Restore Landscape in Kind LUMP
SUM N/A $______________________
20 Signing and Striping LUMP
SUM N/A $______________________
21 Unforeseen work not covered
within all other bid items
LUMP
SUM N/A $ 67,734
22 Demobilization LUMP
SUM N/A $______________________
BID SCHEDULE PRICE $______________________

Redlands Regular Meeting of 2-4-2025 356 of 995
BD 12
Last Minute Additions/Deductions*__________________________________________ Bid Item No.________ Last Minute Additions/Deductions*__________________________________________ Bid Item No.________ Last Minute Additions/Deductions*__________________________________________ Bid Item No.________ BID SCHEDULE TOTAL PRICE: $_______________________________________________________ BID SCHEDULE TOTAL PRICE WRITTEN IN WORDS: ________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ * Provision is made here for the Bidder to include an addition or deduction in its bid, if it wishes, to reflect any last-minute adjustments in prices. The addition or deduction, if made, will be proportionately applied to the Progress Payments total for the respective item in the Schedule of Prices, the amount being added or deducted for each monthly payment. The unit prices entered in the Schedule of Prices will not be affected.

Redlands Regular Meeting of 2-4-2025 357 of 995
BD 13
LOW BID DETERMINATION:

The low bid will be determined pursuant to Public Contract Code Section 20103.8 as the lowest bid price on the Bid Schedule Total Price on page BD 12. A responsible bidder who submits the lowest bid as determined by the above method shall be awarded the contract, if it is awarded, by the City Council of the City of Redlands.

Redlands Regular Meeting of 2-4-2025 358 of 995
BD 14

ADDENDA
Receipt of the following addenda is hereby acknowledged and the same is included in the Bid Price:

Addendum #1___________ Addendum #2___________ Addendum #3____________ (initials) (initials) (initials)
Addendum #4___________ Addendum #5___________ Addendum #6____________ (initials) (initials) (initials)
ATTEST: (if Corporation)
(Corporation Seal) ___________________________________ _____________________________________ Company Name Signature ____________________________________ _____________________________________ Address Name ____________________________________ _____________________________________ City, State, Zip Title Redlands Regular Meeting of 2-4-2025 359 of 995
BD 15

BID CERTIFICATION
The undersigned certifies that they are familiar with the various State and local laws affecting labor, length of working days, employer's liabilities, Sunday work, alien labor, domestic materials, Subcontractors, etc.

It is understood and agreed that the work under the contract will be commenced by the undersigned Bidder, if awarded the contract, within ten (10) calendar days from the date in the Notice to Proceed and will be completed by the Contractor in the time set forth in the CONTRACT. Enclosed find Bidders bond or certified or cashier's check No. _________________ on the __________________________________ Bank, in the amount of ______________________ _______________________ which is not less than ten percent (10%) of the Bid submitted by the undersigned, made payable to the City of Redlands, California and which is given as a guarantee that the Bidder agrees that in case of their default in executing said contract with necessary bonds, the bond or check accompanying this Bid and the money made payable shall become and remain the property of the City of Redlands.

It is understood and agreed that the City of Redlands has the right to waive defects or irregularities and to accept or reject any or all Bids. No Bidder may withdraw their Bid for a period of sixty (60) days after the time of the Bid Opening except as allowed by the California Public Contract Code.

The following information, required by State law under penalty of perjury, is true and correct.

Failure to complete this information renders the bid non-responsive, and the bid must be rejected. ____________________________________ _______________________________________ Company Name Signature ____________________________________ _______________________________________ Address Signatory's Title ____________________________________ _______________________________________ City, State, Zip State License Number and Class ____________________________________ _______________________________________ Telephone Number License Expiration Date Dated this ________________ day of ___________________, 20___.

Redlands Regular Meeting of 2-4-2025 360 of 995
BD 16

BID BOND

KNOW ALL PERSONS BY THESE PRESENTS,
That ______________________________________________________________ as Principal, and ______________________________________ as Surety, are held and firmly bound unto the City of Redlands, hereinafter called City, in the sum of ______________________________________ dollars, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

WHEREAS, said Principal has submitted a bid to said City to perform all work required under the Project No. CRP-5083(031). NOW, THEREFORE, if said Principal is awarded a contract by said City and, within the time and in the manner required under the heading "Instructions to Bidders" bound with said Specifications, enters into a written contract on the form of agreement bound with said Specifications and furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials; then this obligations shall be null and void, otherwise it shall remain in full force and effect. In the event suit is brought upon this bond by said City and Judgment is recovered, said Surety shall pay all costs incurred by said City in such suit, including a reasonable attorney's fee to be fixed by the court.

SIGNED AND SEALED, this _________ day of _____________________________, 20____. ______________________________(SEAL) _______________________________(SEAL) (Principal) (Surety)
By:_________________________________ By:__________________________________ (Signature) (Signature)
Address:______________________________ _____________________________________ Telephone (___)________________________ (Seal and Notarial Acknowledgment of Surety)
Redlands Regular Meeting of 2-4-2025 361 of 995
BD 17

STATEMENT BY BIDDER

NON-COLLUSION AFFIDAVIT

STATE OF )
) ss

COUNTY OF )
, being first duly sworn, deposes and says that
he is (Sole Owner, a Partner, President, Secretary, etc.) of
(Contractor)
the party making the foregoing bid on Project No. CRP-5083(031) that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or of any other Bidder or to fix any overhead, profit, or cost element of the bid price or of that of another bidder, or to secure any advantage against the public body awarding the Contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that the Bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company, association organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

By: ______________________________ Title: ________________________________ Subscribed and sworn to before me this day of __________________________, 20 .

Signature of Officer Administering Oath
(Notary Public)
Redlands Regular Meeting of 2-4-2025 362 of 995
BD 18

STATEMENT BY BIDDER
OFFICERS OF CORPORATION (Members of Firm)
The names of all persons interested in the foregoing proposals as principals, are as follows:
(IMPORTANT NOTICE - if Bidder or other interested person is a corporation, state legal name of corporation, also names of the president, secretary, treasurer and manager thereof; if a copartnership, state true name of firm, also names of all individual co-partners composing firm; if Bidder or other interested person is an individual, state first and last names in full). _____________________________________ _____________________________________ _____________________________________ _____________________________________ _____________________________________ _____________________________________ Licensed in accordance with an act providing for the Registration of Contractors, License No. ______________________________________.

Signature of Bidder Dated NOTE: If Bidder is a corporation, the legal name of the corporation shall be set forth above, together with the signature of the officer(s) authorized to sign contracts on behalf of the corporation; if Bidder is a co-partnership, the true name of the firm shall be set forth above, together with the signature of the partner or partners authorized to sign contracts in behalf of the co-partnership, and if the Bidder is an individual, that signature shall be placed above.

Redlands Regular Meeting of 2-4-2025 363 of 995
BD 19

STATEMENT BY BIDDER

SUB-CONTRACTORS LIST
Bidder supplies the following information for any Subcontractor who will perform work or labor or render services to the prime contractor, etc. to be used on Project No. CRP-5083(031), all in accordance with Section 4104 of the California Public Contract Code.

AND BUSINESS ADDRESS
LICENSE #

SPECIFIC

DESCRIPTION

OF SUBCONTRACT
& BID ITEM #
% OF BID

ITEM TO BE

PERFORMED
Redlands Regular Meeting of 2-4-2025 364 of 995
BD 20

STATEMENT BY BIDDER

QUALIFICATION AND EXPERIENCE STATEMENT
The following outline is a record of the undersigned Bidder's experience in construction of three (3) projects of a type similar in magnitude and character to that contemplated under Project No. CRP5083(031) within the past two years. Include the location of each project as well as the name, address, and phone number of the owner, and name of individual to contact. bid, or in the construction of streets or highways, one half of one percent of the prime ousand dollars ($10,000), whichever is greater shall provide a similar outline. Additional pages outlining this portion of the Bid may be attached. Failure to provide this statement may result in rejection of the bid by the City of Redlands.

1. Owner's Name:

Contact Person: Phone: ( )
Address of Owner:

Project Description:

Amount of Contract: Completion Date:

2. Owner's Name:

Contact Person: Phone: ( )
Address of Owner:

Project Description:

Amount of Contract: Completion Date:

3. Owner's Name:

Contact Person: Phone: ( )
Address of Owner:

Project Description:

Amount of Contract: Completion Date:

Redlands Regular Meeting of 2-4-2025 365 of 995
BD 21

STATEMENT BY BIDDER

GENERAL INFORMATION

1. Bidder's Mailing Address

2. Number of years engaged in the contracting business under your present firm or trade name:

3. Have you ever failed to complete any work awarded to you? (Yes or No) . If yes, provide details in the space provided in Item 10.

4. Have you ever defaulted on a contract? (Yes or No) . If yes, provide details in the space provided in Item 10.

5. Have you ever been a party to a lawsuit or gone to arbitration during the last 5 years? (Yes or No) . If yes, provide details in the space provided in Item 10.

6. Has any Stop Notice been filed against you during the last 5 years? (Yes or No) . If yes, provide details in the space provided in Item 10.

7. Has your contractor's license ever been suspended, revoked, or subject to disciplinary action? (Yes or No) . If yes, provide details in the space provided in Item 10.

8. Contracts currently on hand:

Agency Name Amount of Contract Start Date Completion Date

9. Enter the name of person(s) who inspected the site of the proposed work for your firm and the date of said site inspection.

Name: Date:

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BD 22

10. In the space provided, the Bidder shall provide details concerning any "Yes" answers provided in this "General Information" section. Details shall include, but not be limited to, the nature of dispute, name of the agency involved and the final outcome. If requested by the City, the Bidder shall supply additional information, sufficiently detailed, to permit evaluation of the Bidder's ability to perform the work.

Question
Number Details

Redlands Regular Meeting of 2-4-2025 367 of 995

CONTRACT DOCUMENTS
(CD)
Redlands Regular Meeting of 2-4-2025 368 of 995

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K:\Capital Projects\240400 GENERAL CAPITAL IMPROVEMENT\ATP Cycle 2 - 47025\CRP\Design\Specifications\City of Redlands\Public Work Contract.PW-3.1(Work Days).doc

PUBLIC WORK CONSTRUCTION CONTRACT
is made and entered into this ___ day of
____________, 2024, by and between the City of Redlands, a municipal corporation, organized and existing under the laws of the State of California and __________________ (hereinafter "Contractor"). City and Contractor are sometimes individually referred to herein as a In consideration of the mutual promises contained herein, City and Contractor agree as follows:

1. SCOPE OF WORK: Contractor shall furnish all materials and will perform all of the work for the following: Redlands Regional Connector (South) Project, complete all items as required by Redlands Regional
Connector (South) Project, Federal Project No. CRP-5083(031)

2. CONTRACT SUM: City shall pay Contractor the sum of ___________________ dollars ($___________) as consideration for its performance of the Work in accordance with the terms and conditions set forth in the Contract Documents. Pursuant to Public Contract Code Section 22300, Contractor has the option to deposit securities with an escrow agent as a substitute for retention of earnings required to be withheld by City pursuant to an escrow agreement as set forth in Public Contract Code section 22300.

3. TIME FOR COMPLETION: The Work shall be completed within Fifty (50) working day(s) as defined in Section 1-
from and after the date of Notice to Proceed to Contractor.

4. LIQUIDATED DAMAGES: Contractor to complete the Work within the time allowed will result in damages being sustained by City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. Accordingly, Contractor shall pay to City, or have withheld from monies due to Contractor, the sum of Five Hundred dollars/cents ($500) for each working day as defined in Section 1-2 of the Standard Specifications for Public Works in excess of the specified time for completion of the Work. Execution of this Contract shall constitute agreement by City and Contractor that Five Hundred dollars ($500) per day is the estimated damage to City caused by the failure of Contractor to complete the work within the allowed time. Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due Contractor if such delay occurs.

5. CONTRACT DOCUMENTS: This Contract incorporates by reference the following: Notice , Performance
Bond, Labor and Material Bond, Plans, General Conditions, Special Provisions and Specifications, and any addenda thereto (collectively,

6. ATTORNEYS' FEES: In the event any action is commenced to enforce or interpret the terms or conditions of this Contract, or the Contract Documents, the prevailing Party in such action, in including fees for use of in-house counsel by a Party.

7. RESOLUTION OF CONSTRUCTION CLAIMS: Claims by Contractor in the amount of three hundred seventy five thousand dollars ($375,000) or less shall be made by Contractor and processed by the City pursuant to the provisions of Part 3, Chapter 1, Article 1.5 of the Public Redlands Regular Meeting of 2-4-2025 370 of 995
K:\Capital Projects\240400 GENERAL CAPITAL IMPROVEMENT\ATP Cycle 2 - 47025\CRP\Design\Specifications\City of Redlands\Public Work Contract.PW-3.1(Work Days).doc
Contract Code (commencing with Section 20104). All claims shall be in writing and include the documents necessary to substantiate the claim. Nothing in subdivision (a) of Public Contract Code Section 20104.2 shall extend the time limit or supersede the notice requirements provided in this case from filing claims by Contractor.

9. ASSIGNMENT OF AGREEMENT: No assignment by a Party of any rights or interests under this Contract shall be binding on another Party without the written consent of the Party sought to be bound.

Redlands Regular Meeting of 2-4-2025 371 of 995
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IN WITNESS WHEREOF, the Parties hereto have executed this Contract the day and year first written above.

CITY OF REDLANDS
(SEAL)
By:____________________________________
Eddie Tejeda, Mayor
ATTEST: ____________________________________ Jeanne Donaldson, City Clerk (SEAL)

__________________________________________ Name of Contractor By:_______________________________________
Signature of Authorized Agent __________________________________________ Title __________________________________________ Signature of Authorized Agent (if necessary) __________________________________________ Title __________________________________________ Contractor's License No.

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WORKER'S COMPENSATION INSURANCE CERTIFICATION
Description of Contract: City of Redlands
Municipal Utilities & Engineering Department
Redlands Regional Connector (South) Project
Federal Project No. CRP-5083(031)
Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:
a. By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. b. By securing from the Director of Industrial Relations, a certificate of consent to selfinsure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his or her employees.

CHECK ONE
_____I am aware of the provisions of Section 3700 of the Labor Code which requires every -insurance
in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work and activities required or permitted under this Agreement. (Labor Code §1861).
_____I affirm that at all times, in performing the work and activities required or permitted under this Agreement, I shall not employ any person in any manner such that I become subject to the City with a certificate of consent to selfinsurance.

I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.

Dated this day of , 2024. _____________________________________ (Contractor) _____________________________________
(Signature) _____________________________________
(Official Title)
(SEAL)
(Labor Code Section 1861 provides that the above certificate must be signed and filed by the Contractor with the Owner prior to performing the work of the contract.)
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FAITHFUL PERFORMANCE BOND ______________ (hereinafter designated as "Principal") have entered into an agreement dated _____, 2024 is identified as Redlands Regional Connector (South) Project and is hereby referred to and made a part hereof; and
Whereas, said Principal is required under the terms of the Agreement to furnish a bond for the faithful performance of the Work, now, therefore, we, the Principal and, _____________________________, as Surety, are held and firmly bound unto the City in the penal sum of ________________________________ dollars ($_______________) lawful money of the United States, for the payment of which sum we bind ourselves, and our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

Whenever the Principal shall be, and is declared by the City to be, in default under the Agreement, the City having performed the City obligations thereunder, the Surety shall promptly

1. Complete the Work in accordance with its terms and conditions; or

2. Obtain a bid or bids for completing the Work in accordance with its terms and conditions, and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Work less the balance of the Agreement price, but not exceeding, including other costs and damages for which Surety may be liable hereunder, the Redlands Regular Meeting of 2-4-2025 374 of 995
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mean the total amount payable to the Principal by the City under the Agreement and any modifications thereto, less the amount previously properly paid by the City to the Principal.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Principal.

No final settlement between the City and the Principal shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied.

The Principal and Surety agree that if the City is required to engage the services of any In witness whereof, this instrument has been duly executed by the Principal and Surety above named, on , 2024.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:___________________________________
__________________________________________ (Seal and Notarial Acknowledgment of Surety)
Telephone ( )___________________________

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LABOR AND MATERIAL BOND
Whereas, the City Council of the City of Redlands, State of California, and ________________ ____________, 2024, and identified as
Redlands Regional Connector (South) Project, Federal Project No. CRP-5083(031) is hereby referred to and made a part hereof; and
Whereas, under the terms of the Agreement, Principal is required before commending the performance of the Work, to file a good and sufficient Labor and Material bond with the City of Redlands to secure the claims to which reference is made in Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code of the State of California.

Now, therefore, said Principal and the undersigned as corporate surety, are held firmly bound unto the City and all contractors, subcontractors, laborers, material men and other persons employed in the performance of the Agreement and referred to in the aforesaid Code of Civil Procedure in the sum of ______________ dollars ($_____) for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount the City in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein 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.

In witness whereof, this instrument has been duly executed by the Principal and surety above named, on _______________________, 2024.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:_____________________________
(Seal and Notarial Acknowledgement of Surety) ____________________________________ Telephone: ( )___________________ Redlands Regular Meeting of 2-4-2025 376 of 995
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GENERAL CONDITIONS
(GC)
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GENERAL CONDITIONS
The Standard Specifications for Public Works Constructions, 2021 Edition (Greenbook), together with supplements as published by Building News, Inc., are modified herein and comprise the Standard Specifications. For convenience, the section and subsection numbering system used in these modifications correspond to those used in the Greenbook. Unless specifically deleted or modified herein, all requirements of the Greenbook shall prevail.

SECTION 1 GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS,

UNITS OF MEASURE, AND SYMBOLS
1-2 TERMS AND DEFINITIONS.

Agency - Amend as follows:

The legal entity (City) for which the Work is being performed.

Bidder - Amend as follows:

Any individual, firm, partnership, corporation, or combination thereof, licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions Code, submitting a Bid for the Work, acting directly or through a duly authorized representative.

City. The City of Redlands, San Bernardino County, California, being the legal entity for which the Work is being performed. Also referred to as Agency or Owner.

City Council. The City Council of the City of Redlands, San Bernardino County, California, being the body authorizing entrance into legal agreements and allowing work in public right-ofway or on public property controlled by the City of Redlands. Also referred to as Board.

Engineer - Amend as follows:
ity Engineer of the Agency, or other person designated by the City Engineer, acting either Fabricated. An item specifically assembled or made out of selected materials to meet individual design requirements.

Guarantee. See Warranty.

Laboratory. The designated laboratory authorized by the City of Redlands to test materials and work involved in the Contract.

Manufactured. A standard mass-produced unit or item meeting design requirements.

Owner. The City of Redlands, San Bernardino County, California.

Pavement. The uppermost layer of material placed on the traveled way or shoulder. Also referred to as surfacing.

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Rain Day. A scheduled working day when you cannot perform work on the controlling activity for at least 50 percent of the day with at least 50 percent of the normal labor and equipment due to adverse weather-related conditions that cause the Contractor to dismiss the crew.

Street - Delete and replace with the following:
place, circle, walk, way, or any public right-ofSurety - Delete and replace with the following:
licensed to conduct business in the State of California and County of San Bernardino and acceptable to the City of Redlands, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations Warranty. An extended insurance by the Contractor, of any product or item of work installed as a part of this project for replacement and/or repair for the time period specified, including but not limited to, all parts, labor, materials, tools, equipment costs, etc. necessary for the product or item of work to be in proper and acceptable working condition after completion of the project.

For the purposes of this Contract, the period of coverage shall begin on the date of the Notice of Completion filed by the Owner.

Working Hours. Unless specified otherwise, working hours shall be from 7:00 AM to 4:00 PM, Monday through Friday, inclusive. Saturdays, Sundays, and City Holidays, as shown on the current year Construction Schedule, are excluded unless authorized by the City. 1-7.2 CONTRACT BONDS. - Add the following sentence to paragraph 1:

The warranty provisions set forth in Section 7-18 shall be secured by the Contract Performance Bond required under this section and said Bond shall remain in full force and effect for a period of one year from the date of completion as specified in the Notice of Completion.

SECTION 2 - SCOPE OF THE WORK
2-2 PERMITS. - Amend the following:

Amend the first sentence of paragraph 1 as follows:

The Contractor will obtain all permits necessary to perform the work in streets, highways, railways or other rights-ofAdd the following sentence between the first and second sentences of paragraph 1:

For all work within Caltrans right-of-way, the Contractor shall obtain their own Caltrans Encroachment Permit and pay all necessary permit and inspection fees as required by Caltrans.

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GC 3
Add the following paragraph:

The Contractor shall, prior to the start of work, procure all permits and licenses, including but not limited to, a City Business License for itself, subcontractors, and all parties performing actions associated with this contract within the City of Redlands, City Truck Route Permit, City Street/Lane Closure Permit, City Encroachment Permit, USA Verification Number, DOSH Excavation Permit, other permits required by agencies and/or utilities having jurisdiction on the work, pay all charges and fees required by the City, other agencies and utilities, and give all notices necessary and incidental to the due and lawful prosecution of the work. All City permits associated with this project are no fee to the Contractor.

SECTION 3 - CONTROL OF THE WORK
3-7 CONTRACT DOCUMENTS.
3-7.1 General. Add the following paragraphs:
approved by the Engineer before any work is performed. It is mutually agreed that approval by responsibility for accuracy of dimensions and details, and that the Contractor shall be responsible for agreement and conformity of their working plans with the approved plans and specifications.

Finished surfaces in all cases shall conform with the lines, grades, cross sections, and dimensions shown on the approved plans. Deviations from the approved plans will be determined by the Engineer and approved in writing. In the event of a discrepancy between any drawing and the figures written thereon, the figures shall be taken as correct.

Should it appear that the work to be done or any matter thereto is not sufficiently detailed or explained by the plans and specification, the Contractor shall apply to the Engineer for such further explanation as may be necessary and shall conform to such explanation or interpretation as part of the Contract so far as may be consistent with the intent of the original plans and specifications.
3-7.1.1 Preconstruction Meeting. The Contractor to whom the contract is awarded, and all his major subcontractors, shall attend a pre-construction meeting. The time and location of said meeting will be set by the City. Contractor will be given adequate notice of such meeting. It shall be the Contractor's responsibility to notify his subcontractors of the time and location of the meeting. All submittals as required under the General Requirements shall be submitted by the Contractor at the time of the meeting.

The Contractor will be provided with an electronic (.PDF file) of the conformed plans and specifications for their use throughout the project. Contractor is responsible for all costs of reproduction.

Progress meetings will be scheduled by the City. The Contractor will be given at least five working days notice of the time and location of said meetings. The Contractor has the responsibility of notifying his subcontractors, suppliers, and fabricators of the time and location Redlands Regular Meeting of 2-4-2025 382 of 995
GC 4
of said meetings. Meetings will be held either at the job site, at the offices of the City of Redlands, or at any other location approved by the City. The Contractor may request, in writing, than five working days after receiving said written notice. 3-7.2 Precedence of Contract Documents. Replace paragraph 2 with the following:

The precedence shall be (A. being highest, O. being lowest):

A. Permits from other Agencies as may be required by law.

B. Change Orders.

C. Contract.

D. Addenda.

E. Bid Schedule/Proposal.

F. General Requirements.

G. Technical Specifications.

H. Plans.

I. MUED General Permit Conditions and Trench Specifications.

J. City of Redlands Water & Sewer Systems Standard Specifications.

K. General Conditions.

L. City of Redlands Standard Specifications and Detail Drawings for Design and Construction of Public Improvements and all Supplements M. Standard Specifications for Public Works Construction (SSPWC), 2018 Edition N. Standard Plans for Public Works Construction, 2012 Edition O. Reference Specifications.
3-8.7 Record Drawings. The Contractor shall maintain at the job site, a set of record drawings for the work showing: exact location information of all existing underground utilities encountered, final locations determined in the field, any deviations from the plans and specifications and new work performed within the work area; and all differences between the work as drawn and as installed for all concealed work as well as work added which is not shown on the drawings. Concealed work shall mean all work installed underground or in an area which cannot be readily inspected by use of access panels, inspection plates or other removable features. When vacuum excavation (potholing) services are required, contractor to provide report that identifies depth and alignment of underground utilities.

These record drawings shall be kept current and legible, and shall be available for inspection at all times by the Engineer, Architect and Contractor. All information, changes in the work or work added on these record drawings shall be marked in red. All markings shall use the same legends that are used on the drawings. Indicate locations by exact dimensions and elevations. Give dimensions and elevations from a permanent reference point and prepare all changes to scale.

At the end of construction, the contractor shall prepare one set of marked-up prints of the record drawings indicating any and all revisions and changes to the drawings reflecting As-Built conditions. The drawings shall also contain a listing of all subcontractors who worked on the construction project. The As-Built drawings will be submitted to the Municipal Utilities and Engineering Department for review and approval by the City Inspector and Engineer.

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GC 5
The design engineer or City staff shall prepare the final As-Built drawings for record purposes in one of the following two ways: (1) Check out the original drawings from the City and manually revise the drawings to reflect the As-Built condition; or (2) Re-plot the original drawings electronically on 4 mil mylars and make revisions electronically to reflect the As-Built conditions.

The final As-Built drawings will be reviewed and approved by the City Inspector and Engineer The construction related bonds will not be released by the City until the As-Built drawings are accepted by the Engineer and all City stipulated conditions for the release of the bonds have been satisfied.
3-10 SURVEYING.
3-10.3 Line and Grade. - Add the following sentences to paragraph 1:

All distances and measurements shown are and will be made in a horizontal plane. Construction line and grade staking shall be set at maximum intervals of 25 feet when the grade is 0.50 percent or greater. Construction line and grade staking shall be set at maximum intervals of 12 feet when the grade is less than 0.50 percent.
3-10.4 Permanent Survey Markers.

The Registered (licensed) Land Surveyor or Registered Civil Engineer authorized to practice land surveying in accordance with all provisions of Section 8771 of the Business and Profession Code shall be hired as a subcontractor or employed by the Contractor. 3-10.5 Survey Service.

Contractor shall be responsible for: furnishing all surveying and staking, horizontal and vertical, as shown on the plans and in accordance with the specifications; furnishing all staking for sub-grade and base course grades per typical sections; replacing any existing monuments and ties which have been destroyed by construction; identifying, locating and tying out all monuments and ties necessary within the work area; and shall reinstall all disturbed monuments and ties, supplying the Engineer with copies of monument and tie sheets recorded with the County Surveyor in accordance with applicable State law. Monuments shall be approved by the Engineer.

Surveying and staking shall be done by a Registered (licensed) Land Surveyor or Registered Civil Engineer authorized to practice land surveying in accordance with all provisions of Section 8771 of the Business and Professions Code.

Unless otherwise specified, stakes will be set and stationed by the Contractor s surveyor for curbs, headers, sewers, storm drains, structures, rough grade and all other staking necessary for the construction of the work. A corresponding cut or fill to finished grade (or flowline) will be indicated on a grade sheet to be supplied to the Engineer. The Contractor shall dig all holes necessary for line and grade stakes.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY.
3-13.2 Acceptance. - Add the following paragraphs:

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GC 6
The Contractor shall submit written assertion that the work has been completed prior to the Engineer making final inspection. The Engineer will have 48 hours to inspect the work. If the Engineer determines that the work is not complete, written notice will be given.

Until final acceptance of work by the Engineer, the Contractor shall have charge and care thereof from damage caused by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the work. The Contractor shall rebuild, repair, restore, and make good all injuries or damage to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof.

All work which has been rejected shall be remedied or removed and replaced by the Contractor at their expense with work conforming to the plans and specifications. Any defective material or workmanship which may be discovered before final acceptance or within one year from the date of final acceptance shall be immediately corrected by the Contractor at their expense, notwithstanding that it may have been overlooked in previous inspections and estimates. Failure to inspect work at any stage shall not relieve the Contractor from any obligation to perform sound and reliable work as herein described. It is the Contractor s ultimate responsibility to deliver a complete, operational project that complies in all details with these specifications, at the time of final acceptance.

Any omission or failure on the part of the City to discover or notify the Contractor of or to condemn defective work or material at the time of construction shall not be deemed as acceptance, and the Contractor will be required to correct defective work or material prior to final acceptance.

The City will endeavor to locate any errors or defective materials or workmanship and call them to the attention of the Contractor prior to subsequent work being performed. However, the City is under no obligation to do so and shall not be held liable because errors or defective material or workmanship by the Contractor are not discovered prior to subsequent work.

Nothing in this section shall be construed to limit the rights of the City to immediately correct conditions which are unsafe or which pose a public health nuisance. Should said corrections later be found to be caused by defective material and/or workmanship, the Contractor and their surety shall reimburse the City for costs reasonably incurred while attending the situation.

In the event it is necessary for the City to file suit to enforce any liability of the Contractor pursuant to this Section, the City shall be entitled to recover from the Contractor, in addition to all other amounts found due and owing, costs of suit and reasonable expenses and fees including reasonable attorneys fees incurred by the City in successfully enforcing the Contractor s obligation, all to be taxed as costs and included in any judgment rendered.
3-13.3 Warranty. - Amend the following:

Amend the first sentence of the paragraph 3:
commence from the date of the final acceptance, except where longer warranty periods are specified.

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GC 7
Add the following paragraphs:

All start-up and testing shall be complete, approved and accepted before final acceptance, substantial completion, or beneficial occupancy.

The warranty provided herein shall not be in lieu of, but shall be in addition to any warranties or other obligations otherwise imposed by the specifications or by law. The remedies provided herein shall not be exclusive and the City shall be entitled to any and all remedies provided by law. 3-14 INSPECTION.

The Contractor shall notify the Engineer at least 24 hours in advance before inspection is required.

Whenever the Contractor varies the period during which work is carried on each day, due notice shall be given to the Engineer so that proper inspection may be provided. Varied working hours may be allowed only upon written authorization from the Engineer.

Work financed in whole or in part with funds from another public entity or performed within the jurisdiction of another public entity shall be subject to inspection at all times by authorized representatives of that entity.

The work shall be ready for inspection, whether by City, other public entities or independent testing laboratories, at the scheduled times arranged by the Contractor. If, in the City s sole judgment, the work is not ready and the inspection must be rescheduled, the Contractor shall be notified. The Contractor shall reschedule the inspection and provide the proper 24 hour notification for the rescheduled inspection. Any costs incurred by the City for rescheduled inspections shall be reimbursed prior to the release of Bonds.

In order to allow for inspection, the Contractor shall notify the City s inspector sufficiently in advance of the permanent concealment of any materials or work. The City s inspector shall make the appropriate notifications to other public entities and independent testing laboratories for inspections. All inspections required in the specifications for this project shall be coordinated through the City s inspector.

If any work is concealed or performed without the prior notice specified, the work shall be subject to such tests or exposure as may be necessary to prove to the City, Architect and Engineer, that the materials used and the work performed are in conformity with the drawings and specifications. All labor, tools, materials and equipment necessary for exposing and testing shall be furnished by the Contractor at their expense. The Contractor shall replace at their expense, any materials or work damaged by exposure or testing.

Overtime inspection may be requested by the Contractor. Overtime inspection includes but is not limited to, any hours worked outside of the inspector s normal working hours including weekends and holidays. Such requests shall be on a case-by-case basis as determined by the Engineer. If the Engineer so determines and approves, overtime inspection shall be paid for by the Contractor at the current City billing rate at the time of request or as billed by other public entities or independent testing laboratories. Any costs incurred by the City for overtime inspection shall be reimbursed prior to the release of Bonds.

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GC 8
SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL. - Delete and replace with the following:

Should any work performed or material furnished under the Contract prove defective or not in accordance with the Plans and Specifications and in the opinion of the Engineer such defect is not of sufficient magnitude or importance to make the work dangerous or unusable, or if the removal of such work is impracticable or will create dangerous or undesirable conditions, the Engineer at his discretion shall have the right and authority to retain such work instead of requiring it to be removed and reconstructed, but he shall make such deductions therefore in the payment due the Contractor as may be just and reasonable.
4-1.1 Warranty of Title. No materials, supplies or equipment for the work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest therein or any part thereof is retained by the seller or supplier. The Contractor warrants clear and good title to all materials supplied and equipment installed and incorporated in the work and agrees, upon completion of all work, to deliver the premises, together with all improvements and appurtenances constructed or placed thereon by him, to the Owner free from any claims, liens, encumbrances or charges, and further agrees that neither he nor any person, firm, or corporation furnishing any material or labor for work covered by the Contract shall have any right to a lien upon the premises or any improvement or appurtenance thereon, provided that this shall not preclude the Contractor from installing metering devices or other equipment of utility companies the title of which is commonly retained by the utility company. Nothing contained in this article, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection, or any right under any law permitting such persons to look to funds due the Contractor, which are in the hands of the Owner. 4-1.2 Clayton Act. In submitting a bid to the City, if the bid is accepted the Contractor agrees it will assign to the City all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (chapter 2 [commencing with Section 16700] of Part 2 Division 7 of the Business and Professionals Code), arising from purchases of goods, materials, or services by the Bidder for sale to the City pursuant to the bid. Such assignment shall be made and become effective at the time the City tenders final payment to the Bidder. 4-1.3 General. Add the following paragraph:

The Agency uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract. The Agency may examine the records and reports of tests the Contractor performs if they are available at the job site. Schedule work to allow time for QAP. 4-2 BUY AMERICA REQUIREMENTS. Furnish steel and iron materials to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the steel and iron were melted and manufactured. Steel and iron materials must be produced in the U.S. except:

1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials [60 Fed Reg 15478 (03/24/1995)]; Redlands Regular Meeting of 2-4-2025 387 of 995
GC 9

2. If the total combined cost of the materials does not exceed the greater of 0.1 percent of the total bid or $2,500, materials produced outside the U.S. may be used.

Production includes:

1. Processing steel and iron materials, including smelting or other processes that alter the physical form or shape (such as rolling, extruding, machining, bending, grinding, and drilling) or chemical composition;

2. Coating application, including epoxy coating, galvanizing, and painting, that protects or enhances the value of steel and iron materials.

SECTION 5 LEGAL RELATIONS AND RESPONSIBILITES
5-1.1
A noise level limit of 86 dbA at a distance of 15 m (50 feet) shall apply to all construction equipment on or related to the work whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided, except in those cases required for the protection of personnel.
5-1.2 General.

The enclosed toilets required by this section shall be located within an approved yard, if one is acquired by the Contractor. If a yard is not acquired by the Contractor or the project is not within a City owned property, the toilets must be installed on a trailer and removed from the jobsite each day. At no times shall toilets be stored within the public right of way outside of working hours. 5-3 LABOR. - Amend the following:
5-3.1 General. - Add the following paragraphs:

Employment of apprentices are required on projects of $30,000 or more. Provisions in Sections 1777.5 of the California Labor Code fixes responsibility of compliance with that section for all apprenticeable occupations with the Contractor. Section 1777.5 provides that the Contractor and every Subcontractor shall submit contract award information to the applicable joint apprenticeship committee. One apprentice hour for every five journeymen hours worked is the minimum State requirement applicable to each apprenticeable trade. Section 1777.7 of said Labor Code provides that the Contractor shall forfeit as a civil penalty the sum of one hundred dollars ($100.00) for each calendar day of noncompliance with provision of said Section 1777.5.

The Contractor will observe all applicable health and safety requirements, including, but not limited to the California and Federal Occupational Safety and Health Acts. The Contractor shall submit for review by the City a Site Specific Health and Safety Plan prior to the commencement of construction activities. This Plan shall meet or exceed the requirements of 29 CFR 1910.120. 5-3.2 Prevailing Wages. - Add the following paragraphs:

Contractors are hereby notified that pursuant to Section 1770 of the Labor Code of the State of California, the City Council of the City of Redlands, California, by Resolution No. 2326, has Redlands Regular Meeting of 2-4-2025 388 of 995
GC 10
ascertained the general prevailing rate of hourly wages and rates for legal holidays and overtime work in the locality where this work is to be performed, for each craft or type of workman or mechanic needed to execute the Contract which will be awarded to the successful Bidder. The Contractor shall comply with Sections 1770 to 1780 inclusive of the Labor Code and Master Labor Agreement of Southern California.

The Contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this Contract in full less legally required deductions and also deductions made pursuant to the regulations prescribed under the so- - 875; 40 U.S.C. 276c).

In accordance with Section 1775 of the California Labor code, Contractor shall forfeit to City, as a penalty, a minimum of $40 for each day, or portion thereof, and a maximum of $200 for each day, or portion thereof, for each worker paid, either by Contractor, or any subcontractor, less than the prevailing rates as determined by the Director of the California Department of Industrial Relations for the work.

Contractor further agrees to fully comply with all applicable provisions of the California Labor Code including but not limited to Sections 1771, 1775, 1776, 1777.5, 1813 and 1815. Failure to abide by prevailing wages and laws by Contractor will be enforced.

The Contractor or subcontractor shall, as a penalty, to the State or political subdivision on whose behalf the contract is made or awarded forfeit twenty-five ($25) dollars for each worker employed in the execution of the contract by the respective contractor or subcontractor for each calendar day during which the worker is required or permitted to work more than 8 hours in any calendar day and 40 hours in any calendar work in violation of Labor Code section 1813. 5-3.3 Payroll Records. Delete and replace with the following:

The contractor and subcontractors shall submit electronic certified payroll on a weekly basis to the City of Redlands through LCPtracker. LCPtracker is a web-based labor compliance management system. The Prime Contractor and Subcontractors and lower-tier Subcontractors will receive an email from LCPtracker providing their log-on identification and temporary password. The Contractors will need to follow the instructions in the email to set-up their permanent password and activate their account. Once their account is setup, LCPtracker Inc. provides either computer based subcontractor who is performing any labor, on a weekly basis. The prime contractor is responsible payroll as part of their weekly payroll packet. All labor compliance correspondence and submissions will be made through the LCPtracker software.

All certified payroll shall be submitted no later than 7 days from the close of the pay period. The payroll records shall set out accurately and completely the name, social security number, classification and hourly wage rate of each employee, hours worked by employee during the payroll period and a full weekly wages and the actual weekly wages paid to the employee. Such certified payroll records shall be made available at all time for inspection by the City, the Department of Redlands Regular Meeting of 2-4-2025 389 of 995
GC 11
Industrial Relations, the Department of Labor or authorized representatives within ten days of request. The contractor and subcontractor shall preserve weekly payroll records for a period of three (3) years from the date of completion of the Contract. In case on noncompliance with said Section 1776 and after a ten-day period following receipt of written notice, the Contractor shall forfeit to the California Department of Industrial Relations one hundred dollars ($100.00) for each calendar day or portion thereof, for each worker in non-compliance, until compliance is effectuated.

In order to meet labor compliance requirements, all contractors will be required to complete eDocuments which are accessed, submitted and approved through LCPtracker. All eDocuments are required to be signed by an owner/officer or authorized signer. The Prime Contractor and each Subcontractor and every lower-tier Subcontractor and any Vendors subject to this provision shall comply with Title 8, Section 16404 of the California Code of Regulations.

A Fringe Benefit Statement shall be submitted with the first payroll and is required for both the prime contractor and any subcontractors. A new Fringe Benefit Statement will be required when general determinations are issued in February and August. Please refer to the DIR website for additional details. Any weeks where no work was performed must be represented by the submittal of a Statement of Non-Performance covering the 7 day pay period where no hours were worked on marked as such in the LCPtracker system.

Failure by the Contractor to comply with the aforementioned requirements shall result in withheld progress payments until such time certified payroll documents have been received, reviewed, and accepted by the City. The City reserves the right to seek assistance from the State Department of Industrial Relations in determining the acceptability of certified payroll submittals before release of withheld progress payments. Prior to the release of retention monies, all certified payroll must be submitted on the project and any outstanding issues that may have occurred throughout the project must be resolved.
5-4 INSURANCE. - Delete Section 5-4.1, Section 5-4.2 and replace with the following:

Before entering into a Contract, the Bidder to whom the Contract has been awarded shall furnish satisfactory evidence that they have secured all required insurance from a responsible insurance company authorized to do business in California and satisfactory to the City, and such insurance shall be maintained in full force and effect at the Contractor's own expense during the life of the Contract. Contractor shall furnish the City with the customary Certificates of Insurance for all required insurance listed below. General Liability Insurance shall name the City and the Consultant, as an additional insured and shall be primary and non-contributing to any insurance or self-insurance maintained by the City. All liability 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 City shall be notified by registered mail, return receipt requested, giving sufficient time before the date thereof to comply with any applicable law or statute, but in no event less than forty five (45) days before expiration or cancellation is effective.

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TIER 1 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
$1 Million Per Occurrence/ $2 Million Aggregate
City listed as an Additional Insured on the coverage
Coverage is primary and non-contributory
If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
$1 Million Combined Single Limit
City listed as an Additional Insured on the coverage
Must include liability arising from all owned, leased, hired, and non-owned autos If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Commercial Umbrella/ Excess Liability
CONTRACTED OPERATIONS DESIGNATED AS TIER 1
Air Conditioning (HVAC)
Systems (installation)
Electric Light or Power Line
Construction Pipeline Construction
Airport Runways (paving,
repaving, etc.) Elevator Work Roofing
Blasting Operations Excavation Sandblasting
Bridge or Elevated Highway
Construction
Fire Suppression Systems
(installation)
Sewer and Water Main
Construction
Buildings Structural Work
(including elevators)
Gas Mains or Connections
Construction Sign Erection (streets)
Building Structure (raising or
moving) Geophysical Exploration Solar Energy
Cable Installation in Conduits and
Conduit Construction (streets) Grading of Land Street Cleaning Caisson or Cofferdam Work Hazardous Materials Contractors Street or Road Construction Dam or Reservoir Construction Irrigation or Drainage
Construction
Tank Construction, Installation,
Erection or Repair
Demolition (structures) Landscape Construction (street or street medians)
Telephone or Cable Line
Construction
Drilling Painting (exterior greater than
single story)
Tree Pruning, Dusting, Spraying
or Removal
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$5 Million Per Occurrence/ Aggregate
City listed as an Additional Insured on the coverage
Coverage is primary and non-contributory
If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Workers Compensation
$1 Million Per Occurrence for Bodily Injury by Accident $1 Million Each Employee for Bodily Injury by Disease
$1 Million Policy Limit for Bodily Injury by Accident
Waiver of Subrogation in favor of City
If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission e. Pollution Policy (Hazardous Materials) [If Applicable] Required of Projects that involve Demolition and/or Excavation Activities $1 Million Per Occurrence/ $2 Million Aggregate
City listed as an Additional Insured on the coverage
TIER 2 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
$1 Million Per Occurrence/ $2 Million Aggregate
City listed as an Additional Insured on the coverage
Coverage is primary and non-contributory
If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
$1 Million Combined Single Limit
City listed as an Additional Insured on the coverage
CONTRACTED OPERATIONS DESIGNATED AS TIER 2
Air Conditioning (HVAC) Systems
(service and repair) Carpentry (building interiors) Fire Suppression Systems (service and repair) Alarms and Alarm Systems Communications Equipment
Installation (interior) Landscape Construction
Building Interior Work (service,
repair and non-structural
remodeling)
Driveway, Parking Area or
Sidewalk (paving or repaving) Painting (exterior)
Cable Installation in Conduits
(buildings) Fence Erection All Other Job Types including Vendors Redlands Regular Meeting of 2-4-2025 392 of 995
GC 14
Must include liability arising from all owned, leased, hired, and non-owned autos If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Workers Compensation
$1 Million Per Occurrence for Bodily Injury by Accident $1 Million Each Employee for Bodily Injury by Disease
$1 Million Policy Limit for Bodily Injury by Accident
Waiver of Subrogation in favor of City
If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Pollution Policy (Hazardous Materials) [If Applicable] Required of Projects that involve Demolition and/or Excavation Activities $1 Million Per Occurrence/ $2 Million Aggregate
City listed as an Additional Insured on the coverage
Contractor expressly waives all rights to subrogation against the City, its officers, employees and volunteers for losses arising from work performed by Contractor for City by expressly waiving indemnify, defend and hold harmless provided for in this Agreement extend to any claim brought by or on behalf of any employee of Contractor. This waiver is mutually negotiated by the parties.

This shall not apply to any damage resulting from the sole negligence of City, its agents and employees. To the extent any of the damages referenced herein were caused by or resulted from the concurrent negligence of City, its agents or employees, the obligations provided herein to indemnify, defend and hold harmless are valid and enforceable only to the extent of the negligence of contractor, its officers, agents and employees.

Subcontractors. The prime contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements from each subcontractor.

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GC 15
Hold Harmless and Indemnification. Contractor shall indemnify, hold harmless and defend City and its elected officials, agents and employees and the Consultant from and against any and all damage to property occasioned by any act, omission or failure to act of Contractor, its subcontractors, and any officers, agents and employees in performing the work required by this terms of this Agreement, or the insurance limits.
5-4.3 W Compensation Insurance. - Delete and replace with the following:

A.
throughout the duration of the contract in an amount which meets the statutory requirement with an insurance carrier acceptable to the City. The insurance policy shall include a provision prohibiting cancellation of said policy except upon forty-five (45) days prior written notice to City. Certificates of Insurance shall be delivered to the City at the time of B. Contractor expressly waives all rights to subrogation against the City, its officers, employees and volunteers for losses arising from work performed by Contractor for City by expressly obligation to indemnify, defend and hold harmless provided for in this Agreement extend to any claim brought by or on behalf of any employee of Contractor. This waiver is mutually negotiated by the parties. This shall not apply to any damage resulting from the sole negligence of City, its agents and employees. To the extent any of the damages referenced herein were caused by or resulted from the concurrent negligence of City, its agents or employees, the obligations provided herein to indemnify, defend and hold harmless are valid and enforceable only to the extent of the negligence of contractor, its officers, agents and employees.
5-6 PATENT FEES OR ROYALTIES. Delete and replace with the following:

The Contractor shall include in its Bid the patent fees or royalties on any patented article or process which may be furnished or used in the Work. The Contractor shall indemnify and hold the City harmless from any legal action that may be brought for infringement of patents. The Federal Labor Standards.

The Contractor shall bear all costs arising from the use of patented goods and/or processes used on and/or incorporated into the Work. When use of these goods and/or processes is judged to be an infringement and the use is banned, the Contractor, at its own expense, shall, with concurrence of the Engineer, do one of the following:

A. Secure for the City the right to continue using goods and/or processes by suspension of the injunction or by procuring a license(s);
B. Replace said goods and/or processes with non-infringing goods and/or processes; Redlands Regular Meeting of 2-4-2025 394 of 995
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C. Modify said goods and/or processes so that they become non-infringing; or D. Remove said goods and/or processes and refund the sum paid therefore without prejudice to any other rights of the City.

The preceding shall not apply to any goods manufactured to the detailed design of the City contained in the Contract Documents.
5-7 SAFETY.
5-7.1 Work Site Safety.
5-7.1.1 General. - Amend the following:

Add the following sentences to paragraph 1:

Should watering be the sole method utilized for roadway dust abatement purposes, the maximum time interval that shall elapse between applications thereof shall be no greater than 3 hours during normal working day, supplemented by an additional application thereof immediately prior to the conclusion of the workday and at such other times as may be required, including evenings, weekends and holidays as required by the Engineer. Should the Contractor be unable to furnish dust abatement as specified, the City may perform or cause to be performed the necessary service, the expense of which will be deducted from the payment due the Contractor.

Add the following paragraphs:

To insure the protection of storm drain inlets, Best Management Practices (BMPs) shall be employed during cleanup and dust control operations. Refer to Section 7-8.6.

Compliance with this section is of extreme importance to the City and its citizens. The City may fine the Contractor $1,000 per incident if there are issues with dust, mud, unused equipment or materials and rubbish within the construction area that result in citizen complaints. A 24 hour notice shall be issued to the Contractor and failure to correct the problems will result in the fine being levied. This fine will be in addition to those fines potentially charged for NPDES violations. 5-8 AIR POLLUTION CONTROL.

Dust control shall be performed in accordance with Subsection 7-8 of the Standard Specifications, South Coast Air Quality Management District (SCAQMD) Rule 403, the general Provisions and the following Provision.
-ofway shall be controlled by the Contractor. Dust control includes the action necessary to prevent, reduce or control dust within the work area as required to complete the work. The Contractor shall carry out proper and efficient measures to prevent his operations from producing dust in amounts damaging to property or causing a nuisance, or harm to persons living nearby or occupying buildings in the vicinity of the work. The Contractor shall control dust 24 hours a day, seven days a week. The methods to be used for controlling dust in the construction area and along haul roads Redlands Regular Meeting of 2-4-2025 395 of 995
GC 17
shall be approved by the Engineer prior to starting any work. The Rule 403 Implementation Handbook published by the SCAQMD, contains a detailed listing of reasonably available dust control measures.

Dust control ordered by the Engineer to be applied on Saturdays, Sundays or holidays will be included in the Contract price for dust control and no additional compensation will be allowed therefore.

The full compensation for all direct and indirect costs incurred for work performed or materials used public traffic,
either inside or outside the right-of-way shall be considered as included in the Contract prices paid for the various items of work involved and no additional compensation will be allowed therefore. 5-9 STORAGE OF EQUIPMENT AND MATERIALS.

The Contractor shall be required to provide and maintain as necessary, any additional property required for storage of equipment, materials, etc., to perform work on this project. Should the additional property be located within the city limits of the City of Redlands, the Contractor shall obtain written approval from the City of Redlands Development Services Department and comply with all conditions set therein prior to use. When private property is used for a yard area, the Contractor shall also secure written authorization from the private property owner and supply a copy of such to the City before any monthly progress payment is submitted. Contractor to propose designated areas of the project site, upon approval by the Engineer, suitable for material delivery, storage, and waste collection.

The Contractor shall ensure the construction yard adheres to all local, State and Federal regulations, ordinances, codes and maintained in a neat and orderly manner throughout the duration of the project. The contractor shall include the construction yard in the Erosion Control Plan or SWPPP and shall be inspected and approved prior to use of the yard. If at any time during the project the location of the construction yard changes from the approved site, the City shall be notified prior to relocation for inspection and approval. Should the Contractor fail to comply with these conditions, the Engineer may suspend the work per SSPWC section 6-3 until the condition is corrected.

At the end of the project or as required, the Contractor shall: clean up and remove all trash and debris, including all organic trash and debris; clean up and remove all hazardous and biochemical wastes from the property to the satisfaction of the agency (City, County, State, or Federal) charged with overseeing these items; and provide to the City a written release from the private property owner that they are satisfied with all clean up and removal work. 5-9.1 Storage in Public Streets.

Construction materials and equipment shall not be stored within public streets or right of way without prior approval from the City. In order to seek approval, Contractor shall submit a location provide at least 7 days for review by the City.
5-10 WATER POLLUTION CONTROL.

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The Contractor shall follow the City's guidelines for Storm Water Pollution Prevention in providing storm water pollution control at the project site, including the implementation of approved Erosion/Sediment Control Plans during construction as well as the implementation of approved Water Quality Management Plans.

Construction activities disturbing 1 acre or more of land shall comply with the State Water Resources Control Board s NPDES General Construction Storm Water Permit. A copy of the Notice of Intent (NOI) to include the Waste Discharge Identification (WDID) number shall be submitted as part of the Storm Water Pollution Prevention Plan (SWPPP) to the Engineer for review. Call (909) 782-4130 for NOI/WDID information.

All projects requiring grading shall submit to the City for review and approval an Erosion/Sediment Control Plan and a Grading Plan. Permit(s) will not be issued until plans are approved and may be revoked if work required in these specifications are not complied with.

Construction sites shall be maintained by implementation of BMPs in such manner that pollutants are not discharged from the site to the maximum extent practicable. A few references available to help with selection and implementation of applicable BMPs are:

1. California Storm Water Best Management Practice Handbook, American Public Works Association, March 1993;

2. The Construction Site Best Management Practices Manual, November 2000;

3. Storm Water Pollution Prevention Plan and Water Pollution Control Program Preparation Manual, November 2000;

4. California Regional Water Quality Control Board s San Francisco Bay Region, Guidelines for Construction Projects; and

5. California Regional Water Quality Control Board s San Francisco Bay Region, Erosion and Sediment Control Field Manual, July 1999.

All discharges into the storm drain system are prohibited except for potable water, properly treated discharge, and those discharges specifically approved by the Engineer. The following are some of the prohibited discharges:

1. Discharges that could have an impact on human health or the environment, cause or threaten to cause pollution, contamination, or nuisance;

2. Discharges that exceed any applicable water quality standard contained in a statewide Water Quality Control Plan or local Basin Plan; and

3. Discharges containing hazardous substances equal to or in excess of a reportable quantity listed in Federal regulations 40 CFR, Parts 117 and 302.

Materials that can cause or contribute to pollution or a violation of any applicable water quality standard include, but are not limited to: sediments; solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides or herbicides and wood preservatives or solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants or hydraulic, radiator and battery fluids; fertilizers; vehicle and equipment wash water or concrete wash water; concrete, Redlands Regular Meeting of 2-4-2025 397 of 995
GC 19
detergent or floatable wastes; wastes from any engine and equipment steam cleaning or chemical degreasing; and chlorinated potable water line flushings.

Unless exempted or authorized by an NPDES permit, all non-storm water discharges require prior approval by the Engineer or the State Water Resources Control Board with Engineer approval.

During construction, temporary storage of such materials as identified above, must occur in a designated area physically separated from potential storm water runoff, with ultimate disposal in accordance with local, state and federal requirements.

De-watering of contaminated groundwater or discharging contaminated soils via surface erosion is prohibited.

Unless indicated otherwise by the Engineer, all projects, regardless of size, shall submit for review and approval, a Water Quality Management Plan (WQMP). The WQMP shall consist of post construction BMPs which shall remain in effect throughout the life of the facility. Refer to WQMP guidelines.
5-11 TEMPORARY LIGHTS, POWER AND WATER.

Any water drawn from a City fire hydrant shall be via a City owned water meter. Said meter may be obtained from the Municipal Utilities & Engineering Department. Contractor is responsible for payment of a $1200 deposit fee. Said meter shall be returned in a condition like received, less normal wear and tear. All meters are loaned subject to the conditions of the Fire Hydrant Construction Meter Water Service Application. Contractor must provide proposed location of meter and notify Customer Service at (909) 798-7516 each time the meter is relocated during construction. Water reasonably used in connection with the construction contract will be provided at no cost to the Contractor. Water use determined to be wasteful or unreasonable will be charged for at the prevailing rate.
5-12 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall relocate, re-establish, repair or replace all existing improvements within the work limits or right-of-way which are not designated for removal (e.g., sprinkler systems, curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations.

Relocations, re-establishments, repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension.

All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing or reestablishing existing improvements shall be included in the Bid.

The Contractor shall be responsible for the maintenance of the streets and roadways to be used by Redlands Regular Meeting of 2-4-2025 398 of 995
GC 20
public and local traffic through and adjacent to the construction zone, from the date of "Notice to Proceed" until the date of acceptance of the completed construction improvements.

Street maintenance shall include filling of potholes, grading of subgrade and base, replacing signs, installing interim pavement striping and markers on the project streets and other side streets within the construction zone. Street maintenance shall also include sweeping and washing of streets, adjacent and connected to the construction zone on a weekly, or more frequent schedule, to prevent the accumulation of dust, dirt, gravel or other deleterious materials, all as necessary to maintain the construction roadways and adjacent streets in a safe, clean and drivable condition for use by public and local traffic.

Upon request from the City for information pertaining to a claim against the contractor, contractor shall provide a written/email response, including all requested information, within 14 calendar days If a response with all requested information is not provided to the City within 14 calendar days, a penalty of $500 per calendar day will be assessed to the Contractor by the City. 5-13 PUBLIC CONVENIENCE AND SAFETY.
5-13.1 General.

The Contractor may be allowed to close the roadway, or a portion thereof, to traffic during normal work hours upon approval from the Engineer. During any closure, the Contractor shall allow access for residents, schools, trash service trucks, churches and businesses within the affected portion of roadway, except as required for construction for a reasonable period of time. The Contractor shall notify residents as noted within Section 5-18.

The Contractor shall provide and install barricades, delineators, warning devices and construction signs in accordance with the Work Area Traffic Control Handbook (WATCH) prepared by the Southern California Chapter of the American Public Works Association. During adverse weather or unusual traffic or working conditions additional devices shall be placed as directed by the engineer.

All traffic signs and devices shall conform to the current State of California, Department of Transportation (CALTRANS), "Manual of Warning Signs, Lights, and Devices for Use in Performance of Work upon Highways", unless otherwise approved by the Engineer.

Fences, barriers, lights and signs shall be furnished, erected and maintained as necessary to give an adequate warning to the public at all times that the work is under construction and of dangerous conditions to be encountered as a result thereof, and warning and directional signs shall also be erected and maintained as may be required by the City. Should the Contractor fail to furnish a sufficient number of traffic and/or pedestrian safety devices within three (3) hours after being notified, the Owner will place such necessary items and the Contractor shall be liable to the Owner for providing such devices in accordance with the following provisions:

1. For placing of barricades - $15.00 per barricade for each day or part thereof.

For flashers - $15.00 per flasher for each day or part thereof.

For traffic cones - $7.50 per cone for each day or part thereof.

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2. In the event that the services of the Owner are required outside the normal working hours and/or days or items not noted above are furnished by the City, all costs incurred by the City shall be the responsibility of the Contractor.

The Contractor shall relocate, preserve and maintain the visibility of all signs within the project limits which affect the flow of traffic, as directed by the engineer. Any signs that are missing or found damaged shall be replaced immediately by the Contractor at his expense.

The Contractor shall provide and maintain Class II barricades along excavation edges parallel to the flow of traffic at a spacing of twenty-five feet (25'). Class II barricades mounted with flashers shall be installed around work areas in parkways. Class II barricades shall have alternating black and reflectorized white (or yellow) stripes at an angle of 45 degrees. The stripe with shall be four to six inches.

During paving operations barricades may be supplemented with minimum size eighteen-inch (18") high traffic cones and delineators such that spacing between barricades and/or cones or delineators is no greater than twenty-five feet (25"). At all access points such as intersecting streets, alleys and driveways, barricades and/or cones shall be provided at five-foot (5') intervals so as to prevent vehicular access to the paving area. Where access from an intersecting street is prohibited, a "Road Closed" sign shall be provided. "No Left Turn" sign shall be provided wherever required by the Engineer.

Clearances from traffic lanes shall be 5 feet to the edge of any excavation and 2 feet to the face of any curb, pole, barricade, delineator or other vertical obstruction.

A 4 foot wide pedestrian walkway shall be maintained in the parkway area on each side of all streets, unless otherwise authorized by the Engineer. The minimum clearance from: the edge of pedestrian walkways to any traffic lane shall be 5 feet; the edge of pedestrian walkways to any work zone shall be 3 feet; and the surface of pedestrian walkways to any overhead obstruction shall be 7 feet.

The Contractor shall, at the end of each work day, have backfilled, compacted and placed a temporary drivable roadway surface on all work areas within traveled roadways prior to leaving the job site. Failure to comply to the satisfaction of the Engineer shall result in immediate correction by City forces, and all costs shall be borne by the Contractor. any traffic control devices marked with companies or agencies other than the Contractor or subcontractors, be utilized within the work area.

All said traffic controls and safety devices shall be maintained in clean condition, with any and all graffiti removed by the end of workday on which the graffiti was first reported to the Contractor.

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If the traffic control devices are deemed unacceptable by the Engineer due to being damaged, dirty, or marked incorrectly, the Contractor shall replace the traffic control devices immediately.

Should the Contractor fail to furnish traffic control devices within three (3) hours after being notified, the Owner will place such necessary items and the Contractor shall be liable to the Owner for providing such devices in accordance with the provisions above. 5-13.1.1 Vehicular Access.

At such times as driveways are inaccessible due to the Contractor's work they shall be blocked by two (2) Class II barricades or one (1) Class II barricades and two (2) delineators. Driveways that are ramped or planked for temporary access shall be provided with a delineator at each side. 5-13.1.2 Signage. The Contractor shall furnish, erect and maintain all construction traffic signage as required and specified.

All construction traffic signage shall be in place prior to commencing any work, placed as needed during construction, moved as necessary and removed only upon completion of all work.

All construction traffic signage and controls shall comply with the State of California Manual of Traffic Controls, Warning Signs, Lights and Devices for use in Performance of Work Upon Highways. All construction traffic signage used in the performance of the work shall be a minimum of the encapsulated lens (high intensity) type. All traffic controls and safety devices, equipment and materials, including but not limited to cones, channelizers, delineators, flashing warning lights, barricades, high level warning devices, telescoping flag trees, flags, signs, markers, portable barriers, flashing arrow signs, changeable message signs, markings and flagging equipment shall be provided and maintained in like new condition.

When a Traffic Signal is constructed as a part of the project, the Contractor shall place and maintain for one calendar month, a message board for each approach leg to a new traffic signal.

The message board shall read CAUTION - NEW TRAFFIC The one month period shall begin from the day of activation. This requirement may be lessened or waived, on a caseby-case basis, by the Engineer.

The Contractor shall furnish and properly install, construct, erect, use and continuously inspect and maintain, twenty-four (24) hours per day, seven (7) days per week, including holidays, all said devices, equipment and materials and all temporary and permanent pedestrian and driving surfaces as necessary to provide for the safety and convenience of, and to properly warn, guide, control, regulate, channelize and protect the vehicular traffic, pedestrian traffic, project workers, and the public throughout the entire limits of the work activity and beyond said limits as necessary to include areas affecting or affected by the work, from the date of notice to proceed to the completion and acceptance of the work. Any corrective work required to be performed by City forces shall be charged to the Contractor and paid in full before release of any bonds on the project.

All traffic cones shall be no less than 28 inches in height, except that shorter cones, 12 inches minimum height, may be permitted during striping maintenance operations where the only function of the cone is to separate traffic from the wet paint. All barricades used to delineate Redlands Regular Meeting of 2-4-2025 401 of 995
GC 23
traffic at night or placed in or adjacent to the traveled roadway at night, shall be equipped with flashing warning lights.

Channelizers shall be required when lane restrictions, detours or other work conditions need to be maintained for periods longer than normal work hours. Channelizers shall be surface-mounted type and shall be furnished, placed and maintained at the locations shown on the plans or as approved by the Engineer and shall conform to these specifications. Channelizers shall be, at the Contractor s option, one of the following types, or approved equal: (1) Safe-Hit SH236SMA; (2) Repo or (3) Carsonite, uper Duck SDF-436.SDF436. 5-13.2 Traffic Control Plan
The Contractor shall provide a Traffic Control Plan to the agency for approval prior to the scheduled commencement of work. Comments and corrections shall be returned to the Contractor within five (5) working days.

The Contractor shall be required to maintain one lane in each direction when working on the roadway. Access to schools, businesses, etc. shall be maintained as necessary for their operations.

If closures are authorized by the Engineer, all detour signage shall be installed prior to closure of specified portion of roadway(s), and shall be maintained during closure.

The Contractor shall make provision to allow pedestrians full access across work areas at existing crosswalks, while working within those areas.

Traffic controls, including but not limited to vehicular and pedestrian traffic controls, maintenance of vehicular and pedestrian access, detours, and street closures shall be in accordance with Subsection 7-1, of the current edition of the "Standard Specifications for Public Works Construction," including all its subsequent amendments, and the current edition of the "Work Area Traffic Control Handbook."
Traffic control and the Traffic Control Plan shall conform to the following:
a. All major streets shall remain open to through-traffic at all times, residential street will be closed to traffic only as long as it takes for material application and drying time.
b. The Traffic Control Plan shall indicate the traffic control requirements for the different types of work to be performed. The Contractor shall be responsible for the preparation of Plans as necessary for specific items of work. These Plans shall be approved by the City's Engineer. c. All traffic controls and safety devices, equipment and materials, including but not limited to cones, delineators, flashing warning lights, barricades, high level warning devices (flag trees), flags, signs, markers, portable barriers, flashing arrow signs, markings, and flagging equipment shall be provided and maintained in "like new" condition.

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d. The Contractor shall furnish and properly install, construct, erect, use, and continuously inspect and maintain, twenty-four (24) hours per day, seven (7) days per week, all said devices, equipment and materials and all temporary and permanent pedestrian and driving surfaces as necessary to provide for the safety and convenience of, and to properly warn, guide, control, regulate, channelize and protect the vehicular traffic, pedestrian traffic, project workers, and the public throughout the entire limits of the work activity and beyond said limits as necessary to include area affecting or affected by the work, from the start of work to the completion of the work.

In the event the slurry and cape seal ravels, a "loose gravel" (C6) sign shall be placed to adequately warn the public.
e. High-level warning devices (flag trees) are required at all times for any work being performed within the roadway unless otherwise specifically authorized by the City's Engineer.
f. All barricades shall be equipped with flashing warning lights, and all traffic cones shall be no less than twenty-eight inches (28") in height, except that shorter cones, twelve inches (12") high or higher, may be used during striping maintenance operations where the only function of the cones is to protect the wet paint from the traffic.
g. Type III barricades, no less than six feet (6') in length and equipped with two (2) Type "N" markers each and two (2) flashing warning lights each, shall be used to close streets, except as otherwise specifically authorized in advance by the City's Engineer for minor maintenance work of no more than one (1) working days duration on weekdays, or on holidays only, and between 8:00 a.m. and 3:30 p.m. only. Said barricades shall be placed across the full roadway at each point of closure with the distance between barricades or between barricades and curbs, not exceeding three feet (3'), except that one (1) eleven-foot (11')-wide gap between barricades shall be provided at the center of the street. Barricades to the right of the street's center, facing the inbound vehicular traffic, shall also be equipped with one (1) Type C2 "Road Closed" sign each or one (1) Type C3A "Road Closed to Thru Traffic" sign each.
h. Except for residential streets, as otherwise directed and/or authorized by the City's Engineer, two-way vehicular traffic shall be maintained at all times within two (2) eleven foot (11')-wide lanes on streets, having an effective roadway width of forty-four feet (44') or more with restricted parking, and other streets of lesser widths may be reduced to one (1) twelve-foot (12') wide lane with work activity being limited to one side at a time, and with one-way vehicular traffic being maintained at all times by properly trained and experienced flaggers.

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No reduction of the traveled way width shall be permitted on any City street before 8:00 a.m. nor after 3:30 p.m., on weekends or holidays, or when active work is not being done, unless prior authorization to do so is granted by the City's Engineer.

Arrow boards shall be required for all lane closures on major streets. i. Properly trained and experienced flaggers shall be provided to traffic when said traffic is to be interrupted, when two-way traffic is to be reduced to one-way traffic, and at such other times as is necessary to safely pass the traffic through or around the work area, and when so directed by the City's Engineer.
j. Vehicular access to occupied residential property may be restricted on weekdays other than holidays between the hours of 8:00 a.m. to 3:30 p.m. while essential work activity is taking place, with specific prior written approval from the City's Engineer, providing the Contractor gives the owner and/or resident at least forty-eight (48)-hour advance written and oral notice. See Part 2, "Notification of Residents," herein.

Convenient and safe pedestrian access to occupied residential property shall be maintained at all times. Access to mailboxes must be maintained at all time, such that the postal delivery service is not interrupted.

Access to vacant and unused property may be restricted at the Engineer's discretion. Both vehicular and pedestrian access shall be maintained at all times to all other property except as otherwise specifically authorized in writing by the City's Engineer.
k. Any traffic control and safety devices and equipment being used which becomes damaged, destroyed, faded, soiled, misplaced, worn out, inoperative, lost, or stolen shall be promptly repaired refurbished and/or replaced, and any traffic control and safety devices and equipment being used which are displaced or not in an upright position from any cause, shall be promptly returned or restored to their proper position. l. An unobstructed view of all signs and warning devices including but not limited to stop signs, stop ahead signs, street names signs, and other regulatory, warning and construction signs, markers, and warning devices shall be maintained at all times. No trucks or other equipment or materials shall be stopped, parked, or otherwise placed so as to obscure said signs, markers, and devices from the view of vehicular and/or pedestrian traffic to which it applies.

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m. When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall yield to said public traffic at all times, except where the traffic is being controlled by police officers, fire officers, properly trained and experienced flaggers, or at traffic signalized intersections.
n. Stockpiling and/or storage of materials on any public right-of-way or parking areas will not be allowed without specific permission of the Engineer. Materials spilled along or on said right-of-way or parking areas shall be removed completely and promptly. All stockpile and/or storage areas shall be kept in a safe, neat, clean, and orderly fashion, and shall be restored to equal or better than original condition upon completion of the work.
o. Where vehicular access to abutting property must be restricted, the work shall be so selected, arranged, and scheduled that the person(s) requiring access to said abutting property and/or residents along said streets affected will be able to park within a reasonable distance of not more than five hundred feet (500') from their homes and/or destination. Residents must be supplied written notice of such restrictions a minimum of 48 hours in advance.
p. When work has been completed on a particular street or has been suspended or rescheduled, and said street is to be opened to vehicular traffic, all equipment, "NO PARKING" signs, other obstructions, and unnecessary traffic control devices and equipment shall be promptly removed from that street except as otherwise authorized or directed by the City's Engineer.
q. Should the Contractor be neglectful, negligent, or refuse, fail, or otherwise be unavailable to promptly, satisfactorily, and fully comply with the provisions specified and referred to hereinabove, the City reserves the right to correct and/or mitigate any situation, which in the sole opinion of the City's Engineer constitutes a serious deficiency and/or serious case of noncompliance, by any means at its disposal at the Contractor's and/or permittee's expense, and will deduct the cost therefore from the Contractor's progress and/or final payment. Such corrective action taken by the City shall not reduce or abrogate the Contractor's legal obligations and liability for proper traffic control and safety measures, and shall not serve to transfer said obligations and liabilities from the Contractor to the City or the City's agents.
r. Violations of any of the above Provisions and/or Provisions of the referenced publications, unless promptly and completely corrected to the satisfaction of the City's Engineer, shall at the sole discretion of the City, be grounds for termination of the Contract, or shut down or partial Redlands Regular Meeting of 2-4-2025 405 of 995
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shutdown of the work, without compensation to the Contractor and/or permittee, or liability to the City, all as prescribed by Contractual obligation or State law, whichever is applicable.

Full compensation for furnishing all labor, materials, tools, equipment, flaggers, lights, channelizers (surface mounted), temporary striping, barricades, portable flashing lights, flashing arrow signs, traffic control and detour plan, and incidentals required to comply with the provisions specified and referred to herein above, to provide all required traffic and pedestrian control for the duration of this contract, all as shown and as specified, shall be paid as specified in Section 01200 of the General Requirements and no other compensation shall be made therefore. 5-13.3 Edison Energized Conductors. The Contractor hereby promises and agrees that in the performance of the Work, he will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to Edison's secondary, primary and transmission facilities. The term "qualified person" is defined as follows:
"Qualified Person". A person by reason of experience or instruction is familiar with the operation to be performed and hazards involved.

Contractor further promises and agrees that the provisions of this paragraph shall be and are binding upon any Subcontractor or Subcontractors that may be retained by it, and that the Contractor shall take such steps as are necessary to insure compliance by said Subcontractor or Subcontractors with the requirements of this paragraph.
5-14 . 5-14.1 Responsibility for Damage. The Contractor agrees to and does hereby indemnify, defend and hold harmless the City, its elected officials and the Consultant and their officers, agents and employees from every claim or demand made, and every liability, loss, damage, or expense of any nature whatsoever, including attorney's fees and costs, which may be incurred by reason of:
(a) Liability for damages for (1) death or bodily injury to persons, (2) injury to loss or theft of property, (3) any other loss, damage or expense arising under either (1) or (2) above, sustained by the Contractor or any person, firm or corporation employed by the contractor upon or in connection with the work called for in this agreement, except for the liability resulting from the sole negligence or willful misconduct of the City, its elected officials and their officers, employees and agents who are directly employed by the City and the Consultant; and
(b) any injury to or death of persons or damage to property caused by any fault, neglect, default or omission of the Contractor, or any person, firm or corporation employed by the Contractor, either directly or by independent contract, including all damages due to loss or theft, sustained by any person, firm or corporation, including the City, arising out of, or in any way connected with the work covered by this agreement, whether said injury or damage occurs either on or off City property, provided that any of the foregoing (1) is attributable to personal injury, bodily injury, sickness, disease or death, or to injury to or destruction of Redlands Regular Meeting of 2-4-2025 406 of 995
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tangible property (other than the work itself), including the loss of use resulting there from, and (2) is caused in whole or in part by any act or omission of the Contractor, any subcontractor, any supplier, anyone directly or indirectly employed by any of them or anyone for whose act or omissions any of them may be liable, regardless of whether or not caused in part by any act or omission (active, passive, or comparative negligence included, excepting the active negligence of the District) of a party indemnified hereunder. (c) The Contractor, at its own expense, cost, and risk shall defend any and all actions, suits or other proceedings that may be brought or instituted against the City, its elected officials, officers, agents and employees and the Consultant, against any such claim, demand or liability, and shall pay or satisfy any judgment that may be rendered against the City, its elected officials, officers, agents or employees, in any such action, suit or other proceedings as a result thereof.
5-15 NO PERSONAL LIABILITY. Neither the City Council, the Engineer, the Consultant, nor any other officer or authorized assistant or agent shall be personally responsible for any liability arising under the contract.
5-16 CONTRACTOR'S RESPONSIBILITY FOR WORK. Except as provided above, until the formal acceptance of the Work by the City, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part thereof by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the Work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof, except such injuries or damages occasioned by act of the federal government or the public enemy.

The City of Redlands shall not be held responsible for the care or protection of any material or parts of the work prior to final acceptance, except as expressly provided in these specifications.

The City shall not be responsible for security of the Contractors equipment or materials at the site.

The City will not be responsible for theft or damage to any property or materials of the Contractor. responsibility of the Contractor.
5-17 WARRANTY OF WORK. The Contractor shall guarantee the Work against defective materials or workmanship for a period of (1) year from the date of completion date specified in the Notice of Completion, except where longer warranty periods are specifically stated. As specified in Section 2-4 in the GENERAL CONDITIONS, the Performance Bond shall remain in full force and effect during the warranty period.

All work which has been rejected, shall be remedied, or removed and replaced, by the Contractor at his own expense, with work conforming to the Plans and Specifications. Any defective material or workmanship which may be discovered before final acceptance or within (1) one year from the completion date specified in the Notice of Completion shall be corrected immediately by the Contractor at his own expense notwithstanding that it may have been overlooked in previous inspections and estimates. Failure to inspect work at any stage shall not relieve the Contractor from Redlands Regular Meeting of 2-4-2025 407 of 995
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any obligation to perform sound and reliable work as herein described. It is the Contractor's ultimate responsibility to deliver at the time of final acceptance a complete project that complies in all details with these Contract Documents. All items shall be ready to operate.

Any omission or failure on the part of the Owner to discover or notify the Contractor of or to condemn defective work or material at the time of construction shall not be deemed an acceptance, and the Contractor will be required to correct defective work or material prior to final acceptance.

The Owner will endeavor to locate any errors or defective materials or workmanship and call them to the attention of the Contractor prior to subsequent work being performed. However, the Owner is under no obligation to do so and shall not be held liable because errors or defective material or workmanship by the Contractor are not discovered prior to subsequent work.

During the (1) one year warranty period, should the Contractor fail to remedy defective material and/or workmanship, or to make replacements within five (5) days after written notice by the Owner, it is agreed that the Owner may make such repairs and replacement and the actual cost of the required labor and materials shall be chargeable to and payable by the Contractor or his Surety.

Nothing in this section shall be construed to limit the rights of the Owner to immediately correct conditions which may be unsafe or which may pose a public health nuisance. Should said conditions later be found to be caused by defective material and/or workmanship, the Contractor and his Surety shall reimburse the Owner for costs reasonably incurred while attending the situation.

In the event it is necessary for the Owner to file suit to enforce any liability of the Contractor pursuant to this sections WARRANTY OF WORK, the Owner shall be entitled to recover from the Contractor, in addition to all other amounts found due and owing, costs of suit and reasonable expenses and fees, including reasonable attorneys' fees, incurred by the Owner in successfully enforcing the Contractor's obligations, all to be taxed as costs and included in any judgment rendered.

The warranty provided herein shall not be in lieu of, but shall be in addition to any warranties or other obligations otherwise imposed by the Contract Document or by law. The remedies provided herein shall not be exclusive and the Owner shall be entitled to any and all remedies provided by law.
5-18 NOTIFICATION OF RESIDENTS/BUSINESSES. The Contractor shall notify all residents, firms, institutions, agencies, and utility companies which may be affected by the work.

Notification shall be by hand delivery of an approved notice within the project limits approved by the City. The notification process shall consist of two notifications, one prior to the start of construction for all properties within the project area and a second notification at least seven days in advance of any activity which may impact each specific property. In the event of any work within the downtown area, the distribution of the second notification shall be at least fourteen days in advance of any activity. Activities impacting said properties and, therefore, requiring the above said notices include the following: the work itself; closure or partial closure of the street; and disallowance of street parking and disallowance of vehicular ingress to or egress from the property.

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Said firms, institutions, agencies, and utility companies which must be notified of proposed work shall include, but are not limited to the following: public schools, private schools, day care centers, postal service, hospitals, governmental services, police department, fire department, ambulance services, Omnitrans, solid waste collection, and City street sweeping.

The proposed notice shall be submitted to the Engineer at least seven calendar days prior to the date of distribution for review and approval. The submittal shall also include a map identifying the limits of the work and proposed limits of distribution. The printed notices shall contain a general description of the work to be done, the name of the street with limits, the day and date of the work and the name and telephone number of the Contractor. The notice shall also include a statement that there will be no disruption of trash collection schedules and that trash should be set out by 6:00 a.m. on the scheduled day of pickup. If on-street parking will be affected the notice shall include a statement that no on-street parking will be allowed between the hours of 7:00 a.m. and 5:00 p.m. on the day of work, and a statement that it will be necessary to tow away parked vehicles at the owner's expense per California Vehicle Code CVC 22651L and CVC 22654D.

The Contractor will provide City with the dates and addresses of when project notifications are delivered to affected properties. City will verify the notification process is completed in compliance with the requirements of the specifications. Work will commence when City approves C compliance with the requirements set forth in the specifications.

If on-street parking is affected, the Contractor shall also post pre-approved "NO PARKING-TOW WAY" signs on 1 x 2 wood stakes or
the affected areas of the street, 48 hours prior to the start of the work. The "NO PARKING-TOW AWAY" signs shall contain the day, date, and hours that parking will be prohibited on that particular street and a statement that parked vehicles will be towed away at owner's expense per California Vehicle Code CVC 22651L and CVC 22654D. The Contractor shall maintain said signs throughout the day of work, and shall start the removal of said signs by 4:00 p.m. and complete the removal by 6:00 p.m. on said day of work or as otherwise directed by the Engineer.

The Contractor shall document the day, date, and time the signs are installed because the no parking restriction cannot be enforced until the signs have been in place 24 hours. Posting of signs on trees, utility poles, light standards and other existing parkway improvement is strictly forbidden.

In the event of street resurfacing operations, the notices to residents shall contain a statement that the street to be resurfaced will be closed to vehicular traffic, and the suggestion that if they require the use of their vehicles on the day of the resurfacing work, they should consider parking their vehicle on a nearby street which is not scheduled for a resurfacing application.

In the event scheduled work is delayed, the Contractor shall immediately remove all "NO PARKING" signs. The contractor must notify all previously notified, in person and with printed notices, that the work will be rescheduled and that they will be re-notified 48 hours in advance. The Contractor shall have an adequate supply of approved notifications for distribution to residents.

Full compensation for conforming to these requirements shall be considered as included in the various Contract items of work involved, and no additional compensation will be allowed therefore.

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Failure to comply with this section shall result in a penalty assessment imposed of up to $10,000 per violation at the
SECTION 6 PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. - Add the following paragraph:

The work shall start within 10 days thereafter, and be diligently prosecuted to completion within the Contract Time.
6-3 TIME OF COMPLETION.
6-4.1 General. - Add the following paragraphs:

If saturated soil is encountered during construction due to leaks in an existing utility, contractor shall remove saturated material and replace with a suitable backfill material until adequate compaction can be attained by verification from the City's Geotechnical Engineer.

Prior to any removal of saturated material, contractor shall discuss the methods of remediation with the City's representative. Approval from the City, or the City's representative, shall be obtained for any amount of saturated material removal in which the contractor anticipates to be compensated for, if approval is not obtained all costs shall be borne by the contractor.

Up to a 14 day delay in paving operations may be requested after all leaks have been resolved to provide time for excess moisture to dissipate, at no additional cost to the city, in lieu of removing and replacing the saturated soil. A no cost change order will be prepared to provide the contractor with additional contract time if such delay is requested by the City. 6-9 LIQUIDATED DAMAGES. The value of liquidated damages noted in this section is amended to five hundred dollars ($500) per working day. 6-10 NOTICE AND SERVICE THEREOF. Any notice required or given by one party to the other under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by duly authorized representative of such party. Any such notice shall not be effective for any purpose whatever unless served in the following manner:

Notice shall be given to the Contractor by personal delivery thereof to said Contractor or to his authorized representative at the project site, or by deposing the same in the United States Mail enclosed in a sealed envelope addressed to said Contractor at the address established for the conduct of work under this Contract, certified and with postage prepaid.

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Notice shall be given to the Surety, or any other person, by personal delivery to said Surety or other person, or by depositing the same in the United States Mail, enclosed in a sealed envelope addressed to such Surety or persons at the address of said Surety or persons last communicated by him to the party giving the notice, certified and with postage prepaid.

Notice shall be given to the Owner by personal delivery thereof or by depositing the same in the United States Mail enclosed in a sealed envelope, certified and with postage prepaid. The address of record for the owner is:

City of Redlands
Municipal Utilities & Engineering Department
P.O. Box 3005
35 Cajon Street, Suite 15A
Redlands, CA 92373
6-11 PUBLIC RECORDS ACT. All documents, Plans, specifications and all other information shall become the exclusive property of the City and except as provided by law shall be deemed public records. Said information shall be subject to the provisions of the California Public Records Act (Government Code Sections 6250 et seq.).

Under no circumstances will the City be responsible or liable to the Contractor, submitter or any other party for the disclosure of any records or information submitted to the City, regardless of words to similar effect) and regardless of whether the disclosure is required by law or a court order or occurs through inadvertence, mistake, or negligence on the part of the City or its officers, employees, and/or Contractors.

The City will not advise as to the nature or content of documents entitled to protection from disclosure under the California Public Records Act, including interpretations of the Act or the made under the Act, and where appropriate for clearly and prominently marking each and every party is advised to contact its own legal counsel concerning the California Public Records Act and circumstances.

In the event of litigation concerning the disclosure of any information submitted by the submitting ordered by a court. The submitting party, at its sole expense and risk, shall be responsible for any and all fees and costs for prosecuting or defending any action concerning the information, and shall connection with such action.

SECTION 7 - MEASUREMENT AND PAYMENT
7-3 PAYMENT.

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7-3.2 Partial and Final Payment. - Delete and replace with the following:

The closure date for the purpose of making monthly progress payments shall be assigned by the Engineer during the pre-construction meeting. Payment, less deductions, unearned work and retention, will be made within 30 days of the closure date. If a dispute exists between the City and the Contractor regarding an item included in the Contractor's Monthly Progress Payment Request, progress payments will be withheld until said dispute is resolved, in which case longer period of time will be required to make such payment. No such payment shall be required to be made, when in the judgment of the Engineer, the total value of the work since the last estimate amounts to less than $500. If, in the opinion of the Engineer, work is not progressing according to the approved schedule, payments may be withheld until the Contractor returns to the approved schedule.

Deductions will be made for: (1) amounts due the Owner for equipment or material furnished or services rendered; (2) amounts due the Owner under the terms of the Contract; (3) amounts of any claims of lien filed with the Owner; (4) accrued amounts of liquidated damages; (5) amounts required to be deducted by Federal, State or local governmental authorities. From the balance thus determined will be deducted the amounts of all previous payments, and the remainder shall constitute the monthly payment due the Contractor.

A retention of five percent (5%) will be withheld from each and every progress payment to the Contractor. This percentage will remain constant throughout the duration of the Contract. The City shall make a progress payment within thirty (30) days after receipt of an undisputed and properly submitted payment request from Contractor pursuant to Public Contract Code section 20104.50.

As provided by paragraph 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the City to ensure performance under the Contract.

Substitute securities shall be deposited in a financial institution in a form acceptable to the City of Redlands. The financial institution shall be located within the City limits of the City of Redlands.

The Escrow Agreement to be used is set forth in Public Contract Code section 22300. 7-3.3 Delivered Materials. - Delete and replace with the following:

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7-4.2.7 Claims for Extra Costs. No claim for extra work or cost shall be allowed unless the same was done in pursuance of a written order by the Engineer, as aforesaid, and the claim presented with the first estimate after the changed or extra work is done. When work is performed under the terms of the General Conditions, the Contractor shall furnish satisfactory bills, payrolls, and vouchers covering all items of cost and when requested by the City, give the City access to accounts relating thereto.

After completion of the work to the satisfaction of the Engineer, the Engineer shall make a final estimate of the amount of work done. The City shall pay the entire sum so found to be due after deducting there from all previous payments and all amounts to be retained under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of the thirty-five (35) days from and after the recordation of the Notice of Completion filed by the City. 7-4.2.8 PROMPT PAYMENT FROM THE AGENCY TO THE CONTRACTORS. The Agency shall make any progress payment within 30 days after receipt of an undisputed and properly submitted payment request from a contractor on a construction contract. If the Agency fails to pay promptly, the Agency shall pay interest to the contractor, which accrues at the rate of 10 percent per annum on the principal amount of a money judgment remaining unsatisfied. Upon receipt of a payment request, the Agency shall act in accordance with both of the following:

1. Each payment request shall be reviewed by the Agency as soon as practicable after receipt for the purpose of determining that it is a proper payment request.

2. Any payment request determined not to be a proper payment request suitable for payment shall be returned to the contractor as soon as practicable, but not later than seven (7) days, after receipt. A request returned pursuant to this paragraph shall be accompanied by a document setting forth in writing the reasons why the payment request is not proper.

SECTION 8 - FACILITIES FOR AGENCY PERSONNEL
This section is deleted in its entirety.

SECTION 9 - ASSIGNMENT OF UNFAIR BUSINESS PRACTICES
CLAIMS
9-1. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the Contractor or subcontractor offers and agrees to assign to the City all rights, title and interest and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2, commencing with section 16700 of part 2 of division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials pursuant to this public works agreement. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the Parties.

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SECTION 10 - TRENCHING AND EXCAVATION
10-1. If this contract involves digging trenches or other excavations that extend deeper than (4) feet below the surface, the following shall be done pursuant to California Public Contract Code Section 7104:

A. That the Contractor shall promptly and before the following conditions are disturbed, notify the City in writing, of any:
(1) Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II or Class III disposal site in accordance with provisions of existing law.
(2) Subsurface or latent physical conditions differing from those indicated. (3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract.

B. That the City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase shall issue a change order under the procedures described in the contract.

C. That, in the event that a dispute arises between the City and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor cost of, or time required for, performance of any part of the work, the Contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. The Contractor shall retain any and all rights provided either by contract or by law which pertains to the resolution of disputes and protests between the contracting parties.

SECTION 11 - REMOVAL, RELOCATION OR PROTECTION OF

EXISTING UTILITIES
11-1. Pursuant to Government Code Section 4215 et seq, the City shall assume the responsibility between the parties to this contract, for the timely removal, relocation, or protection of existing main or trunk line utility facilities located on the site of the construction project for this contract, if such utilities are not identified by the public agency in the plans and specifications made a part of the invitation for bids.
11-2. The Contractor shall be compensated for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, and removing or relocating such utility facilities not identified in the plans and specifications with reasonable accuracy and for equipment on the project necessarily identified during such work.

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11-3. The Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of the City, or the owner of the utility to provide for removal or relocation of such utility facilities.

11.4. The City shall not be required to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the site of the construction project can be inferred from the presence of other visible facilities, such as buildings, meter and junction boxes, on adjacent to the site of construction, provided, however, nothing herein shall relieve the City from identifying main or trunk lines in the plans and specifications.

11.5. Nothing herein shall preclude the City from pursuing appropriate remedy against the utility for delays which are the responsibility of the utility.

11.6. If the Contractor, while performing the contract, discovers utility facilities not identified by the City in the contract plans or specifications, Contractor shall immediately notify the City and the utility in writing.

11.7. The public utility, when it is the owner, shall have the sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation work at a reasonable price.

11.8. Contractor shall comply with Government Code Section 4216 through 4216.9.

11.9. Conduits from existing street light and traffic signal systems may be encountered during construction of this project. All removals, relocations, and/or replacements of existing conduit systems shall be performed in accordance with these specifications and City standards, by a qualified electrical contractor. All costs for said work shall be borne by the Contractor and paid as a part of the various items of work requiring such removals, relocations, and/or replacements, and no other compensation shall be made therefore.

SECTION 13 DISADVANTAGED BUSINESS ENTERPRISE
13-1. GENERAL. Under 49 CFR 26.13(b):

The contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT- assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate.

Take necessary and reasonable steps to ensure that DBEs have opportunity to participate in the contract (49 CFR 26). To ensure equal participation of DBEs provided in 49 CFR 26.5, the Agency shows a goal for DBEs.

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Make work available to DBEs and select work parts consistent with available DBE subcontractors and suppliers.

Meet the DBE goal shown elsewhere in the e special provisions or demonstrate that you made adequate good faith efforts to meet this goal.

It is your responsibility to verify that the DBE firm is certified as DBE at date of bid opening. For a list of DBEs certified by the California Unified Certification Program, go to:
http://www.dot.ca.gov/hq/bep/find_certified.htm
mandated statewide overall DBE goal.

Credit for materials or supplies you purchase from DBEs counts towards the goal in the following manner:
(1) 100 percent counts if the materials or supplies are obtained from a DBE manufacturer. (2) 60 percent counts if the materials or supplies are obtained from a DBE regular dealer. (3) Only fees, commissions, and charges for assistance in the procurement and delivery of materials or supplies count if obtained from a DBE that is neither a manufacturer nor regular dealer. 49 CFR 26.55 defines "manufacturer" and "regular dealer." You receive credit towards the goal if you employ a DBE trucking company that performs a commercially useful function as defined in 49 CFR 26.55(d)(1) through (4) and (6). 13-2. DBE COMMITMENT SUBMITTAL. Complete and sign Exhibit 15-G Construction Contract DBE Commitment included in the contract documents regardless of whether DBE participation is reported.

Provide written confirmation from each DBE that the DBE is participating in the Contract. A copy of a DBE's quote serves as written confirmation. If a DBE is participating as a joint venture partner, the Agency encourages you to submit a copy of the joint venture agreement.)Submit the Exhibit 15- G Local Agency Bidder DBE Commitment (Construction Contracts) form, included in the Bid book. If the form is not submitted with the bid, remove the form from the Bid book before submitting your bid.

If the DBE Commitment form is not submitted with the bid, the apparent low bidder, the 2nd low bidder, and the 3rd low bidder must complete and submit the DBE Commitment form to the Agency. DBE Commitment form must be received by the Agency no later than 4:00 p.m. on the 4th business day after bid opening.

Other bidders do not need to submit the DBE Commitment form unless the Agency requests it. If the Agency requests you to submit a DBE Commitment form, submit the completed form within 4 Redlands Regular Meeting of 2-4-2025 416 of 995
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business days of the request. Submit written confirmation from each DBE stating that it is participating in the contract. Include confirmation with the DBE Commitment form. A copy of a DBE's quote will serve as written confirmation that the DBE is participating in the contract.

If you do not submit the DBE Commitment Form within the specified time, the Agency will find your bid nonresponsive.
13-3. GOOD FAITH EFFORTS SUBMITTAL. If you have not met the DBE goal, complete and submit the DBE Information - Good Faith Efforts, Exhibit 15-H, form with the bid showing that you made adequate good faith efforts to meet the goal. Only good faith efforts directed towards obtaining participation by DBEs will be considered. If good faith efforts documentation is not submitted with the bid, it must be received by the Agency no later than 4:00 p.m. on the 4th business day after bid opening.

If your DBE Commitment form shows that you have met the DBE goal or if you are required to submit the DBE Commitment form, you must also submit good faith efforts documentation within the specified time to protect your eligibility for award of the contract in the event the Agency finds that the DBE goal has not been met.

Good faith efforts documentation must include the following information and supporting documents, as necessary:

1. Items of work you have made available to DBE firms. Identify those items of work you might otherwise perform with your own forces and those items that have been broken down into economically feasible units to facilitate DBE participation. For each item listed, show the dollar value and percentage of the total contract. It is your responsibility to demonstrate that sufficient work to meet the goal was made available to DBE firms.

2. Names of certified DBEs and dates on which they were solicited to bid on the project.

Include the items of work offered. Describe the methods used for following up initial solicitations to determine with certainty if the DBEs were interested, and the dates of the follow-up. Attach supporting documents such as copies of letters, memos, facsimiles sent, telephone logs, telephone billing statements, and other evidence of solicitation. You are reminded to solicit certified DBEs through all reasonable and available means and provide sufficient time to allow DBEs to respond.

3. Name of selected firm and its status as a DBE for each item of work made available. Include name, address, and telephone number of each DBE that provided a quote and their price quote. If the firm selected for the item is not a DBE, provide the reasons for the selection.

4. Name and date of each publication in which you requested DBE participation for the project. Attach copies of the published advertisements.

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5. Names of agencies and dates on which they were contacted to provide assistance in contacting, recruiting, and using DBE firms. If the agencies were contacted in writing, provide copies of supporting documents.

6. List of efforts made to provide interested DBEs with adequate information about the plans, specifications, and requirements of the contract to assist them in responding to a solicitation.

If you have provided information, identify the name of the DBE assisted, the nature of the information provided, and date of contact. Provide copies of supporting documents, as appropriate.

7. List of efforts made to assist interested DBEs in obtaining bonding, lines of credit, insurance, necessary equipment, supplies, and materials, excluding supplies and equipment that the DBE subcontractor purchases or leases from the prime contractor or its affiliate. If such assistance is provided by you, identify the name of the DBE assisted, nature of the assistance offered, and date assistance was provided. Provide copies of supporting documents, as appropriate.

8. Any additional data to support demonstration of good faith efforts.

The Agency may consider DBE commitments of the 2nd and 3rd bidders when determining whether the low bidder made good faith efforts to meet the DBE goal.

SECTION 200 - ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS.
200-2.1 General. - Amend the first paragraph as follows:

Materials for use as untreated base or subbase shall be classified in the order of preference as follows:

Crushed Aggregate Base
Crushed Miscellaneous Base
200-2.4.1 General. - Delete the second sentence and replace with the following: - 200-2.4.2 Grading. - Amend the first sentence of paragraph 1 as follows:

The material shall be uniformly graded and
200-2.5.1 General. - Delete the third sentence and replace with the following:
defined in 200-
200-2.8.1 General. - Amend as follows:

Delete the second sentence of paragraph 1 and replace with the following:

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Delete the third sentence of paragraph 1 and replace with the following: - SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE.
201-1.1.1 General - Add the following paragraph:

The Contractor shall furnish the Engineer in the field with a copy of the mix design to be used, and with a legible certified weighmaster's certificate for each load of PCC delivered to the project. PCC delivered to the project site having a water content and/or slump greater than that specified in the mix design, shall be rejected and removed from the project site. 201-1.1.2 Concrete Specified by Class and Alternate Class - Amend Table 201-1.1.2.(A) as follows:

Street Surface Improvements section -
All concrete in this section shall have a minimum compressive strength at 28 days of 22,410 kPa (3,250 pounds per square inch), and meet the requirements of class 330-C-23 (560-C-3250) concrete.

Sewer & Storm Drain Facilities section, Sidehill Surface Drainage Facilities subsection - All concrete in this subsection shall have a minimum compressive strength at 28 days of 22,410 kPa (3,250 pounds per square inch), and meet the requirements of class 330-C-23 (560-C-3250) concrete.
201-1.4.3 Transit Mixers. - Replace the first sentence in paragraph 6 with the following:

The total elapsed time between addition of water at the batch plant and the completion of the discharge of the PCC from the mixer, shall not exceed ninety (90) minutes. All PCC remaining in the mixer, after said ninety (90) minutes time limit, shall be rejected and removed from the project site.

SECTION 203 - BITUMINOUS MATERIALS
203-3 EMULSIFIED ASPHALT.
203-3.1 General. - Modify the section by adding the following:

Asphalt emulsion shall be a QUICKSET ANIONIC OR CATIONIC EMULSIFIED ASPHALT conforming to the requirements of Subsection 203-
Subsection 203-
The latex additive shall be Ultra Pave 70 (for anionic) or Ultra Pave 65 K (for cationic) or an approved equal. The latex shall be added at the emulsion plant after weighing the asphalt and before the addition of mixing water. The latex shall be added at a rate of two to two-and-onehalf (2 to 225) parts to one-hundred (100) parts of emulsion by volume.

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203-5 SLURRY SEAL.
203-5.1 General. - Delete the sentence and replace with the following:

Slurry seal shall be emulsion-aggregate slurry (EAS) conforming to 203-5.4. 203-5.2 Mix Design. - Modify the section by adding the following: (f) Admixtures, such as Portland Cement or aluminum sulfate may be mixed into the slurry material to adjust curing time such that the applied slurry can support vehicular traffic within 60 minutes.
(g) Use of slag shall not be permitted.
(h) Deliveries of aggregate and emulsion shall not be made without the engineer present.

Emulsion is not to be transferred to an on-site storage tanker without the sieve test performed by the City.
203-5.3.2 Grading. - Delete the sentence and replace with the following:

The combined aggregate gradation shall be determined in accordance with ASTM C136 and conform to Type II requirements shown in Table 203-5.3.2 (A). 203-5.4.1 General. Modify the paragraph and replace with the following:

EAS shall be a stable mixture of emulsified asphalt, aggregate, water, a set control agent, and latex. EAS shall be Type II-CQS-1h-EAS.
203-5.4.2.1 Aggregate. Delete the sentence and replace with the following:

Aggregate shall be Type II conforming to 203-5.3.
203-5.4.2.2 Emulsified Asphalt. Modify the first paragraph and replace with the following:

Emulsified asphalt shall be quick-set, and contain latex. Quick-set emulsified asphalt shall be CQS-1h conforming to 203-3.
203-6 ASPHALT CONCRETE.
203-6.1 General. - Add the following paragraph:

Unless otherwise approved by the Engineer, asphalt concrete for paving shall be C2-PG 64-10 or B-PG 64- sphalt concrete for Type D1 or
Type D2 curb shall be D2 PG 70-10.

SECTION 206 - MISCELLANEOUS METAL ITEMS
206-7 TRAFFIC SIGNS.
206-7.1 General. The Contractor shall furnish or relocate and erect all traffic signage as required and specified.

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All new traffic signage shall be a minimum of the encapsulated lens (high intensity) type, have an anti-graffiti protective covering and be installed on new posts. All traffic signage to be relocated shall be installed on new posts.
206-7.2 Protective Covering. Anti-graffiti protective covering shall be Type 1150-POF, manufactured by 3M Company, or approved equal.
206-7.3 Post and Base. New posts and bases shall be Ultimate Sign Support System as manufactured by Western Highway, or approved equal.

SECTION 207 GRAVITY PIPE
207-2 REINFORCED CONCRETE PIPE (RCP).
207-2.1 General. - Add the following sentences to paragraph 2:

The minimum D-load for any RCP shall be 1,350. The minimum size for RCP shall be 18 inches (457 mm) unless otherwise approved by the Engineer.

SECTION 211 - MATERIAL TESTS
211-1 COMPACTION TESTS.
211-1.4 General. The Contractor shall be responsible for all quality control for all work. The Contractor shall complete all necessary testing to ensure the quality requirements within the specifications are achieved. The Contractor shall conduct the compaction testing by a geotechnical engineering firm and the results of the testing shall be made available to the Engineer.

The City will complete assurance testing throughout the project by an independent testing firm.

The City will perform the first compaction test required at any location. If such test does not meet the required specifications, the City will make additional tests until the required compaction is obtained and withhold from the final payment due the Contractor, the cost of all such additional tests. To be acceptable, tests must be ordered and witnessed by the City. Tests will be ordered by the City and performed at a location and depth as directed by the City. The Contractor shall assist the City in performing these tests as necessary. The Contractor shall provide to the City the maximum dry density and the optimum moisture content results of backfill and bedding material when requested by the City.

SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT

MARKINGS, AND PAVEMENT MARKERS
214-4 PAINT FOR STRIPING AND MARKINGS.
214-4.1 General. - Amend the first sentence in paragraph 4 as follows:

Glass beads conforming to 214-3 shall be mechanically applied at a rate of 0.6 to 0.8 kg of Redlands Regular Meeting of 2-4-2025 421 of 995
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SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING.
300-1.1 General. - Amend as follows:

Amend paragraph 3 as follows:

The natural ground surface shall be cleared of all vegetable growth, such as trees, logs, upturned stumps, roots of downed trees, brush, grass, weeds, shrubs, ground cover, tree stumps, decorative landscape rocks, edging, railroad ties, other decorative landscape treatments, boulders, rock, portland cement concrete, and all other objectionable materials, within the limits of construction.

Add the following paragraphs:

Grubbing and removal of organic debris shall include the repair and/or replacement of all parkway irrigation piping and systems necessary to perform work on this Contract and capping pipelines until such time that permanent repairs and/or replacements have been made.

All debris removed from the project site under this item shall be disposed of at an approved dump site. All transportation costs and dump fees shall be borne by the Contractor.

Clearing and Grubbing shall include, but is not limited to, the following:

1. Removal of existing AC berms.

2. Removal of all curb and gutter, cross gutters, and spandrels shall be replaced within three (3) calendar days. The Asphalt Concrete patch for areas with curbs and gutters removed and replaced shall be placed within two (2) working days after the curb and gutter, cross gutters, and spandrels are replaced. Removal of all sidewalks shall be replaced within three (3) calendar days.

3. Saw cut and removal of poles, posts, PCC pavements, curb, gutter, and sidewalk. Holes resulting from removal of existing poles and posts from existing PCC, AC pavements and curbs and gutters, shall be filled or patched with like materials. Self-propelled drop hammers will not be allowed for removals.

4. Removal of all raised pavement markers not conforming to the approved plan or conflicting with the proposed striping as shown on the plans in accordance with Subsection 312-3, Removal, of the Standard Specifications.

5. Removal and disposal of boulders, rock or PCC.

6. All trees and shrubs less than 3m (9 ft) directly above the entire sidewalk surface shall be trimmed and removed by the contractor to allow a clear path of travel for pedestrians.

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7. Irrigation system relocation:

Any irrigation systems in conflict with the proposed improvements that are removed, damaged, disturbed, or broken shall be modified, repaired, and/or replaced to be operable and provide full irrigation coverage to the areas requiring irrigation using new materials, equal or better than the original materials, with 20 mm (3/4 in) Schedule 40 PVC being the minimum acceptable for underground lines and 13 mm (1/2 in) Schedule 80 being minimum acceptable for risers and with the systems not being out of operation for more than two (2) days. No payment for work associated with the irrigation repair will be released, until all irrigation is complete, operable and accepted by the City.

All trees, shrubbery and lawns deprived of normal irrigation watering due to a disruption irrigated by the Contractor so that said plantings will not be damaged. If any trees, shrubbery or lawns die or suffer unacceptable damage as a result of or precipitated by the size. Existing grass lawns within areas that must be excavated and/or re-graded shall be cut into approximate 305 mm (1 ft) squares, removed, protected, cared for and replaced as soon as possible. Dead, dying, and unacceptably damaged grass shall be replaced with new grass sod.

8. Existing inlets, slotted drains, drainage pipes, concrete gutters, drainage pipes, where any portion of such structure is within 1m of the grading plane in the excavation areas, or within 300 mm (1 ft) of original ground in embankment areas, or where shown on the plans to be removed, shall be completely removed and disposed of accordingly.

9. Removal and disposal of existing drainage inlet structure and PCC or AC apron.

10. The Contractor shall dispose all materials not being salvaged outside of the right-of-way and shall pay for all costs for disposal.

11.Removal and disposal of any abandoned utilities that may interfere with the improvements.

12.Self-propelled drop hammers will not be allowed for removals. 300-1.3.1 General. - Add the following paragraphs:

The Contractor shall dispose portland cement concrete, stone rubble, and brick at an approved dump site.

All reprocessed asphaltic cement concrete may be placed as the lower course of crushed aggregate base material. If the Contractor chooses not to reprocess the material, disposal at an approved dump site shall be required. All costs for disposal shall be borne by the Contractor. If the Contractor chooses to reprocess material, it shall be protected and remain contaminate-free, otherwise disposal at an approved dump site will be required with all costs borne by the Contractor.

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All reprocessed asphaltic cement concrete to be used as crushed aggregate base shall be ground to conform to Section 200-2.2.
300-1.3.2 (a) Bituminous Pavement. - Amend the following:

Amend the second sentence as follows:

Saw cutting of edges to be joined shall be with a power-driven saw. The groove shall be cut to Amend the third sentence as follows:

Where bituminous pavement is to be removed, a cold mill header cut of maximum 6 feet (1.8 m) in width perpendicular to the join line shall be made, and a minimum laying depth of 1 inch (25mm) of new pavement material shall be provided at the join line.

Amend the fourth sentence as follows:

The edges of existing concrete pavement adjacent to the trench shall be saw cut to neat straight lines for the purpose of removing the damaged pavement areas.

Add the following sentence:

Work under this item shall include asphalt concrete berms. 300-1.3.2 (b) Concrete Pavement. - Amend the following:

Amend the second sentence as follows:

Saw cuts shall be
Amend the third sentence as follows:

If a saw cut in concrete pavement falls within 5 feet (1.5 m) of a construction joint, cold joint, expansion joint, or edge, the concrete shall be removed to the joint or edge. 300-1.3.2 (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways and Alley Intersections. - Amend the following:

Amend the first sentence as follows:

Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of 4 Amend the third sentence as follows:

No section to be replaced shall be smaller than 36 inches (1 m) in either length or width.

Amend the fourth sentence as follows:

If the saw cut in sidewalk or driveway would fall within 36 inches (914 mm) of a construction joint, expansion joint, or edge, the concrete shall be removed to the joint or edge, except that where the saw cut would fall within 12 inches (300mm) of a score mark, the saw cut shall be made in and along the score mark.

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Amend the fifth sentence as follows:
curb and gutter shall be sawed to a depth of 4 inches (102 mm) on a neat line at right angles to the curb face.
300-1.3.2 (d) Striping and Markings. All existing striping, markings and raised pavement markers shown to be removed or necessary to be removed from paving areas. This item includes removal in compliance with applicable laws and cleanup of residue from the operation.

All striping, markings and raised pavement markers removed beyond the limits shown on the expense.
300-1.3.2 (e) Structures. All existing concrete structures (reinforced or non-reinforced) as shown on the plans to be removed or abandoned, including but not limited to, undersidewalk drains, manholes, headwalls, bulkheads, drop inlet structures, energy dissipaters, catch basins, vaults and pipelines. Abandonment shall include all cuts and concrete plugs necessary to seal ends or openings of abandoned pipes or structures.
300-1.3.2 (f) Rock Curbs. All rock from rock curb removals, as shown on the plans or required for construction of the project, shall be transported, delivered and unloaded at a storage site as directed by the Engineer.
300-1.3.2 (g) Miscellaneous Removals. All other removals of facilities, as shown on the plans but not covered under separate bid items, and any underground facilities found during the work and not shown on the plans shall be performed. The City has endeavored to show all known underground facilities but is not responsible for unknown or abandoned facilities. Unknown underground facilities shall be paid as extra work.
300-1.3.2 (h) Miscellaneous Relocations. All relocation work as shown on the plans or required for construction of the project, but not covered under separate bid items, shall be included as a part of Subsection 300-1 Clearing and Grubbing. All relocation work performed as a part of clearing and grubbing work shall conform to the requirements and specifications of the agency or utility having jurisdiction over the item to be relocated. 300-1.4 Payment. - Add the following sentence to paragraph 1:

Payment for work on this item shall be made as a percentage of the work completed at each monthly payment.
300-2 UNCLASSIFIED EXCAVATION.
300-2.2.2 Wet Material. - Amend the second sentence of the paragraph:

If such high moisture content is not the result of any action on the part of the Contractor, or inaction in protecting the work during the course of the contract, the work involved will be paid for in the following manner: OverRedlands Regular Meeting of 2-4-2025 425 of 995 GC 47
300-12 MISCELLAENOUS GRADING. The parkway, whether landscaping exists or not, shall be graded and compacted to achieve drainage towards the street at a slope of 2%. Grading shall be coordinated such that it is the last item of work to be completed, prior to site clean-up.

Loose material and dirt shall be raked, compacted and distributed throughout the parkway area.

Areas adjacent to installed improvements must be graded to a level within one inch from the finished surface. Extra dirt/fill shall be removed from the project in accordance with Specifications.

The Contractor, at his expense shall photo-document pre-construction conditions prior to starting excavating. After construction is completed, the Contractor shall photo-document the finished grade. The Contractor shall provide the City with said photos with addresses identifying each property location, the direction the photograph was taken (facing North, South etc). The Contractor shall keep a copy of the photos (either electronically or hard copy) and provide the City with electronic copies of the photos.

SECTION 301 - TREATED SOIL, SUBGRADE PREPARATION AND

PLACEMENT OF BASE MATERIALS
301-1 SUBGRADE PREPARATION.
301-1.3 Relative Compaction. - Amend the second sentence of paragraph 1 as follows:

When base material, curb, gutter, alley pavement, driveways, or sidewalks are to be placed on the subgrade material, the top 6 inches (150mm) of such subgrade material shall be compacted to 301-2.1 General. Add the following paragraphs:

The contractor shall use
The contractor may use
material. Said grindings shall be uncontaminated and placed in an even thickness as the lower course of crushed base material. Spreading and compacting shall comply with Sections 301-2.2 and 301-2.3.
301-2.3 Compacting. Amend the second sentence of paragraph 3 as follows:

Compaction in the excepted areas shall be as specified in 211-1 with each layer of compacted base material having a
301-2.4 Measurement and Payment. Add the following paragraph:

Payment shall be made for cold-planing, storing, placing, and compacting reprocessed asphalt concrete pavement (grindings) as part of the crushed aggregate base (CAB) material. The volume of grindings placed shall be figured and a tonnage figure computed using 9.35 kg/m^3 (150 pounds per cubic foot). This tonnage figure shall be paid as part of the crushed aggregate base tonnage for this project.

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301-7 FULL DEPTH RECLAMATION WITH MECHANICAL STABILIZATION (FDR25) 301-7.1 Description. This rehabilitation alternative consists of pulverizing the existing asphalt concrete (AC) layer along with the underlying unbound material to a depth of 6, 9 or 12 inches per plan and specifications. The properties of this layer are considered to be similar to an Aggregate Subbase material with a modulus of at least 25 ksi.

The manufacture of the recycled base course shall be done in-place by pulverizing and blending the existing AC layer and base materials, if present. The process shall be accomplished in accordance with these specifications and conform to the lines and grades shown in the plans or as established by the engineer.
301-7.2 Construction. The asphalt concrete surfacing and underlying base materials shall be pulverized such that 100 percent of the material will pass a two-inch sieve and a minimum of 90 percent will pass a one and one-half inch sieve. All materials other than rock and pulverized asphalt concrete shall be broken up such that these materials will pass a one inch sieve. The pulverized materials shall be free of roots, weeds, wood, and construction debris. All grass and other vegetation shall be removed from the edge of the exiting pavement or lip of gutter pan to prevent contamination of the pulverized bituminous material during the milling operation.

Trimming and disposal of excess material, if required, will be performed on the intimate mixture of pulverized asphalt concrete, base materials and subgrade soil. Excess pulverized material is the surplus that results after trimming and grading the pulverized pavement section to the lines and grades matching existing and/or per plans and specifications.

Do not start pulverized roadbed activities if the ambient air temperature is below 40F. If the ambient air temperature falls below 40F, you may only compact and finish pulverized roadbed.

Before starting daily pulverized roadbed activities, sweep the pulverized roadbed area constructed the previous day to remove loose material.
301-7.3 Surface Preparation. Before pulverized roadbed activities start, prepare the existing roadway surface by:

1. Clearing foreign matter including vegetation

2. Removing standing water

3. Referencing the profile and cross slope

4. Marking the proposed longitudinal cut lines on the existing pavement as follows:

4.1. Cut lines must coincide with points where the existing cross slope changes, approximately at the centerline and edge of traveled way

4.2. Cut lines must indicate the sequence of the cuts

5. Referencing existing lane lines and striping layout
Final subgrade surface shall slope away from the street centerline to a maximum of 3% grade.

Pulverized asphalt material must be used as base material to meet new cross slope requirements.

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Native sub-grade material may need to be hauled off to allow for the use of all pulverized base material. No additional compensation will be allowed for any sub-grade removal and haul-off if required. Any contaminated material will be removed and disposed of by the contractor off site at his expense. Any shortage of material, caused by premature disposal of the indicated surplus material by the contractor, shall be replaced by it and no additional compensation will be allowed for such replacement.
301-7.4 Spreading, Mixing, and Compacting. Do not use a heating device to soften the pavement. Remove any visible oversized materials in the pulverized roadbed mixture prior to shaping and compacting. If you encounter unstable subgrade or rocks greater than 4 inches in the roadway section, notify the Engineer. The Engineer determines the extent of the unsuitable material and the corrective measures to be taken.

According to the Section 301-2.3, the compaction shall always be commenced along the edge of the area to be compacted and the roller shall gradually advance toward the center of the area to be compacted. Rollers shall be operated along lines parallel or concentric with the centerline of the road being constructed, and no material variation therefrom will be permitted. All rollers must be maintained in good mechanical and working condition.

The relative compaction of each layer of compacted base material shall not be less than 95 percent. ASTM D2922, Methods of Density of Soil and Soil Aggregate in Place by Nuclear Methods, (or ASTM D1556). After compaction, the sub-grade shall be firm, and unyielding. 301-7.5 Finishing. The finished pulverized roadbed surface must not vary more than 0.05 foot from the lower edge of a 12-foot straight edge laid in directions parallel and perpendicular to the centerline. Variations within the above specified tolerances shall be compensating so that the average grade and cross section specified are met. The finished surface must be free from segregation, tearing, and scarring, and have a uniform surface texture throughout the work limits. 301-8 FULL DEPTH RECLAMATION WITH CEMENT STABILIZATION (FDR-200) 301-8.1 Description. This rehabilitation alternative consists of pulverizing the existing asphalt concrete (AC) layer along with the underlying unbound material to a depth of 6, 9 or 12 inches per plan and specifications. The properties of this layer are considered to be similar to an Aggregate Subbase material with a modulus of at least 200 ksi.

The manufacture of the recycled base course shall be done in-place by pulverizing and blending the existing AC layer and base materials, if present, and adding cement. Micro-cracking of the completed cement stabilized surface is required before HMA is to be placed directly on top of the cement treated surface, regardless of the AC thickness. The process shall be accomplished in accordance with these specifications and conform to the lines and grades shown in the plans or as established by the engineer.

The cement content must be 2% by dry weight of FDR with cement with a dry unit weight of 130 lb/cu ft
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section. Cement must be Type II or Type V Portland cement specified in ASTM C 150/150M. 301-8.2 Construction. The asphalt concrete surfacing and underlying base materials shall be pulverized such that 100 percent of the material will pass a two-inch sieve and a minimum of 90 percent will pass a one and one-half inch sieve. All materials other than rock and pulverized asphalt concrete shall be broken up such that these materials will pass a one inch sieve. The pulverized materials shall be free of grass and vegetation, and construction debris to prevent contamination of the pulverized materials. Mixing shall continue until, and at the speed of the recycling unit adjusted to ensure, a homogenous mixture of the above materials and pulverized materials are achieved.

Do not start pulverized roadbed activities if the ambient air temperature is below 40F. If the ambient air temperature falls below 40F, you may only compact and finish pulverized roadbed.

Before starting daily pulverized roadbed activities, sweep the pulverized roadbed area constructed the previous day to remove loose material.
301-8.3 Surface Preparation. Before pulverized roadbed activities start, prepare the existing roadway surface by:

1. Clearing foreign matter including vegetation

2. Removing standing water

3. Referencing the profile and cross slope

4. Marking the proposed longitudinal cut lines on the existing pavement as follows:

4.1. Cut lines must coincide with points where the existing cross slope changes, approximately at the centerline and edge of traveled way

4.2. Cut lines must indicate the sequence of the cuts

5. Referencing existing lane lines and striping layout
Final pavement surface shall slope away from the street centerline to a maximum of 3% grade.

Pulverized material must be used as base material to meet new cross slope requirements. Native sub-grade material may need to be hauled off to allow for the use of all the pulverized base material. No additional compensation will be allowed for any sub-grade removal and haul-off if required. Any contaminated material will be removed and disposed of by the contractor off site at his expense. Any shortage of material, caused by premature disposal of the indicated surplus material by the contractor, shall be replaced by it and no additional compensation will be allowed for such replacement.
301-8.4 Spreading, Mixing, and Compacting. Do not use a heating device to soften the pavement. Remove any visible oversized materials in the pulverized roadbed mixture before Redlands Regular Meeting of 2-4-2025 429 of 995
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shaping and compacting. If you encounter unstable subgrade or rocks greater than 4 inches in the roadway section, notify the Engineer. The Engineer determines the extent of the unsuitable material and the corrective measures to be taken.

Recycling shall be performed to the depth provided in the plans, while incorporating stabilizing agents, mineral filler, additional aggregate and water. Mixing shall continue until, and the speed of the recycling unit adjusted to ensure, a homogenous mixture of the above materials and pulverized materials is achieved. Pre-cutting, grading and light compacting of the recycled material shall be performed prior to incorporation of the stabilizing. Spread cement uniformly over the full roadway surface width. Do not spread cement more than 30 minutes before mixing.

Do not apply dry cement in windy conditions that will result in dust outside the FDR with cement area. The application rate must be the mix design rate or the ordered application rate in lb/sq yd ± 0.5 percent. The application rate of all stabilizing agents shall be continuously monitored. If the measured application rate falls outside the above tolerance, then the recycling operations shall be stopped and corrected before proceeding. Do not spread cement and aggregate before pulverizing.

Water must be injected through the pulverizing machine. The injection rate of mixing water must be sufficient to produce the FDR with cement material mixing moisture content. The water content of the stabilized material shall be monitored closely to ensure proper compaction. Mark where the center of the pulverizing drum stops. Start the following cut on this alignment at least 2 feet behind the mark. Before compacting, remove solids larger than 3 inches in any dimension by hand.

Immediately after pulverizing and mixing, compact FDR with cement to the minimum relative compaction. Do not allow more than 2 hours between final mixing of the pulverized material with cement and completion of initial compaction before trimming. During grading and final compaction add water to maintain the mixing moisture content as described in the mix design.

Do not allow more than 2 hours to elapse from the time water is added to the aggregate and cement to completion of final compaction after trimming.

Longitudinal joints between adjacent stabilization passes shall be overlapped at least 4 inches.

Transverse joints between the recycling process shall be saw-cut, if necessary, to provide a vertical clean face to ensure proper compaction. Compaction of cementitious stabilizer begins within 20 minutes after mixing and achieving gradation and moisture requirements.

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Construction joints shall have vertical faces and shall be made in thoroughly compacted material.

Additional mixture shall not be placed against the construction joint until the joint has been approved by the Engineer. The face of the cut joint shall be lean and free of deleterious material and shall be kept moist until the placing of the adjacent FDR with cement. 301-8.5 Finishing. Once the entire working width (full lane width plus effected shoulder width) has been stabilized, and only after primary compaction has been completed, the entire working width shall be graded to the required profile and cross-slope. Disturbance to the stabilized and primary compacted material shall be kept to a minimum during this grading and shaping operation.

The finished pulverized roadbed surface must not vary more than 0.05 foot from the lower edge of a 12-foot straight edge laid in directions parallel and perpendicular to the centerline.

Variations within the above specified tolerances shall be compensating so that the average grade and cross section specified are met. The finished surface must be free from segregation, tearing, and scarring, and have a uniform surface texture throughout the work limits.

Immediately after compaction, apply water and roll with no vibration. The finished surface must be free of ruts, bump, indentations, segregation, raveling, and any loose material.

The completed cement treated subgrade shall be moist cured continuously until it is in a firm and unyielding condition. The cement treated subgrade shall be kept free from heavy traffic during the curing period or until the asphalt concrete surfacing is placed whichever is less, unless otherwise directed by the Engineer. Moisture curing shall be the only method of curing prior to micro-cracking.

Micro-cracking shall be performed with several vibratory roller passes 48 to 72 hours after finish grading to prevent severe, wide cracks from forming thus reduces the potential for reflective cracking through the HMA layer. Micro-cracking shall be performed before the application of asphaltic emulsion curing seal. After micro-cracking is complete additional moisture curing may be used. Any additional water required to achieve maximum density shall be applied by spraying the surface of the stabilized material with light applications. Care shall be taken so as not to overapply additional water to any areas of the stabilized material.

While open to traffic and before placing HMA, maintain the FDR with cement surface free of ruts, bumps, indentations, raveling, and segregation. If FDR with cement material is damaged, it shall be repaired by removing and replacing the entire depth of affected layers in the damaged area. Feathering will not be permitted for repair of low areas.

Asphaltic emulsion curing seal must be applied on the completed cement treated base immediately before placing HMA. Asphaltic emulsion curing seal must comply with Caltrans Standard Section 94, Grade SS1 or CSS1. Dilute and thoroughly mix asphaltic emulsion for curing seal at a ratio of 1 part water to 1 part asphaltic emulsion. The water must no cause premature separation of the emulsion. Uniformly apply the diluted curing seal at a rate of 0.1 gal/yd2 of cement treated base surface.

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SECTION 302 - ROADWAY SURFACING
302-4 SLURRY SEAL SURFACING.
302-4.3.1 General. Add the following paragraphs:

All slurry mixing machines shall be equipped with a Fines Feeder for the adding of cement or granular Aluminum Sulfate.

Prior to the beginning of slurry operations, the Contractor shall furnish, at no cost to the City, bin. The Contractor shall provide a drive upon scale at the project site or an alternate site approved by the City. The drive on scale shall show the net weight of the aggregate bin on each slurry machine before the machine and product will be approved for applying slurry on the project.

All slurry machines are to carry, at all times, a calibrated emulsion measuring stick. The emulsion measuring stick is to be calibrated in 10-gallon increments to the slurry machine it is used on. Emulsion measuring sticks from other slurry machines will not be allowed to measure the gallons of emulsions on the slurry machines they were not calibrated to. The emulsion measuring stick is to have the slurry machine number or identification permanently marked on the stick. The gallons of emulsion are to be measured with a calibrated emulsion measuring stick and recorded before leaving and after returning to materials site. Use of a slurry machine will not be allowed if it does not have a calibrated emulsion measuring stick.

The Contractor shall furnish prior commencing work, a calibrated stick in 10-gallon increments to measure the oil in the trailer storage tanks in gallons. The measuring stick shall be calibrated and in the storage tanks at the beginning and end of each day to determine the amount of emulsion used for that day. Emulsion is not to be transferred from delivery tank to on-site storage tank before the City performs the sieve analysis on the emulsion. Aggregate used in the slurry shall not exceed a moisture content of four percent (4%) by weight of dry aggregate.

Contractor may not schedule more than 150 tons of slurry to be placed per day. Slurry may not be applied at more than 150 feet per minute.

The Contractor shall provide a self-propelled 10 ton pneumatic roller with a tire pressure of 50 PSI and equipped with a water spray system. The Contractor shall roll the required streets the same day they are slurried. The Contractor will be responsible for proper scheduling of the work such that the rolling can be properly done within the given time constraint. Failure to comply shall result in a $250.00/calendar day liquidated damage being assessed per incident. The cost of furnishing the roller and operator shall be included in the price paid for slurry seal.

The Contractor is hereby advised that City streets, parking lots, or other City-approved property will not be allowed as a site for stockpiling and batching. Arrangements for an acceptable site shall be the sole responsibility of the Contractor.

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GC 54
The Contractor shall sweep any raveled material on the street one (1) week after the initial placement. If the Engineer determines the raveling is excessive, the frequency of sweeping shall be adjusted to the field conditions of the raveling. If raveling continues within two (2) weeks of the initial placement, the street shall be swept and reslurried with a Type I mixtures (Local Streets) or a Type II (Arterial/Collector Streets) at no cost to the City. Raveling can be identified The Contractor shall remove any and all weeds that are growing through cracks from the project street located within the pavement or growing between the concrete gutter and the pavement and spray a herbicide mixture of either Hyvar mixed with Roundup or Pramatol mixed with Roundup, or approved equal, at least fourteen (14) calendar days prior to slurrying. The herbicide mixture shall contain Blazon, or approved equal, a purple dye to easily confirm the herbicide has been applied. The work shall be approved by the Engineer or his representative prior to slurrying. Full compensation for plant removal and herbicide treatment shall be considered as included in the unit cost for slurry seal.

Longitudinal joints must correspond with lane lines. You may request other longitudinal joint patterns if they do not adversely affect the slurry seal. Spread slurry seal in full lane widths. Do not overlap slurry seal between adjacent lanes more than 3 inches. Use a material, such as building paper at transverse joints and over previously placed slurry seal to prevent double placement. Remove the material after use. Use hand tools to remove spillage.

Full compensation for developing a water supply, for furnishing and placing all water required for work done in the Contract, including extra work shall be included in the prices paid for the various items of work requiring water; and no separate payment will be made therefore. The delivered aggregates to the job during the course of each day. Aggregate shall be delivered to the project only in the presence of a City representative. The Contractor shall also present weighmaster certificates for the amount of such aggregate remaining at the completion of the project at no cost to the City. Payment shall be determined by the amount that is physically placed, which cannot exceed the amount that is delivered to the job site with the certified weighmaster tickets. There shall be not outside work done utilizing materials from the tanks or Prior to storing aggregate on private property, the Contractor shall submit to the Engineer written permission from the property owner for such stockpiling.

Precautions shall be taken to ensure that stockpiles do not become contaminated with oversized rock, clay, silt, or excessive amounts of moisture. The stockpiles shall be kept in areas that drain readily. Segregation of the aggregate will not be permitted.

The Contactor shall protect the wet slurry from traffic at all times and if damaged or defaced, the Contractor shall repair said damage at no additional cost to the City.

The placement of slurry seal may be suspended with the concurrence of the Engineer due to unsuitable weather, temperature conditions, or other conditions that are considered unfavorable Redlands Regular Meeting of 2-4-2025 433 of 995
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for the prosecution of the work. The Contractor shall immediately comply with the order of suspension by the Engineer, and work shall not be resumed until authorized by the Engineer. 302-4.8 Spreading and Application. - Add the following paragraphs:

Prior to applying slurry seal, the Contractor shall clean, to the satisfaction of the Engineer, the all lane lines, street legends, crosswalks or other painted or thermoplastic surfaces. This is of the old striping and markings as the new slurry wears off over time.

It is anticipated that nuisance water, such as storm water runoff and irrigation water, will run in and across the right-of-way at various time throughout the period of construction. It shall be the responsibility of the Contractor, at their own expense, to provide for and protect the work from such that their operations do not cause them to damage existing improvements or properties adjacent to or near the site of work.

Slurry shall not be applied when the atmospheric temperature is less than 65oF (18oC).

The application of slurry shall not commence until after 8:00 a.m., and shall conclude at 1:30 p.m. unless other authorized by the Engineer. The slurry shall be sufficiently cured to be open to traffic by 4:00 p.m. The portions of streets to be slurried shall be closed from the time the application begins until the mixture as achieved sufficient set to be opened to traffic.

The slurry shall be applied in such a manner that no ripples or waves exist. If ripples or waves occur in the slurry during the application, the work shall cease and the Contractor shall correct the situation. The Contractor may use a drag to knock down ridges. If ripples or waves are not corrected to the Engineer
The Contractor shall, at the direction of the Engineer, repair the reseal to the entire street, or complete section thereof, as determined by the Engineer, which have not been sealed properly (includes areas that have failed to meet yield and mix design specifications) and completely. No compensation will be provided for slurry seal used in repair and reseal work.

Each slurry crew shall be composed, at a minimum, of a coordinator at the project site at all times, a competent quick-set mixing man, a competent driver, two squeegee men, and sufficient laborers for any handiwork and cleanup.

Surface oil and grease shall be removed or sealed with shellac or an equivalent material approved by the City before the application of the slurry seal. Full compensation for surface oil and grease removal shall be considered as included in the unit cost for slurry seal.

The Contractor shall roll all cul-de- -end
streets and knuckle curves. Full compensation for rolling the slurry shall be considered as include in the unit cost for slurry seal.

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covering over, or to otherwise avoid slurry seal coating of manholes, utility covers, pavement markers (reflective and non-reflective), concrete gutters, concrete cross gutters, and drainage facilities, survey monuments and remove said covering and/for slurry seal coating after slurry sealing has been completed.

The start and finish of slurry application shall be a straight line which, unless otherwise approved by the Engineer, shall be obtained by laying a strip of building paper or other material approved by the Engineer on the pavement surface. After application of slurry, the paper is to be removed leaving a straight edge. The entire street surface area shall be sealed the same day. 302-4.8.1 Crack Sealing and Filling. Crack sealing shall be performed prior to the Slurry Seal application. Pavement cracks 1/4" wide and larger shall be sealed. Pavement cracks 1/8" to 1" wide shall be cleared of all loose particles of dust, dirt and laitance with oil-free compressed air immediately preceding the sealing operation. Cracks shall be routed out as necessary to provide a reservoir for the sealer that will have a depth of l" to 1 1/2".

The crack sealing material shall be a hot-applied asphalt (Crafco Polyflex or approved equivalent). The crack sealing material must not be modified or diluted in any way. Pavement -6.4
Type E (Extra Fine).

A wand and nozzle type application shall be used to fill all cracks with crack sealing material.

Crack sealing material shall be applied in two applications with the possibility of additional applications to fill the crack within the allowable tolerance. The cracks must be filled to the surface and not overfilled or applied to the top of adjoining pavement or concrete surfaces. The cracks shall be squeegee immediately after the sealant has been applied to insure conformity with the pavement surface.

The crack sealing material shall then be allowed to penetrate and sink into the crack area for a minimum of one hour. Each crack must then have a second application of crack sealer material applied in the crack area only to within + 0.01' of the adjoining pavement surface. If the material is a cold-applied, polymer modified petroleum emulsion, sand will be applied over the crack sealing material after the second application, covering a minimum of 1 1/2 inches each side of the crack and not more than 3/4 inch higher than the top of the pavement. The contractor shall be responsible for the removal of all excess sand which shall be removed within three hours after being applied.
302-5 ASPHALT CONCRETE PAVEMENT.
302-5.1 General. - Add the following paragraphs:

Asphalt concrete pavement structural sections equal to or greater than 3 inches (76 mm) in thickness shall be installed in two lifts. Base course aggregate material size shall be ¾ inch (19 mm) and cap course aggregate material size shall be ½ inch (13 mm). All pavement shall be placed over 4 inches of crushed aggregate base, unless compacted to 95% relative compaction.

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All valves within project limits in the public right-of-way shall be raised to finish grade as a part of this work. The Contractor shall furnish and install new can or slip can materials as necessary.

If new water valve lids are necessary, they shall be supplied by the Municipal Utilities and Engineering Department. All valve can lids within the project limits in the public right-of-way shall be painted the appropriate color for the utility they represent (ie. Water - Blue, Gas - Yellow, Fire Red, etc.).
302-5.2 Timeline of Paving Operations.

All paving operations shall follow the timeline and requirements shown below unless otherwise approved by the City:

PAVING TIMELINE

DESCRIPTION OF WORK

TIME PERIOD
WEEK 1
(DAY 1-7)
WEEK 2
(DAY 8-14)
WEEK 3
(DAY 15-21)
WEEK 4
(DAY 22-28)
PAVING (START TO FINISH) (1) CURE PERIOD (2)
MANHOLE ADJUST TO GRADE (3)
STRIPING & PAVEMENT MARKINGS (4)
TRAFFIC LOOPS (5)
NO PARKING SIGNS ALLOWED (6)
Note: All time periods shown above are the maximum amount of allowable time for each activity. This timeline does not apply to the installation or repair of curb and gutter, ac dikes, sidewalks, cross gutters, curb ramps, driveway approaches or truncated domes. (1) In no case shall any street segment remain unpaved longer than three calendar days if no other work activity is being performed on that street segment. Any deviation from the timeline shall result in a penalty assessment of $1,000 per calendar day. (2) No work except cat tracking of proposed striping is allowed during this period; therefore (3) Once each manhole is exposed, all associated work to adjust it to grade must be completed within 48 hours. This shall include all adjustments of manholes, vaults, valve cans, etc. as required by the Contract.
(4) All cat tracking and approval of proposed striping shall occur during the cure period. (5) Traffic loops must be installed after the approval of striping layout and prior to the installation of thermoplastic striping and pavement markings.

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(6) -19 of these specifications.
302-5.4 Tack Coat. Delete and replace with the following:

If the asphalt concrete pavement is being constructed directly upon an existing hard-surfaced pavement, a tack coat of High Performance Seal (HPS) No-Track Tack at an approximate rate of

0.05 gallon per square yard shall be uniformly applied upon the existing pavement preceding the placement of asphalt concrete. The surface shall be free of water, foreign material, or dust when the tack coat is applied. To minimize public inconvenience, no greater area shall be treated in any one day than is planned to be covered by asphalt concrete during the same day, unless otherwise approved by the Engineer.
302-5.5 Distribution and Spreading. Add the following:

Unless otherwise permitted by the Engineer, the top layer of asphalt concrete for shoulders, tapers, transitions, road connections, private drives, curve widening, turnouts, left-turn pockets, and other such areas, shall not be spread before the top layer of asphalt concrete for the adjoining through lane has been spread and compacted. At locations where the number of lanes are changed, the top layer for the through lanes shall be paved first. Tracks or wheels of spreading equipment shall not be operated on the top layer of asphalt concrete in any area until final compaction has been completed or unless directed by the Engineer.

All screed extensions for paving machines shall be provided with a tamper, roller, or other suitable compacting devices.

Asphalt pavers shall be equipped with automatic screed controls and a sensing device or devices.

Automatic grade and slope control shall be used for overlays.

All joints shall be sealed after rolling.

When placing asphalt concrete to the lines and grades noted in the plans or as approved by the Engineer, the automatic screed controls shall control the longitudinal grade and transverse slope of the screed. Grade and slope references shall be furnished, installed, and maintained by the Contractor. The Contractor shall use a ski device, the minimum length of the ski device shall be 30 ft. The ski device shall be a rigid one-piece unit and the entire length shall be utilized in activating the sensor. The Contractor may use a laser to control the screed.

When placing the initial mat of asphalt concrete on existing pavement, the end of the screed nearest the center line shall be controlled by a sensor activated by a ski device not less than 30 ft long. The end of the screed farthest from center line shall be controlled by an automatic transverse slope device set to reproduce the cross slope approved by the Engineer.

When paving contiguously with previously placed mats, the end of the screed adjacent to the previously placed mat shall be controlled by a sensor that responds to the grade of the previously placed mat and will reproduce the grade in the new mat within a 0.01 ft. tolerance. The end of the screed farthest from the previously placed mat shall be controlled in the same manner as when placing the initial mat.

Redlands Regular Meeting of 2-4-2025 437 of 995
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Should the automatic screed controls fail to operate properly during any day's work, the Contractor may use manual control of the spreading equipment for the remainder of that day; however, the equipment shall be corrected or replaced with alternative automatically controlled equipment conforming to the requirements in this section before starting the next day's work.

Should the methods and equipment furnished by the Contractor fail to produce a layer of asphalt concrete conforming to the requirements, including straightedge tolerance, of Subsection 302-

5.6.2 - Density and Smoothness, of the Standard Specifications, the paving operation shall be discontinued and the Contractor shall modify his equipment or furnish substitute equipment. A drop-off of more than 0.15 ft will not be allowed at anytime between adjacent lanes open to public traffic.

The Contractor shall schedule his paving operations such that each layer of asphalt concrete is placed on all contiguous lanes of a traveled way each work shift. At the end of each work shift, the distance between the ends of the layers of asphalt concrete on adjacent lanes shall not be greater than 10 ft. nor less than 5 ft. Additional asphalt concrete shall be placed along the transverse edge at the end of each lane and along the exposed longitudinal edges between adjacent lanes, hand raked, and compacted to form temporary conforms. Kraft paper, or other approved bond breaker, may be placed under the conform tapers to facilitate the removal of the taper when paving operations resume.
302-5.6.1 General. - Add the following paragraph:

All asphalt concrete pavement abutting portland cement concrete gutters shall match and be flush with the gutter lip when finish rolling is complete.
302-5.6.2 Density and Smoothness. Delete and replace with the following:

The completed surfacing shall be thoroughly compacted, smooth and free from ruts, humps, depressions or irregularities. Any ridges, indentations or other objectionable marks left in the surface of the asphalt concrete shall be eliminated by rolling or other means. The use of any equipment that leaves humps, ridges, irregularities or other objectionable marks in the asphalt concrete shall be discontinued, and acceptable equipment shall be furnished by the Contractor.

The finished surface shall meet the following smoothness criteria:

When a 12 foot long straightedge is laid on the finished surface parallel to the centerline of the roadway, the finished surface shall not vary from the edge of the straightedge more than 0.05 feet, except at changes in grade,
When a 12 foot long straightedge is laid on the finished surface perpendicular to the centerline of the roadway and extends from edge to edge of a traffic lane, the finished surface shall not vary from the edge of the straightedge more than 0.05 feet, except at changes in grade.

If the top layer of pavement does not comply with the smoothness specifications shown, remove and replace the entire section or complete a grind and overlay of 1.5 inches or 3 times the aggregate size, whichever is greater. Grind and overlay will be considered as a repair method only when the thickness of the asphalt pavement section is greater than 1.5 inches following the required grinding. Corrected section shall be rectangular to the nearest pavement edge or lane line and to a crosswalk, concrete spandrel or other limits approved by the City. Do not begin Redlands Regular Meeting of 2-4-2025 438 of 995
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corrective actions until the method and limit of correction is authorized by the City. If the tolerances cannot be achieved by the methods described above, the contractor must re-pave the street section, in kind, at their own expenses.

The compaction after rolling shall be a minimum of 91 percent and a maximum of 97 percent of the density obtained on samples compacted with the California Kneading Compactor per California Test 304. Cores will be taken randomly by the City for laboratory testing per California Test 308, Method A at a frequency of three per lot. A lot shall consist of a maximum of 3,000 square yards of asphalt concrete and will be identified in the field by the City. The cores will be averaged to determine the percent of maximum theoretical density, as determined by ASTM D-2041, per lot to the nearest tenth of a percent.

Reduced payment factors for percent of maximum theoretical density will be per the following table, and will be applied to the entire lot sampled.

Reduced Payment Factors for Percent of Maximum Theoretical Density Asphalt Concrete
percent of maximum
theoretical density
Reduced payment
factor
Asphalt Concrete
percent of maximum
theoretical density
Reduced payment
factor

91.0 0.0000 97.0 0.0000

90.9 0.0125 97.1 0.0125

90.8 0.0250 97.2 0.0250

90.7 0.0375 97.3 0.0375

90.6 0.0500 97.4 0.0500

90.5 0.0625 97.5 0.0625

90.4 0.0750 97.6 0.0750

90.3 0.0875 97.7 0.0875

90.2 0.1000 97.8 0.1000

90.1 0.1125 97.9 0.1125

90.0 0.1250 98.0 0.1250

89.9 0.1375 98.1 0.1375

89.8 0.1500 98.2 0.1500

89.7 0.1625 98.3 0.1625

89.6 0.1750 98.4 0.1750

89.5 0.1875 98.5 0.1875

89.4 0.2000 98.6 0.2000

89.3 0.2125 98.7 0.2125

89.2 0.2250 98.8 0.2250

89.1 0.2375 98.9 0.2375

89.0 0.2500 99.0 0.2500
< 89.0 Remove and replace > 99.0 Remove and replace
In addition to the reduced payment factors below, all costs associated with the testing of the lot which resulted in values outside of the 91-97 percent range, will be withheld from the final payment due to the Contractor.

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Following completion of the testing by the City, the core locations within the asphalt pavement shall be repaired by the Contractor.
302-5.6.3 Tracking. All areas receiving asphalt pavement shall be protected from tracking onto adjacent areas. Do not allow traffic on new asphalt pavement until its mid-depth temperature is below 140º Fahrenheit to minimize the tracking.

A rock dust blotter coat per Section 302-9.7 or a sand coat at a rate of 1-2 pounds per square yard shall be applied to the compacted surface for all areas where tracking is a concern. The application of tracking prevention measures shall be determined by the Contractor.

A haul route for all paving operations shall be reviewed and approved by the City prior to the start of any construction activity. No deviations from the approved haul route shall occur unless approved in writing from the City.

All tracking onto adjacent streets, striping or pavement markings shall be the responsibility of the Contractor. All striping and pavement markings shall be removed and replaced in kind by sandblasting. All tracking onto roadway surfaces may require the use of a street sweeper to the satisfaction of the City.
302-5.7 Joints. Add the following:

Longitudinal joints shall be trimmed to a vertical face and to a neat line if the edges of the previously laid surfacing are, in the opinion of the Engineer, in such condition that the quality of straightedge and shall be cut back as required to conform to the provisions in Subsection 302-

5.6.2 Density and Smoothness for surface smoothness. Connections to existing surfacing shall be feathered to conform to the provisions for smoothness.

Longitudinal joints in the top layer shall correspond with the edges of proposed lane striping.

Longitudinal joints in all other layers shall be offset not less than 0.5' alternately each side of the edges of traffic lanes.

All feathered joints shall be sealed after rolling.
302-5.9 Measurement and Payment. Add the following:

Reduced payment factors per 302-5.6.2 will be applied to the Contract Unit Price for lots with a Maximum Theoretical Density less than 91.0 and greater than 97.0 percent. 302-5.10 Hot Asphalt Leveling Course. Areas to receive the Hot Asphalt Concrete Leveling Course shall be determined and defined by the project manager and inspector, and identified to the Contractor in the field. Mix for hot Asphalt Concrete Leveling Course shall be 1/2 inch aggregate, C2, as defined in Section 203-6.4.3.

Areas to receive hot asphalt concrete leveling course shall be areas located near or adjacent to existing curbs and/or gutters that are potholed, or have the lip of gutter higher than the adjacent roadway. Potholes, large cracks, or ruts shall be filled to the surrounding grade elevation and Redlands Regular Meeting of 2-4-2025 440 of 995
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compacted. Hot Asphalt Concrete Leveling Course shall be completed prior to the placement of Type II Slurry Seal, ARAM or resurfacing.

Prior to placement of asphalt concrete, the surface shall be cleaned and all debris and deleterious materials shall be removed. A tack coat meeting the material and application requirements of Section 302-5.4 Tack Coat, shall be applied prior to placement of hot mix asphalt concrete. 302-5.11 Asphalt Pavement Crack Sealing and Filling. Crack sealing shall only be performed as a repair method for conventional hot mix asphalt pavement (HMA) and not installed at project locations which will have asphalt rubber hot mix (ARHM) used as the overlay material. Crack sealing shall be performed after milling of existing asphalt surface and prior to any leveling course, if necessary.

Right after milling of existing asphalt and before crack sealing or filling, Contractor shall remove any and all weeds that are growing through cracks from the project street located within the pavement or growing between the concrete gutter and the pavement and spray a herbicide mixture of either Hyvar mixed with Roundup or Pramatol mixed with Roundup, or approved equal, at least seven (7) calendar days prior to paving. The herbicide mixture shall contain Blazon, or approved equal, a purple dye to easily confirm the herbicide has been applied. The work shall be approved by the Engineer or his representative prior to paving. Full compensation for plant removal and herbicide treatment shall be considered as included in the unit cost for paving.

A wand and nozzle type application shall be used to fill all cracks with crack sealing material.

SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-1 CONCRETE STRUCTURES.

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303-1.1 General. - Delete the first sentence of paragraph 1 and replace with the following:
drainage inlets, head walls, end walls, wing walls, junction structures, transition structures, manholes, and other similar types of portland cement concrete structures shall be constructed to the lines and grades in conformity with the Plans and Specifications. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS.
303-5.1.1 General. - Replace the last paragraph with the following:

No PCC shall be ordered and/or placed until the forms and subgrade have been inspected and approved by the Engineer in the field.

All pull boxes, water meter boxes, and water valve covers shall be adjusted to proposed finish grade and approved by the Engineer in the field prior to placement of the PCC.

The Contractor shall barricade and protect placed PCC from all damage, marks, mars, and/or graffiti. Any PCC damaged, defaced, discolored, or defective shall be replaced at the Contractor's expense.

When removals of curb and/or sidewalk are located at curb return, the Contractor shall install access ramps. The Contractor is to construct all access ramps in accordance with American Disability Act (ADA) Standards/California Code of Regulations Title 24 Accessibility Regulations. If the ramps constructed by the Contractor are found to be in non-compliance with ADA Standards, the Contractor will be required to remove and replace the ramps to ADA Standards at the Contractor's expense.
303-5.1.2 Drainage Outlets Through Curb. - Add the following paragraph:

Coring shall be required for all drains through existing curbs. 303-5.1.3 Driveway Entrances. Replace the last paragraph with the following:

Driveway approaches where required, shall be 150 mm (6") thick for single-family residential area, and 200 mm (8") thick for commercial driveway approaches. 303-5.1.4 Walk. The back of sidewalk shall be 2 inches from the street Right-of-Way line unless otherwise specified by the Engineer.

Included in the price of sidewalk construction are retaining curbs. Retaining curbs are needed to retain soils from sloughing and eroding onto the finished sidewalk surface, as a result of grade differentials from existing ground surface to proposed sidewalk surface. Retaining curbs shall be installed when the finished surface is lower than the surrounding grade by 3 inches vertically within 6 inches horizontally. If the vertical difference in elevation is less than 3 inches, the surrounding grade shall be sloped, maximum 2:1 slope, to match the finished elevation. The height of the retaining curb shall be to the height of the existing grade it is retaining. Retaining -of-way at all times.
303-5.1.5 Access Ramps. Construction of curb ramps shall conform to the Type and Case appropriate for the condition, as specified on the plans and as shown within the 2012 Standard Plans for Public Works Construction, Plan 111-5. The Contractor shall be responsible to layout Redlands Regular Meeting of 2-4-2025 442 of 995
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the proposed access ramp to comply with the maximum slope indicated on the plans or Standard Plan 111-5. The maximum slope for the ramp shall not be exceeded unless otherwise approved in writing by the Engineer. The Contractor shall remove and replace access ramps deemed noncompliant with the plans or Standard Plan 111-5.

For proposed locations adjacent to a cross gutter spandrel, sawcuts along the radius of the curb will not be allowed. The spandrel shall be replaced from expansion joint to expansion joint to the extents of the curb removal. For proposed locations adjacent to curb and gutter, sawcuts along the flowline of the curb will not be allowed. The entire curb and gutter shall be replaced from expansion joint to expansion joint as required. Sawcuts at locations other than the expansion joint will not be allowed unless approved by the Engineer. Curb cuts of the existing curb will not be permitted for installation of proposed ramp. Any deviation from these requirements will result in rejection of all work at this location and shall not be included in progress payment requests until corrected, per direction from the Engineer.

The Contractor shall verify the extents of sawcut and removal for each access ramp taking into responsibility to identify required removal limits, set concrete forms and verify maximum slopes are not exceeded. The Engineer shall be present to verify the concrete forms prior to the placement of the concrete at each location, however this does not alleviate the responsibility of the accuracy of forms or slopes of the access ramp from the Contractor.

Included in the price of access ramps are retaining curbs. Retaining curbs are needed to retain soils from sloughing and eroding onto the finished ramp surface, as a result of grade differentials from existing ground surface to proposed ramp surface. Retaining curbs shall be installed when the finished surface is lower than the surrounding grade by 3 inches vertically within 6 inches horizontally. If the vertical difference in elevation is less than 3 inches, the surrounding grade shall be sloped, maximum 2:1 slope, to match the finished elevation. The height of the retaining curb shall be to the height of the existing grade it is retaining. Retaining curbs shall be located -of-way at all times.

Access Ramps shall have truncated domes installed in accordance with standard plans and specifications. Truncated domes on new access ramps shall be Armor-Tile, Cast in Place System, or approved equal. Truncated domes installed on existing surfaces shall be Safety Sted TD, or approved equal. Truncated dome panels , inline configuration, with a and Federal Yellow in color.

The access ramp work shall include all related adjustments of pull boxes, pull box covers, signs, and protection of any underground utilities within the work area. The removal and replacement of up to 5 linear feet of sidewalk on each side of the access ramp shall be included within the cost of the access ramp. The removal and replacement of the sidewalk will allow for transition from the top of ramp to adjacent sidewalk and will be utilized as necessary. 303-5.4.3 Weakened Plane Joints, (a) General. - Add the following paragraph:

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All weakened plane joints shall be spaced at a maximum of 3.05 m (10') feet for curbs, gutters, and sidewalks. Scoring lines shall conform to those prevailing in the area and be uniform in spacing.
303-5.5.2 Curb. - Replace the first paragraph with the following:

PCC for curb and gutter shall be placed within three working days from removal of the existing PCC curb and gutter. The curb and gutter surface shall not vary more than 3 mm (0.01') from a 3 m (10') straightedge except at the grade changes. Prior to the removal of the forms, the surface shall be finished true to grade by means of a straightedge float of not less than 3 m (10') in length, and operated longitudinally over the surface of the concrete. Form clamps shall be constructed so as not to interfere with the operation of the float. The form on the front of the curbs shall not be removed less than one (1) hour, nor more than six (6) hours after the concrete has been placed. In no event shall forms be removed while the concrete is sufficiently plastic to slump. The top and face of the finished curb shall be true and straight, and top surface of curbs shall be of uniform width, free from humps, sags, blemishes, or other irregularities. 303-5.5.3 Walk. - Add the following paragraphs:

The sidewalk surface shall not vary more than 5 mm (0.02') from the 3m (10') straightedge except at grade changes, and the finished surface shall be free from humps, sags, blemishes or other irregularities. All sidewalks shall be a minimum of 100 mm (4") thick, except at driveways where the sidewalks shall be a minimum of 150 mm (6") thick for single family residential areas and 200 mm (8") thick for all other areas.
303-5.6 Curing. - Add the following paragraph:

Curing compound shall be translucent with red fugitive dye, Type 1, in accordance with Section 201-4 Concrete Curing Compound, of the Standard Specifications. 303-5.7 Repairs and Replacements. - Add the following paragraphs:

In order to minimize vandalism damage to the finished PCC surfaces, the Contractor shall plan his work so that no PCC is poured after 1:00 p.m., unless otherwise authorized by the Engineer in the field.

The Contractor shall barricade and protect placed Portland Cement Concrete from all damages, marks, mars, and/or graffiti. Any Portland Cement Concrete damaged, defaced, discolored, or defective shall be replaced to the satisfaction of the Engineer at the Contractor's expense, and no additional time will be allowed.

Grading, patching, or other remedies to correct the situation will not be accepted unless in the opinion of the Engineer the vandalized area is so small that it does not warrant replacement.

Concrete replacement areas shall be from score mark or control joint to score mark or control joint, and full width of the sidewalk. All replacement areas shall be saw cut. 303-5.8 Backfilling and Cleanup. - Add the following paragraph:
and an - is required when cross gutter,
spandrel, driveways, curb and gutter is placed adjacent to existing asphalt concrete pavement.

The asphalt concrete pavement repair patch shall be placed within two (2) working days after the Redlands Regular Meeting of 2-4-2025 444 of 995
GC 66
cross gutters, spandrels, driveways, curb and gutter are replaced. The asphalt concrete pavement shall be sawcut. All work shall be in accordance with the General Permit Conditions and Trench Specifications, latest edition.

SECTION 304 - METAL FABRICATION AND CONSTRUCTION
304-3 CHAIN LINK FENCE.
304-3.4 Measurement and Payment. - Delete paragraph 1 and replace with:

Chain link fence will be measured along the horizontal projection line of the completed fence, deducting the widths of gates and openings.

SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT

MARKINGS, AND PAVEMENT MARKERS
314-1 GENERAL. - Add the following paragraphs:

To insure the protection of storm drain inlets, Best Management Practices (BMPs) shall be employed during all striping operations. Refer to Section 7-8.6. - and painting shall comply with the specifications.

All street resurfacing work shall include installing fire hydrant pavement markers at all fire hydrant location, whether the pavement markers were existing or not. The pavement markers shall be Type I Two-Way Blue Retroreflective per Section 214-6 of the Specifications and -0. All work associated with the installation of all
new, or replacement of existing, fire hydrant pavement markers shall be included as noted within the specifications.
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS.
314-4.1 General. Add the following paragraphs:

During construction, if traffic legends or lane striping are removed or paved-over for any reason, they shall be replaced immediately with temporary traffic legends or lane striping as directed by the City, and the Contractor shall place permanent traffic legends or lane striping at the end of the job or on completion of final paving. When permanent items are placed, they shall be complete markings, legends, or striping i.e.: if limit lines are disturbed, they shall be replaced to centerline or from curb to curb, whichever was existing; if a letter in a word is removed or covered, the entire word shall be replaced; and lane striping shall extend 75 feet beyond construction limits. All replacement markings, legends, or striping required to be replaced beyond the contract limits shown shall be at the cost of the Contractor and shall meet City standards. If existing striping or legends are to be removed on existing surfaces, they shall be sandblasted. Painting over striping or legends in lieu of removal will not be permitted.

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GC 67
Pavement striping shall comply with the applicable provisions of Sections 214 and 314 of the Standard Specifications.

Where side streets with existing striping, markings and markers are encountered, striping, markings and markers shall be repainted and replaced for a minimum distance of 15 m (50 feet) from the crosswalk, stop bar or limit line.
314-4.2 Control of Alignment and Layout.
314-4.2.1 General. - Delete and replace with the following:

The Contractor will be responsible for all layout of all striping. All striping, markings and markers shall be reinstalled in their existing locations unless otherwise shown on the plans. The Contractor shall be responsible to take appropriate measures and record the existing locations.

The Contractor shall verify all dimensions in the field prior to installation of pavement striping/marking layout (Cat-Track). Should field measurements differ from the plan, the Contractor shall immediately notify City staff. No Cat-Track marks shall be placed until discrepancies are resolved.

Cat-Track must be approved by City staff prior to the installation of permanent pavement striping/marking. Contractor shall notify City staff a minimum of 24 hours prior to installation of permanent pavement striping/marking to allow for inspection and approval. If approval of Cat-Track is not obtained by the Contractor, all work required to correct the striping/marking will be at the expense of the Contractor
Cat-Track marks shall be made in chalk. Paint for the purpose of Cat-Track is prohibited. If paint is used, the Contractor must remove the paint without damaging or visually deforming the pavement surface. If damage or visual deformity within the removal area occurs, in the opinion of City staff, the Contractor shall grind and overlay the entire segment with no additional compensation. The area of the grind and overlay shall be as required by City staff and shall be a All visible Cat-Track markings after the installation of the permanent striping/marking shall be removed without damage or visual deformity to the pavement surface. Any damage or visual deformity to the pavement shall be remedied as noted above. 314-4.3.5 Application. - Amend the first sentence in paragraph 8 as follows:

Glass beads shall be applied at a rate of 0.6 to 0.8 kg of beads per liter (5 to 7 pounds of beads 314-6 GREEN BIKE LANE. Green bike lanes shall be installed per plan and conform to the technical specifications included within the contract documents and shall be Streetbond CL or approved equal.

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DESCRIPTION OF WORK 01112-1

SECTION 01112 DESCRIPTION OF WORK

PART ONE -- GENERAL

1.1 SUMMARY
A. The work to be done under this Contract includes the furnishing of project management, labor, materials, tools and equipment for the construction of the Redlands Regional Connector (South) Project for the City of Redlands, all in accordance with the Contract Documents.

B. The following contract drawings are made a part of these Contract Documents:

Title Sheet No.

Title Sheet & Vicinity Map 1
General Notes and Details 2
Street Improvement Plan 3
Trail Improvement Plan 4-7
Signing and Striping Plan 8-9

1.2 GENERAL SCOPE OF WORK
A. Work In This Contract: Work in this Contract includes all labor, materials and equipment necessary for construction of the Redlands Regional Connector (South) Project as noted on the Contract Drawings and all other Contract Documents and is summarized as follows:

1. The Work shall consist of all traffic control (including furnishing and installing all arrowboards, barricades, signs, delineators, and flagmen); all earthwork (including trenching, shoring, sloping, bedding, and backfilling including select imported material or select native material); installing new concrete and asphalt trails with crushed aggregate base and grading; concrete and asphalt removals and disposals; installing new concrete sidewalk and ADA compliant curb ramps; installation of AC Pavement; installing all striping and signage as noted on the plans, including all incidentals; and protecting in place all existing utilities.

2. The contractor shall, upon completion of the Redlands Regional Connector (South) Project, and appurtenances required herein, initially operate all components of the Contract Work furnished and installed by Contractor, and make any additional adjustments, corrections, repairs, replacements, and reconstructions necessary to provide the City with a complete trail.

3. The Contractor shall provide requested Caltrans documentation throughout the project.

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MEASUREMENT AND PAYMENT 01200-1
SECTION 01200 MEASUREMENT AND PAYMENT
A. Work Listed in the Schedule of Work Items

1. The application for payment will be for a specific item based on the percentage completed or quantity installed. The percentage complete will be based on the value of the partially completed work relative to the value of the item when entirely completed and ready for service.

2. A retention of five percent (5%) of the value of work completed will be withheld from progress payments. This retention amount will remain constant throughout the contract period and will not be payable until the expiration of thirty-five (35) days after the recordation of the Notice of Completion.

B. Work Not Listed in the Schedule of Work Items
The General Conditions and items in the Special Provisions, general requirements, and specifications which are not listed in the schedule of work items of the bid form are, in general, applicable to more than one listed work item, and no separate work item is provided therefore. Include the cost of work not listed but necessary to complete the project designated in the contract documents in the various listed work items of the bid form.

The bids for the work are intended to establish a total cost for the work in its entirety. Should the Contractor feel that the cost for the work has not been established by specific items in the bid form, include the cost for that work in some related bid item so that the proposal for the project reflects the total cost for completing the work in its entirety.

The Contractor may experience difficulty in excavation due to rock or unsuitable responsibility to identify these areas and account for difficulty in excavation, the need to export rock or unsuitable backfill material and the need to import suitable backfill material. There will not be additional contract time or additional compensation for any project locations where any of these circumstances occur.

C. Bid Items

1. Mobilization, Bid Item 1:

Payment for Mobilization shall be made at the contract price per lump sum (LS) and shall constitute full compensation for all labor, material, equipment, and incidentals required within Section 01721. The bid price shall include, but not limited to, preliminary construction schedule, bonds, insurance, installation and relocation of information signs, installation and implementation of traffic control items per Section 01111, shop drawings, catalog submittals and shall constitute full compensation for all labor, material, equipment Redlands Regular Meeting of 2-4-2025 456 of 995
MEASUREMENT AND PAYMENT 01200-2
and incidentals required. The bid price for mobilization shall not exceed 5 percent of the Bid Schedule total price.

2. Construction Survey and Monumentation Restoration, Bid Item 2:

Payment for Construction Survey and Monumentation Restoration shall be made at the contract price per lump sum (LS) and shall constitute full compensation for research, construction surveying, construction staking, preparation and submittal of surveying cut sheets, tying existing control monuments that may be damaged or disturbed prior to construction, verifications of horizontal and vertical position of existing control monuments, recovery and reestablishment of damaged or disturbed control monuments after construction, preparation and submittal of corner records to applicable government agencies, and shall include all labor and incidentals noted within Section 01722.

Payment for the Construction Survey and Monumentation Restoration shall be made based on the percentage of project completion to ensure compliance with all requirements throughout the duration of the contract. The completeness shall be determined by the Engineer and updated on progress payments.

3. Temporary Traffic & Pedestrian Control, Bid Item 3:

Payment for Temporary Traffic and Pedestrian Control shall be made at the contract lump sum price and shall constitute full compensation for preparation, approval and shall include all labor and incidentals noted within Section 01111.

Payment for the Temporary Traffic and Pedestrian Control shall be made based on the percentage of project completion to ensure compliance with all requirements. The completeness shall be determined by the Engineer and updated on progress payments.

4. Erosion Control, Bid Item 4:

Payment for Erosion Control Plan shall be made at the contract lump sum price and shall constitute full compensation for preparation, approval, NPDES Permit and shall include all labor and incidentals noted within Section 01572.

Payment for the Erosion Control Plan shall be made based on the percentage of project completion to ensure compliance with all requirements. The completeness shall be determined by the Engineer and updated on progress payments.

5. Clearing, Grubbing and Removals, Bid Item 5:

Item also includes all necessary dust control, clearing, grubbing, and removals such as removals of existing vegetation , rubbish, and utilities as required for the construction of the proposed improvements under these bid items.

Payment for Clearing, Grubbing And Removals shall be made at the contract price per lump sum (LS) as specified on the bid schedule and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, Redlands Regular Meeting of 2-4-2025 457 of 995
MEASUREMENT AND PAYMENT 01200-3
supplemental details, these Special Provisions, and as directed by the Engineer or his appointed designee, and no additional compensation will be allowed therefor.

6. Install Reflective Delineator (Type E), Bid Item 6:

Payment for reflective delineator shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required.

Reflective delineators (Type E) shall be installed per Caltrans Std. A73C on Sheet 2. No partial payment will be released. All must be complete and operable before any compensation will be released.

7. Construct
Compaction, Bid Item 7:
project plans and specifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall also include all clearing and grubbing per Section 300-1 of the General Conditions. Grading and shaping shall conform to Section 300, 301 and 302 of the General Conditions.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment, and incidentals required. No partial complete and operable before any compensation is released.

8. Slurry Seal (Type II), Bid Item 8:

Item includes but is not limited to crack filling, crack sealing, placement of leveling course, localized and isolated base repair, depressed trench line repair, complete removal of existing striping and pavement markings, as well as per specification Section 302 of General Conditions. Payment for Type II Slurry Seal shall be made at the contract unit price and shall constitute full compensation for all labor, material, traffic control, equipment, and incidentals required for Type II Slurry Seal placed. Payment shall be on a monthly basis and on total amount of Type II Slurry Seal placed per bid once streets are thoroughly prepared per plans and specifications and accepted by the City staff. All must be complete and operable before any compensation will be released.

9. Remove and Replace 4" PCC Trail Over 95% Compacted Native, Bid Item 9:

Trail
(560-Cspecifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and concrete/asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall include all clearing and grubbing per Section 300-1 of the General Conditions.

Grading and shaping shall conform to Section 300, 301, and 302 of the General Conditions.

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Bid item 9 includes but is not limited to erosion control, sawcutting, removal of varying thickness trail,
concrete trail. Trail shall match existing width and appearance of adjacent areas, such as score lines and finish. Item also includes all necessary dust control, clearing, grubbing, grading, irrigation repair, information signs, survey monument preservation, and removals such as removals of vegetation, rubbish, and utilities as required for the construction of the proposed improvements under this bid item.

Payment for this item shall be made at the contract unit price per square foot (SF) and shall constitute full compensation for all labor, material, grading, equipment and incidentals, and for doing all the work involved in preparing, the surface, and placing the PCC Trail. No partial payment for sidewalk removal and replacement will be released.

10. 5% Compacted Native, Bid Item
10:

Item includes but is not limited to the installation of Sidewalk (560-C3250), compact specifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and concrete/asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall include all clearing and grubbing per Section 300-1 of the General Conditions.

Grading and shaping shall conform to Section 300, 301, and 302 of the General Conditions.

Bid item 10 includes but is not limited to erosion control, sawcutting, earthwork and shall match existing width and appearance of adjacent areas, such as score lines and finish. Item also includes all necessary dust control, clearing, grubbing, grading, irrigation repair, information signs, survey monument preservation, and removals such as removals of vegetation, rubbish, and utilities as required for the construction of the proposed improvements under this bid item.

Payment for this item shall be made at the contract unit price per square foot (SF) and shall constitute full compensation for all labor, material, grading, equipment and incidentals, and for doing all the work involved in preparing, the surface, and placing the PCC Sidewalk. No partial payment for sidewalk removal and replacement will be released.

11. Construct PCC ADA Curb Ramp Including Curb and Gutter, AC Slot Patch, Retaining Curb, and Sidewalk, Case and Type as Shown on Plans, See Curb Ramp 1 , Bid Item 11:

Item includes but is not limited to earthwork, sawcuts, removals of varying thickness concrete, earthwork, dust control, grading and compaction as required for the construction of the proposed improvements under this bid item. Ramps shall include cast-in-place truncated domes. All work shown on plans shall be per section 303 of the General Conditions.

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MEASUREMENT AND PAYMENT 01200-5
The extent of work for the installation of the ADA Access Ramp shall be as outlined on the referenced APWA Standard Plan and shall include all improvements necessary to install the ramp, including but not limited to, curb and gutter, cross gutter, cross gutter removal, utility cover adjustments, asphalt pavement trench repair and necessary flatwork to install ramp grooves. Included in the price of ADA access ramp is all required sidewalk removal and replacement required to install access ramp and provide a compliant transition to the adjacent sidewalk.

Included in the price of ADA access ramp construction are retaining curbs. Retaining curbs are needed to retain soils from sloughing and eroding onto the finished sidewalk surface, as a result of grade differentials from existing ground surface to proposed sidewalk surface. The height of the retaining curb shall be to the height of the existing -of-way at all
times.

Also included in the price of ADA access ramp construction are relocation and repair of irrigation systems per section 212 of the General Conditions, surveying, construction staking, forming and survey monument preservation per section 01722 of the General Requirements.

Ramp types are specified on the plan based on the visual judgment. In any case, if the specified ramp type is not feasible for the particular location, contractor shall propose the alternative ramp type that could be constructed per specifications. The alternate ramp type shall be approved by the City staff. Any re-work, re-forming, additional time or additional work due to change of the ramp type shall be considered in the unit price of ADA access ramp construction.

Payment shall be made at the contract unit price per each (EA) and shall constitute full compensation for all labor, material, traffic control, equipment and incidentals required.

No partial payment for ADA ramps will be released. All must be complete and operable before any compensation will be released.

12. Construct PCC Mow Curb, Bid Item 12:

Item includes but is not limited to the installation of PCC mow curb as specified on the project plans.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

13. Install 3 Rail PVC Fence Per Detail on Sheet 2, Bid Item 13:

Payment for 3 rail PVC fence shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

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MEASUREMENT AND PAYMENT 01200-6

14. Adjust Water Valve/Water Meters Boxes to Grade, Bid Item 14:

Item includes but is not limited to adjustment of the valve/meter box ring/cover, rim to the finished grade of the street. Valve/meter box shall be re-constructed per City of Redlands Standard, A-20514 and City of Redlands Standard, W-9. Item also includes all necessary dust control, clearing, grubbing, and removals such as removals of vegetation, rubbish, and utilities as required for the construction of the proposed improvements under this bid item.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, traffic control, equipment and incidentals required.

No partial payment will be released. All must be complete and operable before any compensation will be released.

15. Adjust Manhole Frame and Cover to Grade, Bid Item 15:

Item includes but is not limited to adjustment of the manhole ring/cover, rim to the finished grade of the street. Manhole shall be re-constructed per City of Redlands Standard, A-101and/or A-95 Revision D and shall include the construction/reconstruction of the concrete collar per City of Redlands Standard, A-106. Item also includes all necessary dust control, clearing, grubbing, and removals such as removals of vegetation, rubbish, and utilities as required for the construction of the proposed improvements under this bid item.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, traffic control, equipment and incidentals required.

No partial payment will be released. All must be complete and operable before any compensation will be released.

16. Construct Gate as Shown on Plans, Bid Item 16:

Item includes but is not limited to the installation of three (3) gate as specified on the project plans.

Payment for pipe gates shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

17. Construct Removable Bollard, Bid Item 17:

Item includes but is not limited to the installation of removable bollards as specified on the project plans.

Payment for removable bollard shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

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18. Restore Irrigation in Kind, Bid Item 18:

Payment for restoration of irrigation in kind shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

19. Restore Landscape in Kind, Bid Item 19:

Payment for restoration of landscape in kind shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

20. Signing and Striping, Bid Item 20:

Payment for the installation of striping and signage improvements shall be included in the contract price per lump sum (LS) and shall include surface preparation, layout, material placement, curing, protection, testing, and all labor, materials, tools, etc. to install striping and curb paint.

The price shall include, but not be limited to the removal of all temporary traffic control measures installed following pavement resurfacing installation of additional sign bolts and supports and the adjusting the location of existing posts as noted on the plans, to clear obstructions not noted on the plans at the direction of City staff, the installation of cat tracking and adjustment if field inspection requires.

21. Unforeseen work not covered within all other bid items, Bid Item 21:

Payment for the unforeseen work not covered within all other bid items shall be made at the contract price per lump sum (LS) and shall constitute full compensation for all labor, materials, equipment, and incidentals required. Unforeseen work must be approved by the City staff before doing any work and pay estimate shall be negotiated based on unit price already established with the bid proposal for this project. Any required work that is outside of the proposed bid unit cost, shall be performed based on the Time and Material (T&M) basis and T&M cost shall be negotiated and approved by the City staff prior to performing the work. Unforeseen work will be paid in each billing cycle with a percentage of the lump sum cost included in the bid. This item may not be spent entirely.

22. Demobilization, Bid Item 22:

Payment for Demobilization shall be made at the contract price per lump sum (LS) and shall constitute full compensation for preparation, approval, and shall include all labor and incidentals noted to complete the Demobilization per Section 01740.

END OF SECTION
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PUBLIC WORKS CONTRACT AWARD INFORMATION (DAS-140)
This is not a request for dispatch of apprentices.

Contract award information must be sent to your Apprenticeship Committee if you are approved to train. If you are not approved to train, you must send the information (which may be this form) to ALL applicable Apprenticeship Committees in your craft or trade in the area of the site of the public work.

Go to: http://www.dir.ca.gov/das/PublicWorksForms.htm for information about programs in your area and trade. The information shall be provided to the applicable apprenticeship committee within ten (10) days of the date of the execution of the prime contract or subcontract, but in no event later than the first day in which the contractor has workers employed upon the public work.

Do not send this form to the Division of Apprenticeship Standards.

NAME OF YOUR COMPANY CONTRACTORS STATE LICENSE NO.

MAILING ADDRESS-NUMBER & STREET, CITY, ZIP CODE AREA CODE & TELEPHONE NO.

NAME AND ADDRESS OF PUBLIC WORKS PROJECT DATE YOUR CONTRACT WAS EXECUTED

DATE OF EXPECTED/ACTUAL START OF PROJECT

NAME & ADDRESS OF PUBLIC AGENCY AWARDING CONTRACT ESTIMATED NUMBER OF JOURNEYMAN HOURS

OCCUPATION OF APPRENTICE
THIS FORM IS BEING SENT TO: (NAME AND ADDRESS OF APPRENTICESHIP PROGRAM(S) ESTIMATED NUMBER OF APPRENTICE HOURS

APPROXIMATE/ACTUAL DATES TO BE EMPLOYED
This is not a request for dispatch of apprentices.
*Contractors must make a separate request for actual dispatch, in accordance with Section 230.1(a) California Code of Regulations* Check One of the Boxes Below

1. We are already approved to train apprentices by the
Apprenticeship Committee. We will employ and train under their standards. (Enter name of Committee)

2. We will comply with the standards of
Apprenticeship Committee for the duration of this job only. (Enter name of Committee)

3. We will employ and train apprentices in accordance with the California Apprenticeship Council regulations, including § 230.1 (c) which requires that apprentices employed on public projects can only be assigned to perform work of the craft or trade to which the apprentice is registered and that the apprentices must at all times work with or under the direct supervision of journeyman/men.

Signature Date

Typed Name

Title
Redlands Regular Meeting of 2-4-2025 532 of 995
Redlands Regular Meeting of 2-4-2025 533 of 995

CONTRACTOR FRINGE BENEFIT STATEMENT
Project Name: Project Location: Today’s Date:

Contractor / Subcontractor Name: Business Address:

In order that the proper Fringe Benefit rates can be verified when checking payrolls on the above contract, the hourly rates for fringe benefits, subsistence and/or travel allowance payment made for employees by the employer on the various classes of work are tabulated below. Please Include Apprentice Rates.

Classification: Effective Date: Subsistence or Travel Pay:
$________________________ EMPLOYER PAID FRINGE BENEFITS Health & Welfare
$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address: ____________________________________________________________________________________________________ Pension $_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address: ____________________________________________________________________________________________________ Vacation/Holiday $_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address: __________________________________________________ __________________________________________________ Training $_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address: ____________________________________________________________________________________________________ Other $_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address: ____________________________________________________________________________________________________ Classification: Effective Date:

Subsistence or Travel Pay: $________________________ EMPLOYER PAID FRINGE BENEFITS Health & Welfare
$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address: ____________________________________________________________________________________________________ Pension $_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address: __________________________________________________ __________________________________________________ Vacation/Holiday $_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address: ____________________________________________________________________________________________________ Training $_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address: ____________________________________________________________________________________________________ Other $_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address: ____________________________________________________________________________________________________ Supplemental statements must be submitted during the progress of the work should there be an increase or change in rates. Use additional sheets as necessary. (Attach a copy of your most recent premium transmittal (including copy of check submitted) into each of the above plans/funds/programs or a letter from the above plans/funds/programs reflecting current payment status).

I certify under penalty of perjury that fringe benefits are paid to the approved plans, funds or programs as listed above.

Print Name and Title Signature and Date (Wet Signature Required) Redlands Regular Meeting of 2-4-2025 534 of 995
Redlands Regular Meeting of 2-4-2025 535 of 995
Redlands Regular Meeting of 2-4-2025 536 of 995
Redlands Regular Meeting of 2-4-2025 537 of 995
Redlands Regular Meeting of 2-4-2025 538 of 995
Redlands Regular Meeting of 2-4-2025 539 of 995

CITY OF REDLANDS MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT 2024 APPENDIX B

CONSTRUCTION WORKDAY CALENDAR

JANUARY FEBRUARY MARCH

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 5 6 1 2 3 1 2
1 2 3 4 5 6 32 33 34 61 62
7 8 9 10 11 12 13 4 5 6 7 8 9 10 3 4 5 6 7 8 9
7 8 9 10 11 12 13 35 36 37 38 39 40 41 63 64 65 66 67 68 69 14 15 16 17 18 19 20 11 12 13 14 15 16 17 10 11 12 13 14 15 16 14 15 16 17 18 19 20 42 43 44 45 46 47 48 70 71 72 73 74 75 76 21 22 23 24 25 26 27 18 19 20 21 22 23 24 17 18 19 20 21 22 23 21 22 23 24 25 26 27 49 50 51 52 53 54 55 77 78 79 80 81 82 83 28 29 30 31 25 26 27 28 29 24 25 26 27 28 29 30
28 29 30 31 56 57 58 59 60 84 85 86 87 88 89 90
31 91

APRIL MAY JUNE

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 5 6 1 2 3 4 1
92 93 94 95 96 97 122 123 124 125 153
7 8 9 10 11 12 13 5 6 7 8 9 10 11 2 3 4 5 6 7 8
98 99 100 101 102 103 104 126 127 128 129 130 131 132 154 155 156 157 158 159 160 14 15 16 17 18 19 20 12 13 14 15 16 17 18 9 10 11 12 13 14 15 105 106 107 108 109 110 111 133 134 135 136 137 138 139 161 162 163 164 165 166 167 21 22 23 24 25 26 27 19 20 21 22 23 24 25 16 17 18 19 20 21 22 112 113 114 115 116 117 118 140 141 142 143 144 145 146 168 169 170 171 172 173 174 28 29 30 26 27 28 29 30 31 23 24 25 26 27 28 29
119 120 121 147 148 149 150 151 152 175 176 177 178 179 180 181 30 182

JULY AUGUST SEPTEMBER

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 5 6 1 2 3 1 2 3 4 5 6 7
183 184 185 186 187 188 214 215 216 245 246 247 248 249 250 251 7 8 9 10 11 12 13 4 5 6 7 8 9 10 8 9 10 11 12 13 14
189 190 191 192 193 194 195 217 218 219 220 221 222 223 252 253 254 255 256 257 258 14 15 16 17 18 19 20 11 12 13 14 15 16 17 15 16 17 18 19 20 21 196 197 198 199 200 201 202 224 225 226 227 228 229 230 259 260 261 262 263 264 265 21 22 23 24 25 26 27 18 19 20 21 22 23 24 22 23 24 25 26 27 28 203 204 205 206 207 208 209 231 232 233 234 235 236 237 266 267 268 269 270 271 272 28 29 30 31 25 26 27 28 29 30 31 29 30
210 211 212 213 238 239 240 241 242 243 244 273 274

OCTOBER NOVEMBER DECEMBER

S M T W T F S S M T W T F S S M T W T F S
1 2 3 4 5 1 2 1 2 3 4 5 6 7
275 276 277 278 279 306 307 336 337 338 339 340 341 342 6 7 8 9 10 11 12 3 4 5 6 7 8 9 8 9 10 11 12 13 14
280 281 282 283 284 285 286 308 309 310 311 312 313 314 343 344 345 346 347 348 349 13 14 15 16 17 18 19 10 11 12 13 14 15 16 15 16 17 18 19 20 21 287 288 289 290 291 292 293 315 316 317 318 319 320 321 350 351 352 353 354 355 356 20 21 22 23 24 25 26 17 18 19 20 21 22 23 22 23 24 25 26 27 28 294 295 296 297 298 299 300 322 323 324 325 326 327 328 357 358 359 360 361 362 363 27 28 29 30 31 24 25 26 27 28 29 30 29 30 31
301 302 303 304 305 329 330 331 332 333 334 335 364 365 366 City Holiday
Redlands Regular Meeting of 2-4-2025 540 of 995
Redlands Regular Meeting of 2-4-2025 541 of 995
REDLANDS UNIFIED SCHOOL DISTRICT STUDENT ATTENDANCE CALENDAR 2024-2025 ALL REDLANDS SCHOOLS 1 2 3 4 5 6/7 8 9 10 11 12 13/1415 16 17 18 19 20/2122 23 24 25 26 27/2829 30 31 1 2 3/4 5 6 7 8 9 10/1112 13 14 15 16 17/1819 20 21 22 23 24/2526 27 28 29 30 31/1 2 3 4 5 6 7/8 9 10 11 12 13 14/1516 17 18 19 20 21/2223 24 25 26 27 28/29 30 H 9 P P 4 H H P P 5 H 1 2 3 4 5/6 7 8 9 10 11 12/1314 15 16 17 18 19/2021 22 23 24 25 26/2728 29 30 31 1 2/3 4 5 6 7 8 9/10 11 12 13 14 15 16/1718 19 20 21 22 23/2425 26 27 28 29 30/1 2 3 4 5 6 7/8 9 10 11 12 13 14/1516 17 18 19 20 21/2223 24 25 26 27 28/29 30 31 P X H M M M M M H H H H H H H H H H H H P H H H H H H X H H H H H H H 1 2 3 4/5 6 7 8 9 10 11/1213 14 15 16 17 18/1920 21 22 23 24 25/2627 28 29 30 31 1/2 3 4 5 6 7 8/9 10 11 12 13 14 15/1617 18 19 20 21 22/2324 25 26 27 28 1/2 3 4 5 6 7 8/9 10 11 12 13 14 15/1617 18 19 20 21 22/2324 25 26 27 28 29/30 31 H H H H H H H H H H M H H H H H H H H H H H H H H H H H H H H H H 1 2 3 4 5/6 7 8 9 10 11 12/1314 15 16 17 18 19/2021 22 23 24 25 26/2728 29 30 1 2 3/4 5 6 7 8 9 10/1112 13 14 15 16 17/1819 20 21 22 23 24/2526 27 28 29 30 31/1 2 3 4 5 6 7/8 9 10 11 12 13 14/1516 17 18 19 20 21/2223 24 25 26 27 28/29 30 H H H H H M M P H H H H H M P End of Quarter and Semester Dates - Grades TK/K and 6-12 Quarter 1 - October 4 H - Holidays - NO ATTENDANCE Elementary 42 days Secondary Quarter 2 / Semester 1 - December 19 LABOR DAY September 2 47 days Quarter 2 VETERANS DAY November 11 P Staff Professional Day (No Students In Attendance) 89 days Semester 1 THANKSGIVING RECESS November 25 - 29 M Minimum Day - Conferences/Report Card Preparation Quarter 3 - March 21 WINTER RECESS December 23 - January 10 H Holiday (No Students In Attendance) 48 days MARTIN LUTHER KING DAY January 20 X Report Card Day (No Students In Attendance) Quarter 4 / Semester 2 / End of year - June 5 PRESIDENTS' DAY February 17 43 days Quarter 4 SPRING BREAK March 24 - April 4 91 days Semester 2 MEMORIAL DAY May 26 Student Attendance Days - 180 End of Trimester Dates - Grades 1-5 Teacher Attendance Days - 185 Trimester 1 - November 1 61 days Trimester 2 - February 28 61 days Trimester 3 - June 5 58 days Board Approved: January 9, 2024 July August September October November December January February March April May June Redlands Regular Meeting of 2-4-2025 542 of 995
Redlands Regular Meeting of 2-4-2025 543 of 995
Redlands Regular Meeting of 2-4-2025 544 of 995
Redlands Regular Meeting of 2-4-2025 545 of 995
…
…
. YES NO
. …
…
…
. YES NO
YES NO
Application for Road / Encroachment Permit
City of Redlands - Municipal Utilities & Engineering Department Name: Phone:

Address: City: Zip:

Contractor: USA ID No.:

Contractor License No.: Type: Cal OSHA No.:

I hereby request permission to construct/install improvements/facilities within the City of Redlands road right-of-way at the following location:

Construction Start Date: Anticipated Completion Date:

Development No.: Plan No.:

Street Name:

Cross Streets:

Address:
and for the purpose of performing the following work:

Applicant/Agent Signature: Date:

In accordance with Plans approved by the Municipal Utilities & Engineering Director and/or the Standard Specifications and Detail Drawings of the City of Redlands for the quantity and type of improvements listed below:

SHADED AREA FOR OFFICIAL USE ONLY
EA Driveway Appr, Res/Comm……………… $ 49.00 / EA =$ Truck Route Permit Required:

SF Sidewalk…………………………………… $ 0.09 / SF =$ YES NO
SF Cross Gutter/Spandrel…………………… $ 0.58 / SF =$
LF Curb & Gutter…………………………… $ 2.19 / LF =$ Closure Permit With LF Curb/Berm………………………………… $ 2.62 / LF =$ Traffic Plan Required:

SF Asphalt Pavement…………………………$ 0.04 / SF =$
SF Crushed Aggregate Base……………… $ 0.04 / SF =$
EA Street Light…………………………………$ 81.00 / EA =$ Water Shutdown Required:

EA Traffic Signal - New………………………. $ 2,152.00 / EA =$
EA Traffic Signal - Modification………………$ 1,737.00 / EA =$ CY Reinforced Concrete…………………… $ 89.00 / CY =$ Bond Required:

LF Storm Drain Pipe…………………………. $ 8.00 / LF =$
EA Curb Inlet/Outlet Structures………………$ 67.00 / EA =$
EA Storm Drain Manhole/Junction Box…….. $ 67.00 / EA =$ EA Curb Core…………………………………. $ 62.00 / EA =$
LF Sewer Main……………………..………… $ 0.95 / LF =$
EA Sewer Manhole…………………..………. $ 67.00 / EA =$ Conduit Material:

EA Sewer Cleanout……………………………$ 134.00 / EA =$
EA Sewer Lateral…………………………… $ 67.00 / EA =$
LF Water Main - Potable…………………….. $ 1.09 / LF =$ Conduit Size:

LF Water Main - Non-Potable……...……….. $ 1.09 / LF =$
EA Fire Hydrant Assembly……………………$ 66.00 / EA =$
EA Water Service Lateral……………………. $ 26.00 / EA =$
EA Water Shutdown………………………….. $ 67.00 / EA =$
EA Fire Service……………………………… $ 58.00 / EA =$
LF Excavation/Utility Trench………..….…….$ 1.25 / LF =$
SF Street Patch……………………………….. $ 0.67 / SF =$
SF Warranty Fee (Street Cut)……………..…$ / SF =$
$ / =$ Calculated By
$ / =$
SUBTOTAL PERMIT FEE $
PERMIT FEE work complete within specified date from issuance = Inspected by $ 219.00 fee. $219.00
Municipal Utilities & Engineering
PENALTY FEE 25% of total permit fee if issued after commencement of work $ ($250.00 minimum fee)
(Effective 06/02/09) TOTAL ENCROACHMENT PERMIT FEE $ Approved By Redlands Regular Meeting of 2-4-2025 546 of 995
Redlands Regular Meeting of 2-4-2025 547 of 995
Redlands Regular Meeting of 2-4-2025 548 of 995
Redlands Regular Meeting of 2-4-2025 549 of 995
Redlands Regular Meeting of 2-4-2025 550 of 995
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Redlands Regular Meeting of 2-4-2025 552 of 995
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Redlands Regular Meeting of 2-4-2025 570 of 995
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Redlands Regular Meeting of 2-4-2025 573 of 995

CITY OF REDLANDS

MUNICIPAL UTILITIES AND

ENGINEERING DEPARTMENT

GENERAL PERMIT CONDITIONS

AND TRENCH SPECIFICATIONS
January 2023 Edition
Redlands Regular Meeting of 2-4-2025 574 of 995
Redlands Regular Meeting of 2-4-2025 575 of 995
i

TABLE OF CONTENTS
1 - GENERAL

1.1 Standards and Specifications

1.2 Changes or Additions to Permit

1.3 Relocation

1.4 Utility Construction

1.5 Licensed Contractor

1.6 Permit Possession

1.7 Permittee Responsibility

1.8 Hold Harmless

1.9 Notification

1.10 Inspection

1.11 Failure to Comply
2 PUBLIC CONVENIENCE & SAFETY

2.1 Traffic and Access

2.2 Traffic Control

2.3 Working Hours

2.4 Dewater Operations

2.5 Closing Roads
3 - PRESERVATION OF PROPERTY

3.1 Protection of Property

3.2 City Facilities

3.3 Traffic Signals

3.4 Survey Monuments

3.5 Underground Service Alert Markings
4 - PROJECT SITE MAINTENANCE

4.1 Clean-up and Dust Control

4.2 Truck Routes

4.3 Storage in City Roads

4.4 Emergency Response

4.5 Maintenance of Trenches
5 - MATERIALS AND EQUIPMENT

5.1 Pavement Traffic Markings & Striping

5.2 Asphalt Concrete

5.3 Rubberized Asphalt Concrete

5.4 Base Material

5.5 Grading Equipment

5.6 Track Equipment

5.7 Paving Equipment
6 - TRENCHING

6.1 Definition of Trenching

6.2 Cal OSHA

6.3 New Roads

6.4 Pavement Removal

6.5 Open Trench

6.6 Trench Bridging

6.7 Protective Fencing

6.8 Trench Backfill

6.9 Bedding Zone

6.10 Narrow Trench

6.11 Inclement Weather
7 - COMPACTION

7.1 Relative Compaction (RC)

7.2 Compaction Frequency and Location

7.3 Test Reports

7.4 Mechanical Compaction

7.5 Water Densification
8 - TRENCH CONSTRUCTION & REPAIR

8.1 Temporary Pavement

8.2 Trench Pavement Repair - General

8.3 Permanent AC Paving Repair

8.4 Overlay Paving

8.5 Excessive Pavement Removal

8.6 Pavement Resurfacing

8.7 Driveway Approaches

8.8 Portland Cement Concrete

8.9 Trench Failure and Repair

STANDARD DRAWINGS

TITLE NUMBER
Trench Repair General Notes . 190
T-Cut Trench Repair 191
Butt Joint Trench Repair ..192
Trench Overlay Detail ..193
Plate Bridging Detail 194
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ii

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1 1 - GENERAL

1.1 Standards and Specifications -- The work shall be done in accordance with the current City of Redlands Standards, Standard Specifications for Public Works Construction (Greenbook), latest edition, and these Conditions and Specifications. Any deviation from said requirements must be approved in writing by the City Engineer.

1.2 Changes or Additions to Permit -- The City reserves the right to make any changes or additions to a permit after issuance if such changes or additions are believed necessary for the protection of roads or for the health and safety of the public.

1.3 Relocation -- If any part of an installation interferes with the present use of roads by the general public or is in conflict with future or current City improvement projects, it shall be removed or relocated as directed by the City at the expense of the Permittee or his successor in interest.

1.4 Utility Construction -- Permits for utility trenching, including utility service trenching, within City right-of-way, shall be issued to the respective utility purveyor or a California licensed contractor. The Permittee shall warranty the trench repair in perpetuity.

1.5 Licensed Contractor -- All excavation, repair and restoration in City road right-of-way shall be performed by a contractor with the appropriate license issued by the State of California Contractors License Board or by utility purveyor's regular employees.

1.6 Permit Possession -- Other than emergency repairs, there shall be no work performed in City road right-of-way until an encroachment permit is issued. A copy of this permit, a set of approved plans and permits required by any other legally constituted authority shall be on site at all times construction is in progress. Permits that require excavation shall be valid only after an Underground Service Alert (USA) inquiry identification number is issued if an excavation is to take place.

1.7 Permittee Responsibility -- In addition to all conditions herein, the Permittee is responsible for safety and construction requirements within the limits of the project. The Permittee and his employees shall abide by all the regulations of any legally constituted authority.

1.8 Hold Harmless -- The Permittee shall preserve and save harmless the City and each officer and employee thereof, from any liability or responsibility for any accident, loss or damage to persons or property happening or occurring as a proximate result of Permittee negligence or the negligence of Permittees' agents, servants, employees or contractors in the design or performance of any work undertaken under any permit granted to Permittee pursuant to the application.

1.9 Notification -- Except in emergencies, the Permittee shall notify the City one working day, excluding weekends and holidays, prior to starting a project and for each phase of construction.

In addition, the Permittee shall notify USA 48 hours prior to any excavation.

1.10 Inspection -- All construction performed in relation to a road permit shall be inspected prior to and during installation by City personnel. Construction performed without inspection Redlands Regular Meeting of 2-4-2025 578 of 995
2 may be subject to removal and replacement. The entire cost of removal and replacement shall be borne by the Permittee, regardless of whether the installation removed was found to be defective.

1.11 Failure To Comply -- Should a Permittee fail to comply with the provisions of the encroachment permit or the requirements of any legally constituted authority, the City Engineer may order the Permittee to stop work, wholly or in part, until the discrepancies have been resolved to the City's satisfaction. Upon satisfactory completion of corrections, written approval from the City shall be required before work may resume. Failure to comply with this requirement shall result in revocation of permits. The City may perform work required or arrange for the work to be done and the entire cost of the required work shall be borne by the Permittee. 2 - PUBLIC CONVENIENCE AND SAFETY

2.1 Traffic and Access -- The Permittee's operation shall cause no unnecessary inconvenience to the public. The access rights of the public shall be considered at all times and unless otherwise authorized, traffic shall be permitted to pass through the work area at all times. Safe and adequate pedestrian and vehicular access shall be provided and maintained to fire hydrants, residences, commercial and industrial establishments, churches, schools, parking lots, service stations, motels, fire and police stations, hospitals, and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the City Engineer.

2.2 Traffic Control -- Traffic Control shall conform to the current Work Area Traffic Control Handbook (WATCH) or other traffic control manuals may be used with approval of the City Engineer.

2.3 Working Hours -- Except for emergency repairs, no work shall be performed within City road right-of-way on weekends, City holidays, before 7 AM or after 4 PM unless authorized by the City Engineer.

2.4 Dewater Operations -- Release of, or the directing of water onto City roads shall be authorized only by the City and shall include traffic control per Section 2.2, clean-up per Section

4.1 and erosion control. If erosion occurs, grading shall be as required in Section 5.4. Discharges shall comply with the National Pollutant Discharge Elimination System (NPDES) and with federal law, state law and local ordinance.

2.5 Closing Roads -- No road shall be closed without authorization from the City Engineer except in the case of an emergency. An authorized road closure will allow the detour of through traffic only. The Permittee shall provide a smooth dust controlled route that allows unimpeded access for emergency vehicles and residents at all times. A minimum of ten (10) working days are required to process the application.

To apply for a road closure authorization, submit the following to the City of Redlands One Stop Permit Center, 35 Cajon Street Suite 15A, Redlands, CA 92373.

Written request for the closure with the time schedule included.

Detour route and sign locations, a detour plan designed by a Registered Civil or Traffic Engineer, if required by the City.

Redlands Regular Meeting of 2-4-2025 579 of 995
3 3 - PRESERVATION OF PROPERTY

3.1 Protection of Property -- The Permittee shall be responsible for the protection of public and private property adjacent to the work and shall exercise due caution to avoid damage to such property.

The Permittee shall repair or replace all existing improvements damaged within the right-of-way which are not designated for removal on the approved plans to match the original in finish and dimension. Trees, lawns and shrubbery that are not designated for removal on the plans shall be protected from damage or injury. If damaged or removed because of the Permittee operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible as approved by City personnel. The Permittee shall give seven (7) days notice to occupants or owners of adjacent property to allow them to salvage or relocate plants, trees, fences, sprinklers and other improvements within the right-of-way which are designated for removal on the plans and would be destroyed because of the work.

3.2 City Facilities -- Prior to construction, the Permittee shall assess the condition of City facilities within project limits and report to the inspector all damaged, defaced or missing pavement, sidewalk, curb, gutter, traffic signs, pavement markings or hazardous conditions that may exist before work is started. Prior to final acceptance of the project, all City facilities shall be in the same or better condition as determined by City personnel.

3.3 Traffic Signals -- Traffic signal detector loops, wiring or appurtenant facilities damaged by the Permittee's operation shall be reported immediately to the City. Any damage shall be repaired immediately at no expense to the City as directed by the City.

3.4 Survey Monuments -- The Permittee shall locate, protect or tie-out all survey monuments which may be disturbed or destroyed. Survey monuments shall be located, referenced and a Corner Record filed with the County Surveyor prior to the start of construction. Following completion of the work, the monuments shall be reset in the surface of the new construction, a suitable monument box placed thereon, or permanent witness monuments set and a Corner Record filed with the County Surveyor prior to final project notice of completion issued by the City. All work shall be performed under the direction of a licensed Land Surveyor or registered Civil Engineer at no expense to the City.

3.5 Underground Service Alert Markings -- All Underground Service Alert (USA) markings shall be accomplished by the use of marking chalk only. It shall be the responsibility of the Permittee to verify the use of marking chalk when requesting USA services. Any USA markings resulting from Permittee activity shall be removed by sandblasting, sodablasting or water blasting ensuring all NPDES regulations are complied with. Markings must be removed by the Permittee within thirty (30) days from the completion of construction at no expense to the City.

If the Permittee fails to remove the markings within the 30 days, the City will remove the markings. The Permittee will be responsible for all costs incurred by the City in accordance with Section 12.20.170 of the City of Redlands Municipal Code. If damage to existing improvements occurs during the removal of USA markings, it shall be repaired to the original condition by the Permittee and approved by the City. Utilizing paint to cover over markings will not be accepted.

Redlands Regular Meeting of 2-4-2025 580 of 995
4 4 - PROJECT SITE MAINTENANCE
Surplus dirt, debris, rocks or building materials shall be contained during permit work and the site broomed daily to reduce possibility of being carried by runoff into a storm drain, stream or natural drainage course or lake. At the completion of the permit work, the previous drainage patterns must be restored. Material shall not be placed in such a manner which might result in the blockage of any drainage structure at either the inlet or outlet.

4.1 Clean-up and Dust Control -- Throughout all phases of construction, including suspension of work, the Permittee shall keep the work site clean and free from rubbish and debris. The Permittee shall also abate dust nuisance by cleaning, sweeping and sprinkling with water or other means as necessary. The use of water resulting in mud on roads or drainage facilities will not be allowed as a substitute for sweeping or other cleaning methods. All soil and construction material shall be removed prior to that portion of the road being made available to traffic.

4.2 Truck Routes -- When required by the City, obtain a truck route permit before beginning work. Permits are issued approximately five (5) working days after filing of proper plans, fees and application to the City. Care shall be exercised to prevent spillage on, or damage to City roads. Any such spillage or damage shall be removed or repaired immediately. Dust control and traffic control shall be provided for all hauling operations.

4.3 Storage in City Roads -- There shall be no equipment or materials stored or stockpiled in road right-of-way. Equipment and materials shall be removed from road right-of-way when not in use and at the end of each working day, except as approved by the City Engineer. Offsite storage locations must be approved by City and property owner prior to occupation of the site.

4.4 Emergency Response -- Before work is started, the Permittee shall furnish names and telephone numbers of persons on-call if emergency work is required by the City. The City, at its sole discretion, may elect to perform emergency work if it is judged as necessary for the protection of the roads or for the health and safety of the public. All emergency work shall be accomplished at no expense to the City.

4.5 Maintenance of Trenches -- Permittee shall perform continuing maintenance of all trenches, including periods of suspension of work, during the course of construction and shall maintain the trench for the life of the installation.
5 - MATERIALS AND EQUIPMENT

5.1 Pavement Traffic Markings and Striping All damaged or removed pavement traffic markings and striping shall be replaced in kind within calendar 14 days from the completion of resurfacing operations. If the Permittee fails to replace damaged striping or markings within calendar 14 days, the City will complete the work and the Permittee will be responsible for all costs incurred by the City in accordance with Section 12.20.10 of the City of Redlands Municipal Code.

Visual uniformity, as determined by City personnel, may require that adjacent markings, additional length of marking on each side or all markings within an intersection be replaced by Redlands Regular Meeting of 2-4-2025 581 of 995
5 the Permittee at no cost to the City. Partial replacement of transverse markings (i.e. stop bars, crosswalks) will not be allowed and must be replace in entirety.

5.2 Asphalt Concrete -- Paving asphalt shall be C2 or D1 PG 64-10 ) for finish paving, depending on overlay thickness, and B PG 64- . Asphalt concrete for Type D1 or Type D2 curb shall be D2 - PG 70-10.

5.3 Rubberized Asphalt Concrete Rubberized asphalt concrete shall be Asphalt Rubber Hot Mix (ARHM) Wet Process per City of Redlands Standards and Standard Specifications for Public Works Construction (Greenbook), latest edition.

5.4 Base Material -- Base material shall be Crushed Aggregate Base (CAB), Crushed Miscellaneous Base, Fine Mix (CMB) per Greenbook, latest edition or Class 2 Base per 2010 Caltrans Specifications or as approved by City personnel.

5.5 Grading Equipment -- Grading of soil roads or soil shoulders may be accomplished by any means that will provide a smooth, compacted and uniform surface that varies less than 0.1 foot in 10 feet for line or grade up to 300 feet. Projects greater than 300 feet in length will require grading be performed by an approved motor grader.

5.6 Track Equipment -- Track equipment and outriggers used on paved surfaces shall be equipped with street pads and be operated so as not to mar the surface or cause damage to any City facility. If pavement is marred, it shall be resurfaced over the entire width as required in Section 8, Trench Resurfacing. If City facilities are damaged, they shall be replaced or repaired as specified in Section 3, Preservation of Property.

5.7 Equipment -- Paving 6 feet wide or wider in a driving lane shall be accomplished by use of a paving machine approved by City personnel. Shoulder paving and miscellaneous paving shall be as approved by the City.
6 TRENCHING

6.1 Definition of Trenching -- Trenching shall be defined as any operation in which asphalt pavement, concrete pavement, earth, or other material on the surface is moved, removed, or otherwise displaced by means of hands, tools, or equipment in any of the following ways:
trenching, digging, ditching, drilling, augering, tunneling, cutting or any other method not specified.

6.2 CalOSHA -- All excavations shall conform to the requirements of the State of California Division of Occupational Safety and Health. The applicant for a road permit shall possess a permit to excavate from the Division of Industrial Safety, Department of Industrial Relations, State of California.

6.3 New Roads Per Section 12.20.030 of the City of Redlands Municipal Code, there shall be no trenching activity on streets paved or resurfaced within the previous 5 years unless otherwise authorized by the City Engineer. If authorized, the Permittee shall be required to overlay the roadway to restore it to its original condition per Standard Drawing Number 193, Trench Overlay Detail or complete repair improvements as determined by City Engineer. To determine Redlands Regular Meeting of 2-4-2025 582 of 995
6 if a street is subject to a moratorium, visit https://www.cityofredlands.org/post/encroachmentpermits and access the Moratorium Streets Map. The map is updated regularly, however if conflicts or questions arise please contact the One Stop Permit Center at (909) 798-7551.

6.4 Pavement Removal -- Paving shall be cut for removal and excavated in a manner that does not disturb the adjacent pavement. Paving shall be sawcut or cold planed for permanent repair as specified in Section 8. Remnant strips of paving less than 5 feet wide shall be removed and included in the replacement paving. Replacement paving along the edge of paving that does not have curb and gutter, AC dike or AC berm shall be a minimum of 5 feet wide. When sidewall slippage occurs within the trench under the pavement, the pavement in the affected area shall be removed and the area of slippage shall be recompacted, paving of this area shall be included in the replacement paving. Any voids under the pavement shall be filled by an appropriate method approved by the inspector.

6.5 Open Trench -- The maximum length of open trench (excavation or backfill not resurfaced) allowed during construction shall be the distance of construction which can be reasonably installed in a single day. An open trench shall be attended by contractor's personnel at all times.

Where pavement has been removed, a minimum of 2 inches of temporary paving shall be placed before that area is made available to traffic. Before leaving the project and at the end of each day, all areas of pavement removal, including sidewalk, drainage courses and driveway approaches shall be backfilled, compacted and surfaced with temporary asphalt. Upon approval of the City, appropriate areas of the trench may be protected by plate bridging or protective fencing.

6.6 Trench Bridging -- Plate bridging in the traveled way shall be per Standard Drawing Number 194, Plate Bridging Detail detail herein with traffic control per Section 2.2, Traffic Control.

6.7 Protective Fencing -- When protective fencing is used to secure an area, it shall be constructed of 6 foot high, pipe framed chain link panels or equal material, secured into position and placed in a manner that there are no gaps larger than 3 inches. Fencing shall be placed a minimum of 4 feet from the nearest driving lane and shall be protected by appropriate signing and barriers per Section 2.2, Traffic Control.

6.8 Trench Backfill -- Unless otherwise specified by the City, the trench shall be backfilled with Base Material, as defined within Section 5.4. Native soil backfill will not be allowed as backfill material and shall be disposed of at the cost of the Permitee. The backfill shall be installed per Standard Drawing Number 191, T-Cut Trench Repair.

Any trenching that involves bundled conduits of more than five (5) 2 inch conduits shall be slurry backfilled with 1-1/2 sack slurry.

6.9 Bedding Zone -- Unless otherwise specified by the City, imported sand shall be used backfill within the bedding zone area as defined on the attached surface restoration and trench backfill detail. Select native soil from excavation may be used as a suitable backfill if the material is determined to provide a sand equivalent greater than 30 by use of California Test 217 (ASTM D2419-09).

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7 6.10 Narrow Trench -- Unless otherwise authorized, trenches in paved areas, 1-foot or less in width, shall be backfilled to pavement subgrade with 1-1/2 sack aggregate/cement slurry. The slurry shall be protected until cured and pavement placed per Section 8, Trench Resurfacing.

6.11 Inclement Weather -- Other than emergency repairs or as directed by the City, there shall be no excavation within the traveled way of City roads during periods of inclement weather. 7 - COMPACTION

7.1 Relative Compaction (RC) -- RC of 95% minimum shall be required for asphalt pavement, paving base material and backfill material. RC of 90% minimum shall be required for all backfill within the bedding zone as defined in Section 6.9. All compaction shall be in accordance with California Test No. 216 or No. 231 (ASTM D-1556 or D-1557-70). Use of an alternate compaction test method (e.g. Dynamic Cone Penetrometer) must be approved in advance and will be approved on a case-by-case basis.

7.2 Compaction Testing Frequency and Location -- Trench backfill testing shall be at 250 foot maximum intervals. One test shall be performed for each 4 feet of depth or fraction thereof.

Pavement subgrade and pavement base material shall be tested at 500 foot intervals. Tests for backfill shall be taken at mid-depth of each 4 feet of backfill starting at the top of the installation. 20% of laterals and 100% of manholes shall be tested independently of the main line. Failure of a compaction test will result in the entire area represented by that test being uniformly reworked and retested at a random location.

7.3 Test Reports -- Tests shall be certified by a registered California Civil or Geotechnical Engineer or testing laboratory in accordance with the State of California test requirements. Test locations shall be determined by City personnel. Test reports shall be listed individually for each trench or for each type and phase of construction that includes an accurate description of the test location. Compaction reports shall be submitted to Inspector prior to permanent paving. If an alternate compaction method is approved per Section 7.1, alternate test reports specified at time of permit issuance shall be submitted.

7.4 Mechanical Compaction -- Backfill shall be placed in horizontal layers of thickness compatible to the material being placed and the type of equipment being used. Each layer shall be evenly spread then tamped or rolled until the specified relative compaction is attained.

7.5 Water Densification -- Densifying by ponding and jetting will not be allowed within 4-feet of finish grade unless confined to the pipe zone and approved by the Inspector. Water densification may be allowed when, as determined by City personnel, the base and backfill materials have a sand equivalent of 20 or greater (California Test No. 217) and are of such character that they will be self-draining when compacted and the foundation material will not soften, or otherwise be damaged by the applied water. For authorization to use water densification, submit request and test reports representing the foundation soils and backfill material, at a maximum of 1000 foot intervals to the Inspector five (5) working days prior to starting work.

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8 8 - TRENCH RESURFACING

8.1 Temporary AC Pavement -- Temporary asphalt compacted to 2 inches thick shall be placed and maintained in a smooth and compacted condition at all locations where paving has been removed and before traffic is allowed to pass over areas of pavement removal. Temporary asphalt shall be removed for permanent repair.

8.2 Pavement Repair-General Any damaged paving shall be replaced in kind. Permittee shall ensure any areas with existing rubberized asphalt concrete are repaired with rubberized asphalt concrete, independent of the amount of repairs necessary. Damaged paving adjacent to the trench edges shall be sawcut and removed in rectangular sections. Remnant strips of paving 5 feet wide or less will be removed and that area included in the paving repair. Asphalt paving shall be placed in a minimum of two lifts and be a minimum of 95% RC. The repaired section shall be 1 inch thicker than the existing paving but not less than 3 inches thick. Paving shall be placed within thirty (30) days of completion of the subsurface installation in accordance with Section 1.5. Areas to be joined with asphalt paving shall be cleaned of all soil and foreign material and tacked 100% coverage of asphaltic emulsion or paint binder.

8.3 Permanent Pavement Repair -- Base paving will be in compacted lifts a minimum of 2 inches and a maximum of 3 inches thick and shall be B PG 64-10 Finish course shall be a minimum of 1 inch and a maximum of 2 inches thick of C2 or D1 PG 64- ), depending on overlay thickness, flush with the existing paving. In areas requiring rubberized asphalt concrete pavement repair the entire pavement section shall be replaced with ARHM Wet Process, per Section 5.3. Trench sections over 6 feet in width shall utilize a self-propelled vibrating screed paving machine (Barber-Greene or equivalent) and may be subject to additional requirements.

8.4 Overlay Paving -- An overlay will be required for any roads paved or resurfaced within the previous 5 years per Section 6.3, New Roads. Any roads with trenches that are classified as excessive pavement removal, as defined in Section 8.5, will also be required to provide an overlay per Standard Drawing Number 193, Trench Overlay Detail. The determination of the overlay shall be made by the City at the prebid/preconstruction meeting or prior to issuance of the permit. Substantial damage to the roadway beyond the trench excavation as a result of negligence by the Permittee or their contractor shall meet or exceed prior street conditions and will be determined by the City. The overlay, when required, shall be a minimum of 1 inch or 1- 1/2 inches of C2 or D1 PG 64- ), depending on overlay thickness, placed with a paving machine per Section 5.6 and shall extend beyond pavement removal a minimum of 18 inches laterally and 18 inches longitudinally from the sawcut edge and shall cover the driving lane or shoulder full width. Roads that have a superelevation or tilt cross section may require full road width overlay in the area of the superelevation or tilt section. When paving occurs where striping exists the paving joint shall be centered on the striping and all damaged striping replaced per Section 5.1, unless otherwise noted.

8.5 Excessive Pavement Removal -- Any road subjected to removal of six or more separate areas of pavement, or the removal of 15% of the total area of a lane or shoulder, by a Permittee within a 300 foot length of street, shall be classified as excessive pavement removal and require an overlay per Section 8.4 and Standard Drawing Number 193, Trench Overlay Detail. Any trenching activities performed within 1 year, within a 300 foot length, by the same Permittee, Redlands Regular Meeting of 2-4-2025 585 of 995
9 shall be evaluated by City staff to determine if the trenching activities classifies as excessive pavement removal.

8.6 Pavement Surfacing -- Where there are existing surface coats on the existing paving, open graded paving, slurry seal, chip seal or any type of surfacing that has been removed, the surfacing and paving shall be replaced in kind to the extents of the pavement repair.

8.7 Driveway Approaches -- Driveway approaches constructed of asphalt concrete shall be repaired as required and shall also be overlaid with a 1-1/2 inch thick full width overlay to the property line or slurry sealed.

8.8 Portland Cement Concrete -- Potholes or trenches in PCC shall be repaired by sawcutting or grinding and removed in full panels at the score lines or as directed by City personnel.

8.9 Trench Failure and Repair -- When the City notifies Permittee of a failure of the trench (settlement, excessive cracking or alligatoring, etc.) Permittee shall coordinate the proposed trench repair method and schedule with the City. If the Permittee fails to repair the trench within calendar 14 days from the date of written notice, the City will complete the repair and the Permittee will be responsible for all costs incurred by the City in accordance with Section

12.20.170 of the City of Redlands Municipal Code.

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11 STANDARD DRAWINGS
Std. Dwg. No. Title
190 Trench Repair General Notes
191 T-Cut Trench Repair
192 Butt Joint Trench Repair
193 Trench Overlay Detail
194 Plate Bridging Detail
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Environmental Commitments Record 1 | P a g e Date: 1/31/2024 NEPA CE Project Phase: PA/ED (DED/FED) PS&E Submittal Construction ENVIRONMENTAL COMMITMENTS RECORD Bike Trails Project 08-SBd-Redlands FPN: CRP 5083(031) Avoidance, Minimization, and/or Mitigation Measures Page # in Env. Doc. Environmental Analysis Source (Technical Study, Environmental Document, and/or Technical Discipline) Responsible for Development and/or Implementation of Measure Timing/ Phase If applicable, corresponding construction provision: (standard, special, non- standard) Action(s) Taken to Implement Measure Measure Completed (Date and Initials) Remarks Environmental Compliance YES NO Cultural Resources CR-1: If buried cultural resources are encountered during Project Activities, it is Caltrans policy that work stop in that area until a qualified archaeologist can evaluate the nature and significance of the find. Standard on Projects. RE/Contractor Construction Standard Specifications 2015: Section: 14-2.02A Archeological Resources: General. Contact Andrew Walters (909) 383-2647. CR-2: In the event that human remains are found, the county coroner shall be notified and ALL construction activities within 60 feet of the discovery shall stop. Pursuant to Public Resources Code Section 5097.98, if the remains are thought to be Native American, the coroner will notify the Native American Heritage Commission (NAHC) who will then notify the Most Likely Descendent (MLD). The person who Standard on Projects. RE/Contractor Construction Standard Specifications 2015: Section: 14-2.02A Archeological Resources: General. Health & Safety Code 7050.5 & Public Resource Code 5097 Contact Andrew Walters (909) 383-2647.

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Environmental Commitments Record 2 | P a g e Date: 1/31/2024 NEPA CE Project Phase: PA/ED (DED/FED) PS&E Submittal Construction ENVIRONMENTAL COMMITMENTS RECORD Bike Trails Project 08-SBd-Redlands FPN: CRP 5083(031) Avoidance, Minimization, and/or Mitigation Measures Page # in Env. Doc. Environmental Analysis Source (Technical Study, Environmental Document, and/or Technical Discipline) Responsible for Development and/or Implementation of Measure Timing/ Phase If applicable, corresponding construction provision: (standard, special, non- standard) Action(s) Taken to Implement Measure Measure Completed (Date and Initials) Remarks Environmental Compliance YES NO discovered the remains will contact the District 8 Division of Environmental Planning; Andrew Walters, DEBC: (909)383-2647 and Gary Jones, DNAC: (909)383-7505. Further provisions of PRC 5097.98 are to be followed as applicable. PERMITS ARE REQUIRED FOR THIS PROJECT: N/A Redlands Regular Meeting of 2-4-2025 667 of 995
City Council Meeting L. 5.

DATE: 02/04/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of a Public Works Construction Contract with Tryco General Engineering for the 2024 Citywide Sidewalk and ADA Ramp Replacement Project for an amount not to exceed $500,000, and determine that the Project is exempt from environmental review pursuant to Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act (Municipal Utilities and Engineering Director Harris)
MOTION(S):

If City Council determines the staff recommendation is appropriate, the following motions are provided:

I move that the City Council determine that approval of the 2024 Citywide Sidewalk and ADA Ramp Replacement Project is exempt from environmental review in accordance with Section 15301(c) of the State's Guidelines implementing the California Environmental Quality Act; and

1. I move to approve the 2024 Citywide Sidewalk and ADA Ramp Replacement project plans and specifications and award the Public Work Construction Contract to Tryco General Engineering for an amount not to exceed $500,000.

2. RECOMMENDATION:

Staff recommends that City Council determine that approval of the 2024 Citywide Sidewalk and ADA Ramp Replacement Project is exempt from environmental review pursuant to Section 15301(c) of the State's guidelines implementing the California Environmental Quality Act. Staff further recommends City Council approval of the 2024 Citywide Sidewalk and ADA Ramp Replacement Project plans and specifications and award the Public Work Construction Contract to Tryco General Engineering for an amount not-to-exceed $500,000.

Redlands Regular Meeting of 2-4-2025 668 of 995
DISCUSSION:

The 2024 Citywide Sidewalk and ADA Ramp Replacement Project (Project) will replace approximately two (2) miles of lifted and broken sidewalks and eighteen (18) ADA curb ramps in various locations throughout the City. Specific locations have been determined in accordance with the sidewalk repair matrix methodology, approved by the City Council on September 1, 2015, and the ADA ramp survey summary prepared by VA Consulting, Inc. in 2014.

City staff prepared plans and specifications and advertised the Project for construction. On December 10, 2024, the City Clerk's office received and opened the following seven (7) bids for the Project:

BID OPENING REPORT SUMMARY

BIDDER BID AMOUNT

1. Tryco General Engineering, Rimforest, CA $489,012.50

2. Garcon Construction, Ontario, CA $489,406.05

3. Metrocell Construction, Ontario, CA *$520,932.00

4. CT&T Concrete Paving Inc., Diamond Bar, CA $608,897.93

5. Carter Enterprise Group, Anaheim, CA $678,000.00

6. Aguilar & Calderon Corp., Whittier, CA $801,301.50

7. Gentry General Engineering Inc., Colton, CA $831,690.00 *An arithmetic error was made in the bid proposal. The total bid amount was corrected and highlighted in the attached Bid Analysis to identify arithmetic errors but did not affect ranking.

Bids were reviewed by staff and Tryco General Engineering was determined to be the lowest responsive and responsible bidder. Staff recommends including $10,987.50 in the contract as contingency funding to be used only for any unforeseen work during construction.

Therefore, staff recommends City Council approval of a Public Works Construction Contract to Tryco General Engineering for an amount not to exceed $500,000. If approved, it is anticipated that the Project will be completed within forty-five (45) working days from the issuance of the Notice to Proceed.

This Project is exempt from environmental review in accordance with Section 15301 (c) of the State's guidelines implementing the California Environmental Quality Act as this Project involves pedestrian safety improvements within existing right-of-way with no expansion of existing use of the roadway.

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ALTERNATIVES:

City Council may deny the staff recommendation and provide alternate direction.

STRATEGIC PLAN:

N/A
SUBMITTED BY:

John R. Harris, Municipal Utilities and Engineering Director RECOMMENDED BY:

Charles M. Duggan Jr., City Manager
REVIEWED BY:

Yvette M. Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Goutam K. Dobey, City Engineer
PREPARED BY:

Elva Arellanes, Associate Engineer
Fiscal Impact
Fiscal Year: FY 24/25
Appropriation Required Y/N: N
Budgeted Y/N: Y
Account No.: 101400
Discussion:

Funding for this Project is included in the FY 24/25 MUED approved budget.

Attachments
A. Tryco Construction Public Works Contract
B. Bid Opening Report
C. Bid Analysis
D. Location Map
E. Plans and Specifications
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1 I:\cmo\Agreements\Tryco General Engineering FY25-0012.doc-jm

PUBLIC WORK CONSTRUCTION CONTRACT
This Public Work Construction contract (“Contract”) is made and entered into this 4 th day of February,
2025, by and between the City of Redlands, a municipal corporation, organized and existing under the laws of the State of California (hereinafter “City”), and Tryco General Engineering (hereinafter "Contractor"). City and Contractor are sometimes individually referred to herein as a “Party” and, together, as the “Parties.”
In consideration of the mutual promises contained herein, City and Contractor agree as follows:

1. SCOPE OF WORK: Contractor shall furnish all materials and will perform all of the work for the following: 2024 Citywide Sidewalk and ADA Ramp Replacement Project, complete all items as required by the Contract Documents (as herein defined) and Specifications for City’s 2024 Citywide Sidewalk and ADA Ramp Replacement, Project No. MUED25002 (the “Work”).

2. CONTRACT SUM: City shall pay Contractor the sum of five hundred thousand dollars ($500,000) as consideration for its performance of the Work in accordance with the terms and conditions set forth in the Contract Documents. Pursuant to Public Contract Code Section 22300, Contractor has the option to deposit securities with an escrow agent as a substitute for retention of earnings required to be withheld by City pursuant to an escrow agreement as set forth in Public Contract Code section 22300.

3. TIME FOR COMPLETION: The Work shall be completed within forty-five (45) working day(s) as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” from and after the date of City’s issuance of a Notice to Proceed to Contractor.

4. LIQUIDATED DAMAGES: Contractor’s failure to complete the Work within the time allowed will result in damages being sustained by City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. Accordingly, Contractor shall pay to City, or have withheld from monies due to Contractor, the sum of five hundred dollars ($500) for each working day as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” in excess of the specified time for completion of the Work. Execution of this Contract shall constitute agreement by City and Contractor that five hundred dollars ($500) per day is the estimated damage to City caused by the failure of Contractor to complete the work within the allowed time. Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due Contractor if such delay occurs.

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2 I:\cmo\Agreements\Tryco General Engineering FY25-0012.doc-jm

9. ASSIGNMENT OF AGREEMENT: No assignment by a Party of any rights or interests under this Contract shall be binding on another Party without the written consent of the Party sought to be bound.

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3 I:\cmo\Agreements\Tryco General Engineering FY25-0012.doc-jm IN WITNESS WHEREOF, the Parties hereto have executed this Contract the day and year first written above.

CITY OF REDLANDS
(SEAL)
By:____________________________________
Mario Saucedo, Mayor
ATTEST:
____________________________________
Jeanne Donaldson, City Clerk
(SEAL)

TRYCO GENERAL ENGINEERING
Name of Contractor
By:_______________________________________
Signature of Authorized Agent
__________________________________________
Title
__________________________________________
Signature of Authorized Agent (if necessary)
__________________________________________
Title
__________________________________________
Contractor's License No.

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4 I:\cmo\Agreements\Tryco General Engineering FY25-0012.doc-jm

WORKER'S COMPENSATION INSURANCE CERTIFICATION
Description of Contract: City of Redlands
Municipal Utilities and Engineering Department
2024 Citywide Sidewalk and ADA Ramp Replacement Project Project No. MUED25002
Every employer, except the State, shall secure the payment of compensation in one or more of the following ways:
a. By being insured against liability to pay compensation by one or more insurers duly authorized to write compensation insurance in this State. b. By securing from the Director of Industrial Relations, a certificate of consent to selfinsure, either as an individual employer, or as one employer in a group of employers, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his or her employees.

I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.

Dated this day of , 2025.

TRYCO GENERAL ENGINEERING_______
(Contractor)
_____________________________________
(Signature)
_____________________________________
(Official Title)
(SEAL)
(Labor Code Section 1861 provides that the above certificate must be signed and filed by the Contractor with the Owner prior to performing the work of the contract.)
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5 I:\cmo\Agreements\Tryco General Engineering FY25-0012.doc-jm

FAITHFUL PERFORMANCE BOND
Whereas, the City of Redlands (“City”), State of California, and Tryco General Engineering (hereinafter designated as "Principal") have entered into an agreement dated February 4, 2025 (“Agreement”) whereby Principal agrees to install and complete certain public improvements (the “Work”), which said Agreement is identified as 2024 Citywide Sidewalk and ADA Ramp Replacement Project, Project No. MUED25002 and is hereby referred to and made a part hereof; and
Whereas, said Principal is required under the terms of the Agreement to furnish a bond for the faithful performance of the Work, now, therefore, we, the Principal and, _____________________________, as Surety, are held and firmly bound unto the City in the penal sum of five hundred thousand dollars ($500,000) lawful money of the United States, for the payment of which sum we bind ourselves, and our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

1. Complete the Work in accordance with its terms and conditions; or

2. Obtain a bid or bids for completing the Work in accordance with its terms and conditions, and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Work less the balance of the Agreement price, but not exceeding, including other costs and damages for which Surety may be liable hereunder, the Redlands Regular Meeting of 2-4-2025 675 of 995
6 I:\cmo\Agreements\Tryco General Engineering FY25-0012.doc-jm amount set forth above. The term “balance of the Agreement price,” as used in this paragraph, shall mean the total amount payable to the Principal by the City under the Agreement and any modifications thereto, less the amount previously properly paid by the City to the Principal.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Principal.

No final settlement between the City and the Principal shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied.

In witness whereof, this instrument has been duly executed by the Principal and Surety above named, on , 2025.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:___________________________________
__________________________________________
(Seal and Notarial Acknowledgment of
Surety)
Telephone ( )___________________________
Redlands Regular Meeting of 2-4-2025 676 of 995
7 I:\cmo\Agreements\Tryco General Engineering FY25-0012.doc-jm

LABOR AND MATERIAL BOND
Whereas, the City Council of the City of Redlands, State of California, and Tryco General Engineering (hereinafter designated as “Principal”) have entered into an agreement (the “Agreement”) whereby Principal agrees to install and complete certain designated public improvements (the “Work”), which said agreement, dated February 4, 2025, and identified as 2024 Citywide Sidewalk and ADA Ramp Replacement Project, Project No. MUED25002 is hereby referred to and made a part hereof; and
Whereas, under the terms of the Agreement, Principal is required before commencing the performance of the Work, to file a good and sufficient Labor and Material bond with the City of Redlands to secure the claims to which reference is made in Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code of the State of California.

Now, therefore, said Principal and the undersigned as corporate surety, are held firmly bound unto the City and all contractors, subcontractors, laborers, material men and other persons employed in the performance of the Agreement and referred to in the aforesaid Code of Civil Procedure in the sum of five hundred thousand dollars ($500,000) for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein 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.

N/A N/A
Active Active
No
Active
No

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT

BID ANALYSIS
Item
No.

Metrocell Construction,
Bid Item Quantity Unit Inc.

Tryco General
Engineering
Garcon Construction,
Inc.
$489,012.50 $520,932.18
Yes Yes
Active
N/A
The Gray Casualty & Surety Co
Active
N/A
American Contractors Indemnity Co
$489,406.05
Low Bidders #1, #2 and #3
Sheet 1 of 3
Redlands Regular Meeting of 2-4-2025 679 of 995
ATTACHMENT "C"
PROJECT NO. MUED25002 BID DATE: 4-Feb-2025
2024 Citywide Sidewalk and ADA Ramp Replacement Project EST. START DATE: 3-Mar-2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of total bid price) 1 LS $26,100.00 $26,100.00 $25,000.00 $25,000.00 $20,000.00 $20,000.00 2 Traffic and Pedestrian Control 1 LS $33,334.00 $33,334.00 $55,123.00 $55,123.00 $7,500.00 $7,500.00 3 Remove and Replace 4" Thick PCC Sidewalk 26,781 SF $12.10 $324,050.10 $12.00 $321,372.00 $18.50 $495,448.50 4 Remove and Replace 6" Thick PCC Sidewalk 1,847 SF $12.95 $23,918.65 $15.00 $27,705.00 $19.00 $35,093.00 5 Remove and Replace 6" Thick PCC Driveway 3,540 SF $15.91 $56,321.40 $20.00 $70,800.00 $19.00 $67,260.00 6 Remove and Replace ADA Accessible Curb Ramp 18 EA $7,545.21 $135,813.78 $9,500.00 $171,000.00 $9,500.00 $171,000.00 7 Demobilization 1 LS $9,360.00 $9,360.00 $7,000.00 $7,000.00 $5,000.00 $5,000.00 Last Minute Additions/Deductions $0.00 $0.00 $0.00
Total Bid Price

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT

BID ANALYSIS
Item
No. Bid Item Quantity Unit
CT&T Concrete Paving
Inc.

Carter Enterprises
Group, Inc. DBA
Pavement Rehab
Aguilar & Calderon
Corp.
$608,897.93 $678,000.00 $801,301.50
Low Bidders #4, #5 and #6
Sheet 2 of 3
Redlands Regular Meeting of 2-4-2025 680 of 995
ATTACHMENT "C"
PROJECT NO. MUED25002 BID DATE: 4-Feb-2025
2024 Citywide Sidewalk and ADA Ramp Replacement Project EST. START DATE: 3-Mar-2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of total bid price) 1 LS $22,500.00 $22,500.00 $0.00 $0.00 2 Traffic and Pedestrian Control 1 LS $62,000.00 $62,000.00 $0.00 $0.00 3 Remove and Replace 4" Thick PCC Sidewalk 26,781 SF $13.00 $348,153.00 $0.00 $0.00 4 Remove and Replace 6" Thick PCC Sidewalk 1,847 SF $31.00 $57,257.00 $0.00 $0.00 5 Remove and Replace 6" Thick PCC Driveway 3,540 SF $37.00 $130,980.00 $0.00 $0.00 6 Remove and Replace ADA Accessible Curb Ramp 18 EA $11,500.00 $207,000.00 $0.00 $0.00 7 Demobilization 1 LS $3,800.00 $3,800.00 $0.00 $0.00
Last Minute Additions/Deductions $0.00 $0.00 $0.00
Total Bid Price

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT

BID ANALYSIS
Item
No. Bid Item Quantity Unit
Gentry General
Engineering, Inc.
$831,690.00 $0.00 $0.00
Low Bidders #7
Sheet 3 of 3
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Area D
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2024 Sidewalk and ADA Ramp
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Location Map
Area C
Legend:

Area B
Area A
Redlands Regular Meeting of 2-4-2025 682 of 995

CITY OF REDLANDS

MUNICIPAL UTILITIES &

ENGINEERING DEPARTMENT
Bid Proposal, Contract Documents and Specifications
For
2024 Citywide Sidewalk and ADA Ramp Replacement Project Project No. MUED25002
NOVEMBER 2024
Redlands Regular Meeting of 2-4-2025 683 of 995
Redlands Regular Meeting of 2-4-2025 684 of 995

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT
Bid Proposal, Contract Documents and Specifications
for
2024 Citywide Sidewalk and ADA Ramp Replacement Project Project No. MUED25002
For use in conjunction with specifications entitled: “Standard Specifications for Public Works Construction (Greenbook)” 2021 Edition; “Standard Plans for Public Works Construction” 2021 Edition; Municipal Utilities and Engineering Department’s Water Systems Standard Specifications and Sanitary Sewer System Standard Specifications, latest editions; and General Permit Conditions and Trench Specifications.

City Council:

Eddie Tejeda, Mayor
Paul T. Barich, Mayor Pro Tem
Denise Davis, Councilmember
Jenna Guzman-Lowery, Councilmember
Mario Saucedo, Councilmember
City Clerk:

Jeanne Donaldson, City Clerk
City Staff:

Charles M. Duggan Jr., City Manager
NOVEMBER 2024
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TOC 1
2024 Citywide Sidewalk and ADA Ramp Replacement Project Project No. MUED25002

TABLE OF CONTENTS
(XX) REFLECTS PAGE IDENTIFICATION FOOTER ABBREVIATION

NOTICE INVITING SEALED PROPOSALS (NIB)

BID DOCUMENTS (BD)
INSTRUCTIONS TO BIDDERS.......................................................................................... 1 PROPOSAL ...................................................................................................................... 10 BID CERTIFICATION........................................................................................................ 13 BID BOND ...................................................................................................................... 14 NON-COLLUSION AFFIDAVIT ...................................................................................... 15 STATEMENT BY BIDDER............................................................................................... 16 OFFICERS OF CORPORATION (Members of Firm)....................................................... 16 SUB-CONTRACTORS LIST............................................................................................. 17 QUALIFICATION AND EXPERIENCE STATEMENT.................................................. 18 GENERAL INFORMATION ............................................................................................. 19

CONTRACT DOCUMENTS (CD)
PUBLIC WORKS CONSTRUCTION CONTRACT........................................................... 2

GENERAL CONDITIONS (GC)
SECTION 1 – GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS...................................................................... 1 SECTION 2 - SCOPE OF THE WORK ............................................................................... 2 SECTION 3 - CONTROL OF THE WORK......................................................................... 3 SECTION 4 - CONTROL OF MATERIALS....................................................................... 7 SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITES ...................................... 8 SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK .............................. 30 SECTION 7 - MEASUREMENT AND PAYMENT ......................................................... 32 SECTION 8 - FACILITIES FOR AGENCY PERSONNEL.............................................. 33 SECTION 9 - ASSIGNMENT OF UNFAIR BUSINESS PRACTICES CLAIMS ........... 33 SECTION 10 - TRENCHING AND EXCAVATION........................................................ 34 SECTION 11 - REMOVAL, RELOCATION OR PROTECTION OF EXISTING UTILITIES................................................................................................... 34 SECTION 200 - ROCK MATERIALS............................................................................... 35 SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS..................... 36 SECTION 203 - BITUMINOUS MATERIALS................................................................. 36 SECTION 206 - MISCELLANEOUS METAL ITEMS..................................................... 38 Redlands Regular Meeting of 2-4-2025 687 of 995
TOC 2
SECTION 207 – GRAVITY PIPE...................................................................................... 38 SECTION 211 - MATERIAL TESTS ................................................................................ 38 SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS ........................................................................... 39 SECTION 300 - EARTHWORK ........................................................................................ 39 SECTION 301 - TREATED SOIL, SUBGRADE PREPARATION AND PLACEMENT OF BASE MATERIALS ............................................................................. 43 SECTION 302 - ROADWAY SURFACING ..................................................................... 49 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION .............................. 59 SECTION 304 - METAL FABRICATION AND CONSTRUCTION .............................. 62 SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS ........................................................................... 62

GENERAL REQUIREMENTS
SECTION 01110 COORDINATION OF WORK
SECTION 01112 DESCRIPTION OF WORK
SECTION 01200 MEASUREMENT AND PAYMENT
SECTION 01251 CHANGE ORDER REQUESTS
SECTION 01254 CHANGE ORDERS
SECTION 01298 SCHEDULE OF VALUES
SECTION 01321 CONSTRUCTION SCHEDULE
SECTION 01322 CONSTRUCTION PROGRESS PHOTOGRAPHY
SECTION 01323 CONSTRUCTION STATUS REPORTS
SECTION 01330 SUBMITTALS
SECTION 01571 STORMWATER POLLUTION PREVENTION PLAN
SECTION 01581 CONSTRUCTION INFORMATION SIGNS
SECTION 01721 MOBILIZATION
SECTION 01722 SURVEYING
SECTION 01732 POTHOLING
SECTION 01740 DEMOBILIZATION

TECHNICAL SPECIFICATIONS
SECTION 02222 PROTECTING EXISTING UNDERGROUND UTILITIES Redlands Regular Meeting of 2-4-2025 688 of 995
TOC 3

APPENDIX

APPENDIX A CHECKLIST OF LABOR LAW REQUIREMENTS

APPENDIX B CITY OF REDLANDS WORKDAY CONSTRUCTION AND

SCHOOL SCHEDULE

APPENDIX C CITY OF REDLANDS STANDARD DRAWINGS

APPENDIX D WORK AREA MAPS AND QUANTITIES

APPENDIX E CITY OF REDLANDS PERMITS

APPENDIX F CITY OF REDLANDS CONTRACTOR SAFETY PROGRAM
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BID DOCUMENTS
(BD)
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BD 1

INSTRUCTIONS TO BIDDERS
For
2024 Citywide Sidewalk and ADA Ramp Replacement Project Project No. MUED25002
Bids to receive consideration shall be made in accordance with the following instructions:

Mistakes shall be lined through and the correct amount written above and initialed by the authorized agent of the Bidder.
c. Bids shall be accompanied by a cashier's or a certified check or Bidder's admitted corporate surety bond, in an amount not less than ten percent (10%) of the bid, made payable to the City of Redlands. Said check or bond shall be given as a guarantee that the Bidder will enter into a contract if awarded the work. In the case of refusal or failure to enter into said Contract, within fourteen (14) days after Notice of Award by the City in writing, the security shall be applied by the City to the difference between such bid and next lowest acceptable bid and surplus, if any, shall be returned to Bidder if cash or check is used, or to Surety if bid bond is used.
d. Before submitting a bid, Bidders shall carefully examine the Plans; read the Specifications; read all other Contract documents; shall visit the site of the work; shall fully inform themselves as to all existing conditions and limitations; and include in the bid a sum to cover the cost of all items included in the Contract. No allowance will be made due to lack of examination or knowledge. The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered as to character, quality and scope of work to be performed; the quantities of materials to be furnished; and as to the requirements of the Bid Proposal, plans and specifications.

Redlands Regular Meeting of 2-4-2025 695 of 995
BD 2
e. Pursuant to CA Labor Code Section 1770 et seq., the successful bidder shall pay not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations. Copies of such prevailing rate of per diem wages are available at http://www.dir.ca.gov/OPRL/PWD/. Copies of the prevailing wage determination are also on file at the City of Redlands and shall be made available to any interested party upon request.
f. The bid must be submitted on or before the date and time specified in the Notice Inviting Sealed Proposals (Bids). The bid shall be submitted in a sealed envelope marked in the lower left corner as follows:

BID FOR: 2024 Citywide Sidewalk and ADA Ramp
Replacement Project,
Project No. MUED25002
g. Bids will be opened and publicly read aloud at the time set in the Notice Inviting Sealed Proposals (Bids), in the Office of the City Clerk, Civic Center, 35 Cajon Street, Suite 4, Redlands, California.

2. AGREEMENT AND BONDS:

Redlands Regular Meeting of 2-4-2025 696 of 995
BD 3

4. INSURANCE AND HOLD HARMLESS REQUIREMENTS:

Before entering into a Contract, the Bidder to whom the Contract has been awarded shall furnish satisfactory evidence that they have secured all required insurance from a responsible insurance company authorized to do business in California and satisfactory to the City, and such insurance shall be maintained in full force and effect at the Contractor's own expense during the life of the Contract. Contractor shall furnish the City with the customary Certificates of Insurance for all required insurance listed below. General Liability Insurance shall name the City and the Consultant, as an additional insured and shall be primary and non-contributing to any insurance or self-insurance maintained by the City. All liability 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 City shall be notified by registered mail, return receipt requested, giving sufficient time before the date thereof to comply with any applicable law or statute, but in no event less than forty five (45) days before expiration or cancellation is effective.

CONTRACTED OPERATIONS DESIGNATED AS TIER 1
Air Conditioning (HVAC)
Systems (installation)
Electric Light or Power Line
Construction Pipeline Construction
Airport Runways (paving,
repaving, etc.) Elevator Work Roofing
Blasting Operations Excavation Sandblasting
Bridge or Elevated Highway
Construction
Fire Suppression Systems
(installation)
Sewer and Water Main
Construction
Buildings Structural Work
(including elevators)
Gas Mains or Connections
Construction Sign Erection (streets)
Building Structure (raising or
moving) Geophysical Exploration Solar Energy
Cable Installation in Conduits
and Conduit Construction
(streets)
Grading of Land Street Cleaning
Caisson or Cofferdam Work Hazardous Materials
Contractors Street or Road Construction
Dam or Reservoir Construction Irrigation or Drainage
Construction
Tank Construction, Installation,
Erection or Repair
Demolition (structures) Landscape Construction (street
or street medians)
Telephone or Cable Line
Construction
Drilling Painting (exterior greater than
single story)
Tree Pruning, Dusting,
Spraying or Removal
Redlands Regular Meeting of 2-4-2025 697 of 995
BD 4
TIER 1 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
➢ $1 Million Per Occurrence/ $2 Million Aggregate
▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
➢ $1 Million Combined Single Limit
▪ City listed as an Additional Insured on the coverage
▪ Must include liability arising from all owned, leased, hired, and non-owned autos ▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission ➢ If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Commercial Umbrella/ Excess Liability
➢ $5 Million Per Occurrence/ Aggregate
▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Workers Compensation
➢ $1 Million Per Occurrence for Bodily Injury by Accident ➢ $1 Million Each Employee for Bodily Injury by Disease ➢ $1 Million Policy Limit for Bodily Injury by Accident ▪ Waiver of Subrogation in favor of City
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission e. Pollution Policy (Hazardous Materials) [If Applicable] ➢ Required of Projects that involve Demolition and/or Excavation Activities ➢ $1 Million Per Occurrence/ $2 Million Aggregate
➢ City listed as an Additional Insured on the coverage
Redlands Regular Meeting of 2-4-2025 698 of 995
BD 5
TIER 2 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
➢ $1 Million Per Occurrence/ $2 Million Aggregate
▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
➢ $1 Million Combined Single Limit
▪ City listed as an Additional Insured on the coverage
▪ Must include liability arising from all owned, leased, hired, and non-owned autos ▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission ➢ If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Workers Compensation
➢ $1 Million Per Occurrence for Bodily Injury by Accident ➢ $1 Million Each Employee for Bodily Injury by Disease ➢ $1 Million Policy Limit for Bodily Injury by Accident ▪ Waiver of Subrogation in favor of City
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Pollution Policy (Hazardous Materials) [If Applicable] ➢ Required of Projects that involve Demolition and/or Excavation Activities ➢ $1 Million Per Occurrence/ $2 Million Aggregate
➢ City listed as an Additional Insured on the coverage
CONTRACTED OPERATIONS DESIGNATED AS TIER 2
Air Conditioning (HVAC)
Systems (service and repair) Carpentry (building interiors) Fire Suppression Systems (service and repair) Alarms and Alarm Systems Communications Equipment
Installation (interior) Landscape Construction
Building Interior Work (service,
repair and non-structural
remodeling)
Driveway, Parking Area or
Sidewalk (paving or repaving) Painting (exterior)
Cable Installation in Conduits
(buildings) Fence Erection All Other Job Types including Vendors Redlands Regular Meeting of 2-4-2025 699 of 995
BD 6
Contractor expressly waives all rights to subrogation against the City, its officers, employees and volunteers for losses arising from work performed by Contractor for City by expressly waiving Contractor’s immunity for injuries to Contractor’s employees and agrees that the obligation to indemnify, defend and hold harmless provided for in this Agreement extend to any claim brought by or on behalf of any employee of Contractor. This waiver is mutually negotiated by the parties. This shall not apply to any damage resulting from the sole negligence of City, its agents and employees. To the extent any of the damages referenced herein were caused by or resulted from the concurrent negligence of City, its agents or employees, the obligations provided herein to indemnify, defend and hold harmless are valid and enforceable only to the extent of the negligence of contractor, its officers, agents and employees.

Subcontractors. The prime contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements from each subcontractor.

5. LICENSES AND PERMITS:

The Contractor shall, at the time of bid opening, possess a valid "Class A" Contractor's license, and provide its California State Contractor’s License number to the City.

All subcontractors listed at the time of bid opening shall possess a valid Contractor’s license for the work in which they are specified to complete within the Bid Submittal Package.

The Contractor shall, prior to Notice to Proceed, procure all other permits and licenses as stipulated in the GENERAL CONDITIONS.

Redlands Regular Meeting of 2-4-2025 700 of 995
BD 7
In addition, no contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015 or awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

6. SUBSTITUTION OF SECURITIES:

In accordance with applicable provisions of State law, the Contractor will be permitted to substitute qualified securities in lieu of retention of withheld progress payments by the Owner.

7. SUBCONTRACTORS:

A. Pursuant to California Government Code section 4106, subcontractors who will perform work or labor or render services in an amount in excess of one-half of one percent of the Contractor’s total bid shall be set forth in a list of subcontractors within the bid documents. Such list shall be accompanied by an experienced statement with pertinent information regarding similar projects and other evidence of qualifications for each such subcontractor, supplier, individual, or entity if requested by City. If City or engineer, after doing an investigation, has reasonable objection to any proposed subcontractor, supplier, individual, or entity, City may, before the notice of award is given, request the apparent successful bidder to submit a substitute, without an increase in the bid.

B. If the apparent successful bidder declines to make any such substitution, City may award the contract to the next lowest bidder that proposes to use acceptable subcontractors, suppliers, individuals, or entities declining to make the request and substitutions will not constitute grounds for forfeiture of the bid security of any bidder. Any subcontractor, supplier, individual or entity so listed and against which City makes no written objection prior to the giving of the notice of award will be deemed acceptable by City subject to verification of such assessments after the effective date of the agreement as provided herein.

8. NON DEBARRED CONTRACTORS AND SUBCONTRACTORS
The Contractor and all of its subcontractors shall, at the time of bid opening and for performance of this public works contract, be non-debarred contractors and not be ineligible Contractors pursuant to Public Contract Code section 6109 and Labor Code sections 1777.1 and 1777.7.

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BD 8

10. BID PROTEST PROCEDURES
Any bid protest must be in writing and received by the City Clerk’s Office at 35 Cajon Street, Suite 4, Redlands, CA 92373, before 5:00 p.m. no later than two working days following the bid opening (the “Bid Protest Deadline”) and must comply with the following requirements:

10.1 General. Only a bidder who has actually submitted a Bid Proposal is eligible to submit a bid protest against another bidder. Subcontractors are not eligible to submit bid protests. A bidder may not rely on the bid protest submitted by another bidder, but must timely pursue its own protest. If required by City, the protesting bidder must submit a nonrefundable fee in the amount specified by City, based upon City’s reasonable costs to administer the bid protest. Any such fee must be submitted to City no later than the Bid Protest Deadline, unless otherwise specified. For purposes of this Section, a “working day” means a day that City is open for normal business, and excludes weekends and holidays as observed by the City.

10.4 Response to Protest. The protested bidder may submit a written response to the protest, provided the response is received by the City Clerk’s Office before 5:00 p.m., within two working days after the Bid Protest Deadline or after actual receipt of the bid protest, whichever is sooner (the “Response Deadline”). The response must include all supporting documentation. Material submitted after the Response Deadline will not be considered. The response must include the name, address, email address, and telephone number of the person representing the protested bidder if different from the protested bidder.

Redlands Regular Meeting of 2-4-2025 702 of 995
BD 9

10.6 Exclusive Remedy. The procedure and time limits set forth in this section are mandatory and are the bidder’s sole and exclusive remedy in the event of a bid protest. A bidder’s failure to comply with these procedures will constitute a waiver of any right to further pursue a bid protest, including filing a Government Code Claim or initiation of legal proceedings.

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BD 10

PROPOSAL
TO: THE CITY OF REDLANDS, SAN BERNARDINO COUNTY, CALIFORNIA herein called the “City”.

Pursuant to and in compliance with your Notice Inviting Bids, and the other documents relating thereto, the undersigned Bidder, having familiarized themselves with the terms of the Contract, the local conditions affecting the performance of the Contract and the cost of the work at the place where the work is to be done, and with the plans thereto, hereby proposes and agrees to perform within the time stipulated, the Contract, including all of its component parts and everything required to be performed, and to provide and furnish any and all of the labor, materials, tools, equipment and all utility and transportation services necessary to perform the contract, and complete in a workmanlike manner, all of the work covered by the contract in connection with the City’s Project identified as 2024 Citywide Sidewalk and ADA Ramp Replacement Project Project No. MUED25002
NOTE: Bidders must bid each item in this schedule. All entries in the entire PROPOSAL must be made clearly and in ink. Mistakes shall be lined through and the correct amount written above and initialed by the authorized agent of the Bidder.

BID SCHEDULE
(See “Section 01200 – Measurement and Payment” for Bid Item description) Item
No. Brief Description Estimated Quantity
Unit Price
(If Applicable) Total Price in Figures
1 Mobilization (Maximum 5%
of Total Bid Schedule Price)
LUMP
SUM N/A $______________________
2 Traffic and Pedestrian Control LUMP
SUM N/A $______________________
3 Remove and Replace 4” Thick
PCC Sidewalk 26,781 SF $_________/SF $______________________ 4 Remove and Replace 6” Thick
PCC Sidewalk 1,847 SF $_________/SF $______________________ 5 Remove and Replace 6” Thick
PCC Driveway Approach 3,540 SF $_________/SF $______________________ 6 Remove and Replace ADA
Curb Ramp 18 EA $_________/EA $______________________
7 Demobilization LUMP
SUM N/A $______________________
BID SCHEDULE PRICE $______________________
Redlands Regular Meeting of 2-4-2025 704 of 995
BD 11
Last Minute Additions/Deductions*__________________________________________ Bid Item No.________ Last Minute Additions/Deductions*__________________________________________ Bid Item No.________ Last Minute Additions/Deductions*__________________________________________ Bid Item No.________ BID SCHEDULE TOTAL PRICE: $_______________________________________________________ BID SCHEDULE TOTAL PRICE WRITTEN IN WORDS: ________________________________ _______________________________________________________________________________________________ _______________________________________________________________________________________________ * Provision is made here for the Bidder to include an addition or deduction in its bid, if it wishes, to reflect any last-minute adjustments in prices. The addition or deduction, if made, will be proportionately applied to the Progress Payments total for the respective item in the Schedule of Prices, the amount being added or deducted for each monthly payment. The unit prices entered in the Schedule of Prices will not be affected.

LOW BID DETERMINATION:

The low bid will be determined pursuant to Public Contract Code Section 20103.8 as the lowest bid price on the Bid Schedule Total Price on page BD 11. A responsible bidder who submits the lowest bid as determined by the above method shall be awarded the contract, if it is awarded, by the City Council of the City of Redlands.

Redlands Regular Meeting of 2-4-2025 705 of 995
BD 12

ADDENDA
Receipt of the following addenda is hereby acknowledged and the same is included in the Bid Price:

Addendum #1___________ Addendum #2___________ Addendum #3____________ (initials) (initials) (initials)
Addendum #4___________ Addendum #5___________ Addendum #6____________ (initials) (initials) (initials)
ATTEST: (if Corporation)
(Corporation Seal)
___________________________________ _____________________________________ Company Name Signature
____________________________________ _____________________________________ Address Name
____________________________________ _____________________________________ City, State, Zip Title
Redlands Regular Meeting of 2-4-2025 706 of 995
BD 13

Enclosed find Bidders bond or certified or cashier's check No. _________________ on the __________________________________ Bank, in the amount of ______________________ _______________________ which is not less than ten percent (10%) of the Bid submitted by the undersigned, made payable to the City of Redlands, California and which is given as a guarantee that the Bidder agrees that in case of their default in executing said contract with necessary bonds, the bond or check accompanying this Bid and the money made payable shall become and remain the property of the City of Redlands.

The following information, required by State law under penalty of perjury, is true and correct. Failure to complete this information renders the bid non-responsive, and the bid must be rejected. ____________________________________ _______________________________________ Company Name Signature
____________________________________ _______________________________________ Address Signatory's Title
____________________________________ _______________________________________ City, State, Zip State License Number and Class
____________________________________ _______________________________________ Telephone Number License Expiration Date
Dated this ________________ day of ___________________, 20___.

Redlands Regular Meeting of 2-4-2025 707 of 995
BD 14

BID BOND

WHEREAS, said Principal has submitted a bid to said City to perform all work required under the Project No. MUED25002.

NOW, THEREFORE, if said Principal is awarded a contract by said City and, within the time and in the manner required under the heading "Instructions to Bidders" bound with said Specifications, enters into a written contract on the form of agreement bound with said Specifications and furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials; then this obligations shall be null and void, otherwise it shall remain in full force and effect. In the event suit is brought upon this bond by said City and Judgment is recovered, said Surety shall pay all costs incurred by said City in such suit, including a reasonable attorney's fee to be fixed by the court.

SIGNED AND SEALED, this _________ day of _____________________________, 20____. ______________________________(SEAL) _______________________________(SEAL) (Principal) (Surety)
By:_________________________________ By:__________________________________ (Signature) (Signature)
Address:______________________________
_____________________________________
Telephone (___)________________________
(Seal and Notarial Acknowledgment of Surety)
Redlands Regular Meeting of 2-4-2025 708 of 995
BD 15

STATEMENT BY BIDDER

NON-COLLUSION AFFIDAVIT

STATE OF )
) ss

COUNTY OF )
, being first duly sworn, deposes and says that

he is
(Sole Owner, a Partner, President, Secretary, etc.)
of
(Contractor)
the party making the foregoing bid on Project No. MUED25002 that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or of any other Bidder or to fix any overhead, profit, or cost element of the bid price or of that of another bidder, or to secure any advantage against the public body awarding the Contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that the Bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company, association organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

By: ______________________________ Title: ________________________________ Subscribed and sworn to before me this day of __________________________, 20 .

Signature of Officer Administering Oath
(Notary Public)
Redlands Regular Meeting of 2-4-2025 709 of 995
BD 16

STATEMENT BY BIDDER
OFFICERS OF CORPORATION (Members of Firm)
The names of all persons interested in the foregoing proposals as principals, are as follows:
(IMPORTANT NOTICE - if Bidder or other interested person is a corporation, state legal name of corporation, also names of the president, secretary, treasurer and manager thereof; if a co-partnership, state true name of firm, also names of all individual co-partners composing firm; if Bidder or other interested person is an individual, state first and last names in full). _____________________________________ _____________________________________ _____________________________________ _____________________________________ _____________________________________ _____________________________________ Licensed in accordance with an act providing for the Registration of Contractors, License No. ______________________________________.

Signature of Bidder Dated
NOTE: If Bidder is a corporation, the legal name of the corporation shall be set forth above, together with the signature of the officer(s) authorized to sign contracts on behalf of the corporation; if Bidder is a co-partnership, the true name of the firm shall be set forth above, together with the signature of the partner or partners authorized to sign contracts in behalf of the co-partnership, and if the Bidder is an individual, that signature shall be placed above.

Redlands Regular Meeting of 2-4-2025 710 of 995
BD 17

STATEMENT BY BIDDER

SUB-CONTRACTORS LIST
Bidder supplies the following information for any Subcontractor who will perform work or labor or render services to the prime contractor, etc. to be used on Project No. MUED25002, all in accordance with Section 4104 of the California Public Contract Code.

LICENSED SUBCONTRACTOR’S NAME

AND BUSINESS ADDRESS
LICENSE #

SPECIFIC

DESCRIPTION

OF SUBCONTRACT
& BID ITEM #
% OF BID

ITEM TO BE

PERFORMED
Redlands Regular Meeting of 2-4-2025 711 of 995
BD 18

STATEMENT BY BIDDER

MUED25002 within the past two years. Include the location of each project as well as the name, address, and phone number of the owner, and name of individual to contact.

Subcontractors performing in excess of one half of one percent of the prime Contractor’s total bid, or in the construction of streets or highways, one half of one percent of the prime contractor’s total bid or ten thousand dollars ($10,000), whichever is greater shall provide a similar outline.

Additional pages outlining this portion of the Bid may be attached. Failure to provide this statement may result in rejection of the bid by the City of Redlands.

1. Owner's Name:

Contact Person: Phone: ( )
Address of Owner:

Project Description:

Amount of Contract: Completion Date:

2. Owner's Name:

Contact Person: Phone: ( )
Address of Owner:

Project Description:

Amount of Contract: Completion Date:

3. Owner's Name:

Contact Person: Phone: ( )
Address of Owner:

Project Description:

Amount of Contract: Completion Date:

Redlands Regular Meeting of 2-4-2025 712 of 995
BD 19

STATEMENT BY BIDDER

GENERAL INFORMATION

1. Bidder's Mailing Address

2. Number of years engaged in the contracting business under your present firm or trade name:

3. Have you ever failed to complete any work awarded to you? (Yes or No) . If yes, provide details in the space provided in Item 10.

4. Have you ever defaulted on a contract? (Yes or No) . If yes, provide details in the space provided in Item 10.

5. Have you ever been a party to a lawsuit or gone to arbitration during the last 5 years? (Yes or No) . If yes, provide details in the space provided in Item 10.

6. Has any Stop Notice been filed against you during the last 5 years? (Yes or No) . If yes, provide details in the space provided in Item 10.

7. Has your contractor's license ever been suspended, revoked, or subject to disciplinary action? (Yes or No) . If yes, provide details in the space provided in Item 10.

8. Contracts currently on hand:

Agency Name Amount of Contract Start Date Completion Date

9. Enter the name of person(s) who inspected the site of the proposed work for your firm and the date of said site inspection.

Name: Date:

Redlands Regular Meeting of 2-4-2025 713 of 995
BD 20

Question
Number Details
Redlands Regular Meeting of 2-4-2025 714 of 995

CONTRACT DOCUMENTS
(CD)
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PUBLIC WORK CONSTRUCTION CONTRACT
This Public Work Construction contract (“Contract”) is made and entered into this 10th day of December, 2024, by and between the City of Redlands, a municipal corporation, organized and existing under the laws of the State of California (hereinafter “City”), and __________________ (hereinafter "Contractor"). City and Contractor are sometimes individually referred to herein as a “Party” and, together, as the “Parties.”
In consideration of the mutual promises contained herein, City and Contractor agree as follows:

3. TIME FOR COMPLETION: The Work shall be completed within Forty-Five (45) working day(s) as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” from and after the date of City’s issuance of a Notice to Proceed to Contractor.

4. LIQUIDATED DAMAGES: Contractor’s failure to complete the Work within the time allowed will result in damages being sustained by City. Such damages are, and will continue to be, impracticable and extremely difficult to determine. Accordingly, Contractor shall pay to City, or have withheld from monies due to Contractor, the sum of Five Hundred dollars ($500) for each working day as defined in Section 1-2 of the Standard Specifications for Public Works Construction “Greenbook” in excess of the specified time for completion of the Work. Execution of this Contract shall constitute agreement by City and Contractor that Five Hundred dollars ($500) per day is the estimated damage to City caused by the failure of Contractor to complete the work within the allowed time. Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due Contractor if such delay occurs.

7. RESOLUTION OF CONSTRUCTION CLAIMS: Claims by Contractor in the amount of three hundred seventy five thousand dollars ($375,000) or less shall be made by Contractor and Redlands Regular Meeting of 2-4-2025 717 of 995
K:\Capital Projects\101400 GENERAL FUND\2024 Sidewalk & ADA Ramp Replacement Project\6 DESIGN\6-10 SPECIFICATIONS\01-Contract Documents\Public Work Contract.PW-3.1(Work Days).doc processed by the City pursuant to the provisions of Part 3, Chapter 1, Article 1.5 of the Public Contract Code (commencing with Section 20104). All claims shall be in writing and include the documents necessary to substantiate the claim. Nothing in subdivision (a) of Public Contract Code Section 20104.2 shall extend the time limit or supersede the notice requirements provided in this case from filing claims by Contractor.

9. ASSIGNMENT OF AGREEMENT: No assignment by a Party of any rights or interests under this Contract shall be binding on another Party without the written consent of the Party sought to be bound.

Redlands Regular Meeting of 2-4-2025 718 of 995
K:\Capital Projects\101400 GENERAL FUND\2024 Sidewalk & ADA Ramp Replacement Project\6 DESIGN\6-10 SPECIFICATIONS\01-Contract Documents\Public Work Contract.PW-3.1(Work Days).doc IN WITNESS WHEREOF, the Parties hereto have executed this Contract the day and year first written above.

CITY OF REDLANDS
(SEAL)
By:____________________________________
Eddie Tejeda, Mayor
ATTEST:
____________________________________
Jeanne Donaldson, City Clerk
(SEAL)
__________________________________________
Name of Contractor
By:_______________________________________
Signature of Authorized Agent
__________________________________________
Title
__________________________________________
Signature of Authorized Agent (if necessary)
__________________________________________
Title
__________________________________________
Contractor's License No.

Redlands Regular Meeting of 2-4-2025 719 of 995
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I certify under penalty of perjury under the laws of the State of California that the information and representations made in this certificate are true and correct.

FAITHFUL PERFORMANCE BOND
Whereas, the City of Redlands (“City”), State of California, and ______________ (hereinafter designated as "Principal") have entered into an agreement dated _____, 2024 (“Agreement”) whereby Principal agrees to install and complete certain public improvements (the “Work”), which said Agreement is identified as 2024 Citywide Sidewalk and ADA Ramp Replacement Project, Project No. MUED25002 and is hereby referred to and made a part hereof; and
Whereas, said Principal is required under the terms of the Agreement to furnish a bond for the faithful performance of the Work, now, therefore, we, the Principal and, _____________________________, as Surety, are held and firmly bound unto the City in the penal sum of ________________________________ dollars ($_______________) lawful money of the United States, for the payment of which sum we bind ourselves, and our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

1. Complete the Work in accordance with its terms and conditions; or

2. Obtain a bid or bids for completing the Work in accordance with its terms and conditions, and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Work less the balance of the Agreement price, Redlands Regular Meeting of 2-4-2025 721 of 995
K:\Capital Projects\101400 GENERAL FUND\2024 Sidewalk & ADA Ramp Replacement Project\6 DESIGN\6-10 SPECIFICATIONS\01-Contract Documents\Public Work Contract.PW-3.1(Work Days).doc but not exceeding, including other costs and damages for which Surety may be liable hereunder, the amount set forth above. The term “balance of the Agreement price,” as used in this paragraph, shall mean the total amount payable to the Principal by the City under the Agreement and any modifications thereto, less the amount previously properly paid by the City to the Principal.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Principal.

No final settlement between the City and the Principal shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied.

In witness whereof, this instrument has been duly executed by the Principal and Surety above named, on , 2024.
(SEAL) (SEAL)
(Contractor) (Surety)
BY:
(Signature) (Signature)
Address:___________________________________
__________________________________________
(Seal and Notarial Acknowledgment of
Surety)
Telephone ( )___________________________
Redlands Regular Meeting of 2-4-2025 722 of 995
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LABOR AND MATERIAL BOND
Whereas, the City Council of the City of Redlands, State of California, and ________________ (hereinafter designated as “Principal”) have entered into an agreement (the “Agreement”) whereby Principal agrees to install and complete certain designated public improvements (the “Work”), which said agreement, dated ____________, 2024, and identified as 2024 Citywide Sidewalk and ADA Ramp Replacement Project, Project No. MUED25002 is hereby referred to and made a part hereof; and
Whereas, under the terms of the Agreement, Principal is required before commencing the performance of the Work, to file a good and sufficient Labor and Material bond with the City of Redlands to secure the claims to which reference is made in Title 3 (commencing with Section 9550) of Part 6 of Division 4 of the Civil Code of the State of California.

Now, therefore, said Principal and the undersigned as corporate surety, are held firmly bound unto the City and all contractors, subcontractors, laborers, material men and other persons employed in the performance of the Agreement and referred to in the aforesaid Code of Civil Procedure in the sum of ______________ dollars ($_____) for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorneys’ fees, incurred by the City in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein 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.

GENERAL CONDITIONS
(GC)
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GC 1

SECTION 1 – GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS,

UNITS OF MEASURE, AND SYMBOLS
1-2 TERMS AND DEFINITIONS.

Agency - Amend as follows:
“The legal entity (City) for which the Work is being performed.” Bidder - Amend as follows:
“Any individual, firm, partnership, corporation, or combination thereof, licensed in accordance with the provisions of Chapter 9, Division III of the Business and Professions Code, submitting a Bid for the Work, acting directly or through a duly authorized representative.” City. The City of Redlands, San Bernardino County, California, being the legal entity for which the Work is being performed. Also referred to as Agency or Owner.

Engineer - Amend as follows:
“The City Engineer of the Agency, or other person designated by the City Engineer, acting either directly or through authorized agents.”
Fabricated. An item specifically assembled or made out of selected materials to meet individual design requirements.

Guarantee. See Warranty.

Laboratory. The designated laboratory authorized by the City of Redlands to test materials and work involved in the Contract.

Manufactured. A standard mass-produced unit or item meeting design requirements.

Owner. The City of Redlands, San Bernardino County, California.

Pavement. The uppermost layer of material placed on the traveled way or shoulder. Also referred to as surfacing.

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GC 2
Rain Day. A scheduled working day when you cannot perform work on the controlling activity for at least 50 percent of the day with at least 50 percent of the normal labor and equipment due to adverse weather-related conditions that cause the Contractor to dismiss the crew.

Street - Delete and replace with the following:
“Any road, highway, parkway, freeway, avenue, street, lane, alley, crossing, intersection, court, place, circle, walk, way, or any public right-of-way within the jurisdiction of the Agency.” Surety - Delete and replace with the following:
“An admitted corporate surety as listed by the United States Department of Treasury and duly licensed to conduct business in the State of California and County of San Bernardino and acceptable to the City of Redlands, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred.”
Warranty. An extended insurance by the Contractor, of any product or item of work installed as a part of this project for replacement and/or repair for the time period specified, including but not limited to, all parts, labor, materials, tools, equipment costs, etc. necessary for the product or item of work to be in proper and acceptable working condition after completion of the project. For the purposes of this Contract, the period of coverage shall begin on the date of the Notice of Completion filed by the Owner.

SECTION 2 - SCOPE OF THE WORK
2-2 PERMITS. - Amend the following:

Amend the first sentence of paragraph 1 as follows:
“The Contractor will obtain all permits necessary to perform the work in streets, highways, railways or other rights-of-way.”
Add the following sentence between the first and second sentences of paragraph 1:

For all work within Caltrans right-of-way, the Contractor shall obtain their own Caltrans Encroachment Permit and pay all necessary permit and inspection fees as required by Caltrans.

Add the following paragraph:

The Contractor shall, prior to the start of work, procure all permits and licenses, including but not limited to, a City Business License for itself, subcontractors, and all parties performing actions Redlands Regular Meeting of 2-4-2025 727 of 995
GC 3
associated with this contract within the City of Redlands, City Truck Route Permit, City Street/Lane Closure Permit, City Encroachment Permit, USA Verification Number, DOSH Excavation Permit, other permits required by agencies and/or utilities having jurisdiction on the work, pay all charges and fees required by the City, other agencies and utilities, and give all notices necessary and incidental to the due and lawful prosecution of the work. All City permits associated with this project are no fee to the Contractor.

SECTION 3 - CONTROL OF THE WORK
3-7 CONTRACT DOCUMENTS.
3-7.1 General. – Add the following paragraphs:

Contractor’s working drawings or plans for any structure not included in the plans shall be approved by the Engineer before any work is performed. It is mutually agreed that approval by the Engineer of the Contractor’s working plans does not relieve the Contractor of any responsibility for accuracy of dimensions and details, and that the Contractor shall be responsible for agreement and conformity of their working plans with the approved plans and specifications.

Should it appear that the work to be done or any matter thereto is not sufficiently detailed or explained by the plans and specification, the Contractor shall apply to the Engineer for such further explanation as may be necessary and shall conform to such explanation or interpretation as part of the Contract so far as may be consistent with the intent of the original plans and specifications. 3-7.1.1 Preconstruction Meeting. The Contractor to whom the contract is awarded, and all his major subcontractors, shall attend a pre-construction meeting. The time and location of said meeting will be set by the City. Contractor will be given adequate notice of such meeting. It shall be the Contractor's responsibility to notify his subcontractors of the time and location of the meeting. All submittals as required under the General Requirements shall be submitted by the Contractor at the time of the meeting.

The Contractor will be provided with an electronic (.PDF file) of the conformed plans and specifications for their use throughout the project. Contractor is responsible for all costs of reproduction.

Meetings will be held either at the job site, at the offices of the City of Redlands, or at any other location approved by the City. The Contractor may request, in writing, that a meeting be held.

The City will schedule a meeting at the Contractor’s request not more than five working days after receiving said written notice.

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GC 4
3-7.2 Precedence of Contract Documents. – Replace paragraph 2 with the following:

The precedence shall be (A. being highest, O. being lowest):

A. Permits from other Agencies as may be required by law.

B. Change Orders.

C. Contract.

D. Addenda.

E. Bid Schedule/Proposal.

F. General Requirements.

G. Technical Specifications.

H. Plans.

I. MUED General Permit Conditions and Trench Specifications.

J. City of Redlands Water & Sewer Systems Standard Specifications.

K. General Conditions.

L. City of Redlands Standard Specifications and Detail Drawings for Design and Construction of Public Improvements and all Supplements
M. Standard Specifications for Public Works Construction (SSPWC), 2018 Edition N. Standard Plans for Public Works Construction, 2012 Edition O. Reference Specifications.
3-8.7 Record Drawings. The Contractor shall maintain at the job site, a set of record drawings for the work showing: exact location information of all existing underground utilities encountered, final locations determined in the field, any deviations from the plans and specifications and new work performed within the work area; and all differences between the work as drawn and as installed for all concealed work as well as work added which is not shown on the drawings. Concealed work shall mean all work installed underground or in an area which cannot be readily inspected by use of access panels, inspection plates or other removable features. When vacuum excavation (potholing) services are required, contractor to provide report that identifies depth and alignment of underground utilities.

The drawings shall also contain a listing of all subcontractors who worked on the construction project.

The As-Built drawings will be submitted to the Municipal Utilities and Engineering Department for review and approval by the City Inspector and Engineer.

The design engineer or City staff shall prepare the final As-Built drawings for record purposes in one of the following two ways: (1) Check out the original drawings from the City and manually revise the drawings to reflect the As-Built condition; or (2) Re-plot the original drawings electronically on 4 mil mylars and make revisions electronically to reflect the As-Built conditions. The final As-Built drawings will be reviewed and approved by the City Inspector and Engineer Redlands Regular Meeting of 2-4-2025 729 of 995
GC 5
The construction related bonds will not be released by the City until the As-Built drawings are accepted by the Engineer and all City stipulated conditions for the release of the bonds have been satisfied.
3-10 SURVEYING.
3-10.3 Line and Grade. - Add the following sentences to paragraph 1:

Unless otherwise specified, stakes will be set and stationed by the Contractor’s surveyor for curbs, headers, sewers, storm drains, structures, rough grade and all other staking necessary for the construction of the work. A corresponding cut or fill to finished grade (or flowline) will be indicated on a grade sheet to be supplied to the Engineer. The Contractor shall dig all holes necessary for line and grade stakes.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY.
3-13.2 Acceptance. - Add the following paragraphs:

The Contractor shall submit written assertion that the work has been completed prior to the Engineer making final inspection. The Engineer will have 48 hours to inspect the work. If the Engineer determines that the work is not complete, written notice will be given.

Until final acceptance of work by the Engineer, the Contractor shall have charge and care thereof from damage caused by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the work. The Contractor shall rebuild, repair, restore, and Redlands Regular Meeting of 2-4-2025 730 of 995
GC 6
make good all injuries or damage to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof.

All work which has been rejected shall be remedied or removed and replaced by the Contractor at their expense with work conforming to the plans and specifications. Any defective material or workmanship which may be discovered before final acceptance or within one year from the date of final acceptance shall be immediately corrected by the Contractor at their expense, notwithstanding that it may have been overlooked in previous inspections and estimates. Failure to inspect work at any stage shall not relieve the Contractor from any obligation to perform sound and reliable work as herein described. It is the Contractor’s ultimate responsibility to deliver a complete, operational project that complies in all details with these specifications, at the time of final acceptance.

In the event it is necessary for the City to file suit to enforce any liability of the Contractor pursuant to this Section, the City shall be entitled to recover from the Contractor, in addition to all other amounts found due and owing, costs of suit and reasonable expenses and fees including reasonable attorneys’ fees incurred by the City in successfully enforcing the Contractor’s obligation, all to be taxed as costs and included in any judgment rendered.
3-13.3 Warranty. - Amend the following:

Amend the first sentence of the paragraph 3:
“The warranty period for specific items covered under manufacturers’ or suppliers’ warranties shall commence from the date of the final acceptance, except where longer warranty periods are specified.” Add the following paragraphs:

All start-up and testing shall be complete, approved and accepted before final acceptance, substantial completion, or beneficial occupancy.

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GC 7
3-14 INSPECTION.

The Contractor shall notify the Engineer at least 24 hours in advance before inspection is required.

The work shall be ready for inspection, whether by City, other public entities or independent testing laboratories, at the scheduled times arranged by the Contractor. If, in the City’s sole judgment, the work is not ready and the inspection must be rescheduled, the Contractor shall be notified. The Contractor shall reschedule the inspection and provide the proper 24 hour notification for the rescheduled inspection. Any costs incurred by the City for rescheduled inspections shall be reimbursed prior to the release of Bonds.

In order to allow for inspection, the Contractor shall notify the City’s inspector sufficiently in advance of the permanent concealment of any materials or work. The City’s inspector shall make the appropriate notifications to other public entities and independent testing laboratories for inspections.

All inspections required in the specifications for this project shall be coordinated through the City’s inspector.

Overtime inspection may be requested by the Contractor. Overtime inspection includes but is not limited to, any hours worked outside of the inspector’s normal working hours including weekends and holidays. Such requests shall be on a case-by-case basis as determined by the Engineer. If the Engineer so determines and approves, overtime inspection shall be paid for by the Contractor at the current City billing rate at the time of request or as billed by other public entities or independent testing laboratories. Any costs incurred by the City for overtime inspection shall be reimbursed prior to the release of Bonds.

SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL. - Delete and replace with the following:

Should any work performed or material furnished under the Contract prove defective or not in accordance with the Plans and Specifications and in the opinion of the Engineer such defect is not of Redlands Regular Meeting of 2-4-2025 732 of 995
GC 8
sufficient magnitude or importance to make the work dangerous or unusable, or if the removal of such work is impracticable or will create dangerous or undesirable conditions, the Engineer at his discretion shall have the right and authority to retain such work instead of requiring it to be removed and reconstructed, but he shall make such deductions therefore in the payment due the Contractor as may be just and reasonable.
4-1.1 Warranty of Title. No materials, supplies or equipment for the work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale contract or other agreement by which an interest therein or any part thereof is retained by the seller or supplier. The Contractor warrants clear and good title to all materials supplied and equipment installed and incorporated in the work and agrees, upon completion of all work, to deliver the premises, together with all improvements and appurtenances constructed or placed thereon by him, to the Owner free from any claims, liens, encumbrances or charges, and further agrees that neither he nor any person, firm, or corporation furnishing any material or labor for work covered by the Contract shall have any right to a lien upon the premises or any improvement or appurtenance thereon, provided that this shall not preclude the Contractor from installing metering devices or other equipment of utility companies the title of which is commonly retained by the utility company. Nothing contained in this article, however, shall defeat or impair the right of such persons furnishing materials or labor under any bond given by the Contractor for their protection, or any right under any law permitting such persons to look to funds due the Contractor, which are in the hands of the Owner. 4-1.2 Clayton Act. In submitting a bid to the City, if the bid is accepted the Contractor agrees it will assign to the City all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C.

Section 15) or under the Cartwright Act (chapter 2 [commencing with Section 16700] of Part 2 Division 7 of the Business and Professionals Code), arising from purchases of goods, materials, or services by the Bidder for sale to the City pursuant to the bid. Such assignment shall be made and become effective at the time the City tenders final payment to the Bidder.

SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITES
5-1.1 CONTRACTOR’S EQUIPMENT AND FACILITIES.

A noise level limit of 86 dbA at a distance of 15 m (50 feet) shall apply to all construction equipment on or related to the work whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided, except in those cases required for the protection of personnel. 5-1.2 General.

At no times shall toilets be stored within the public right of way outside of working hours. 5-3 LABOR. - Amend the following:
5-3.1 General. - Add the following paragraphs:

Redlands Regular Meeting of 2-4-2025 733 of 995
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Employment of apprentices are required on projects of $30,000 or more. Provisions in Sections 1777.5 of the California Labor Code fixes responsibility of compliance with that section for all apprenticeable occupations with the Contractor. Section 1777.5 provides that the Contractor and every Subcontractor shall submit contract award information to the applicable joint apprenticeship committee. One apprentice hour for every five journeymen hours worked is the minimum State requirement applicable to each apprenticeable trade. Section 1777.7 of said Labor Code provides that the Contractor shall forfeit as a civil penalty the sum of one hundred dollars ($100.00) for each calendar day of noncompliance with provision of said Section 1777.5.

Contractors are hereby notified that pursuant to Section 1770 of the Labor Code of the State of California, the City Council of the City of Redlands, California, by Resolution No. 2326, has ascertained the general prevailing rate of hourly wages and rates for legal holidays and overtime work in the locality where this work is to be performed, for each craft or type of workman or mechanic needed to execute the Contract which will be awarded to the successful Bidder. The Contractor shall comply with Sections 1770 to 1780 inclusive of the Labor Code and Master Labor Agreement of Southern California.

Redlands Regular Meeting of 2-4-2025 734 of 995
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5-3.3 Payroll Records. – Delete and replace with the following:

The contractor and subcontractors shall submit electronic certified payroll on a weekly basis to the City of Redlands through LCPtracker. LCPtracker is a web-based labor compliance management system. The Prime Contractor and Subcontractors and lower-tier Subcontractors will receive an email from LCPtracker providing their log-on identification and temporary password. The Contractors will need to follow the instructions in the email to set-up their permanent password and activate their account. Once their account is setup, LCPtracker Inc. provides either computer based or web based training. Training can be accessed via the “Book Now” button located under the “Projects” tab. The prime contractor shall submit their certified payroll, along with any subcontractor who is performing any labor, on a weekly basis. The prime contractor is responsible for all communication with their subcontractors and shall submit their subcontractor’s certified payroll as part of their weekly payroll packet. All labor compliance correspondence and submissions will be made through the LCPtracker software.

All certified payroll shall be submitted no later than 7 days from the close of the pay period. The payroll records shall set out accurately and completely the name, social security number, classification and hourly wage rate of each employee, hours worked by employee during the payroll period and a full weekly wages and the actual weekly wages paid to the employee. Such certified payroll records shall be made available at all time for inspection by the City, the Department of Industrial Relations, the Department of Labor or authorized representatives within ten days of request. The contractor and subcontractor shall preserve weekly payroll records for a period of three (3) years from the date of completion of the Contract. In case on noncompliance with said Section 1776 and after a ten-day period following receipt of written notice, the Contractor shall forfeit to the California Department of Industrial Relations one hundred dollars ($100.00) for each calendar day or portion thereof, for each worker in non-compliance, until compliance is effectuated.

Failure by the Contractor to comply with the aforementioned requirements shall result in withheld progress payments until such time certified payroll documents have been received, reviewed, and accepted by the City. The City reserves the right to seek assistance from the State Department of Industrial Relations in determining the acceptability of certified payroll submittals before release of withheld progress payments. Prior to the release of retention monies, all certified payroll must be Redlands Regular Meeting of 2-4-2025 735 of 995
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submitted on the project and any outstanding issues that may have occurred throughout the project must be resolved.
5-4 INSURANCE. - Delete Section 5-4.1, Section 5-4.2 and replace with the following:

Contractor shall furnish the City with the customary Certificates of Insurance for all required insurance listed below. General Liability Insurance shall name the City and the Consultant, as an additional insured and shall be primary and non-contributing to any insurance or self-insurance maintained by the City. All liability 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 City shall be notified by registered mail, return receipt requested, giving sufficient time before the date thereof to comply with any applicable law or statute, but in no event less than forty five (45) days before expiration or cancellation is effective.

TIER 1 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
➢ $1 Million Per Occurrence/ $2 Million Aggregate
▪ City listed as an Additional Insured on the coverage
CONTRACTED OPERATIONS DESIGNATED AS TIER 1
Air Conditioning (HVAC)
Systems (installation)
Electric Light or Power Line
Construction Pipeline Construction
Airport Runways (paving,
repaving, etc.) Elevator Work Roofing
Blasting Operations Excavation Sandblasting
Bridge or Elevated Highway
Construction
Fire Suppression Systems
(installation)
Sewer and Water Main
Construction
Buildings Structural Work
(including elevators)
Gas Mains or Connections
Construction Sign Erection (streets)
Building Structure (raising or
moving) Geophysical Exploration Solar Energy
Cable Installation in Conduits and
Conduit Construction (streets) Grading of Land Street Cleaning Caisson or Cofferdam Work Hazardous Materials Contractors Street or Road Construction Dam or Reservoir Construction Irrigation or Drainage
Construction
Tank Construction, Installation,
Erection or Repair
Demolition (structures) Landscape Construction (street or street medians)
Telephone or Cable Line
Construction
Drilling Painting (exterior greater than
single story)
Tree Pruning, Dusting, Spraying
or Removal
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▪ Coverage is primary and non-contributory
▪ If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
➢ $1 Million Combined Single Limit
▪ City listed as an Additional Insured on the coverage
▪ Must include liability arising from all owned, leased, hired, and non-owned autos ▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission ➢ If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Commercial Umbrella/ Excess Liability
➢ $5 Million Per Occurrence/ Aggregate
▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Workers Compensation
➢ $1 Million Per Occurrence for Bodily Injury by Accident ➢ $1 Million Each Employee for Bodily Injury by Disease ➢ $1 Million Policy Limit for Bodily Injury by Accident ▪ Waiver of Subrogation in favor of City
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission e. Pollution Policy (Hazardous Materials) [If Applicable] ➢ Required of Projects that involve Demolition and/or Excavation Activities ➢ $1 Million Per Occurrence/ $2 Million Aggregate
➢ City listed as an Additional Insured on the coverage
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TIER 2 DESIGNATED INSURANCE REQUIREMENTS
a. Commercial General Liability
➢ $1 Million Per Occurrence/ $2 Million Aggregate
▪ City listed as an Additional Insured on the coverage
▪ Coverage is primary and non-contributory
▪ If scope of work is within 50 feet of any railroad, endorsement citing inclusion of liability associated with this work is required
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission b. Business Auto Liability
➢ $1 Million Combined Single Limit
▪ City listed as an Additional Insured on the coverage
▪ Must include liability arising from all owned, leased, hired, and non-owned autos ▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission ➢ If Contractor or its subcontractors or suppliers haul hazardous material (including, without limitation, waste), Auto Liability insurance must be applicable to all hazardous waste hauling vehicles, and include MCS 90 and CA9948 Endorsements. c. Workers Compensation
➢ $1 Million Per Occurrence for Bodily Injury by Accident ➢ $1 Million Each Employee for Bodily Injury by Disease ➢ $1 Million Policy Limit for Bodily Injury by Accident ▪ Waiver of Subrogation in favor of City
▪ If any policy forms of endorsements are cited to grant extension of coverage, they must be included with the Certificate of Insurance submission d. Pollution Policy (Hazardous Materials) [If Applicable] ➢ Required of Projects that involve Demolition and/or Excavation Activities ➢ $1 Million Per Occurrence/ $2 Million Aggregate
➢ City listed as an Additional Insured on the coverage
Contractor expressly waives all rights to subrogation against the City, its officers, employees and volunteers for losses arising from work performed by Contractor for City by expressly waiving Contractor’s immunity for injuries to Contractor’s employees and agrees that the obligation to CONTRACTED OPERATIONS DESIGNATED AS TIER 2
Air Conditioning (HVAC) Systems
(service and repair) Carpentry (building interiors) Fire Suppression Systems (service and repair) Alarms and Alarm Systems Communications Equipment
Installation (interior) Landscape Construction
Building Interior Work (service,
repair and non-structural
remodeling)
Driveway, Parking Area or
Sidewalk (paving or repaving) Painting (exterior)
Cable Installation in Conduits
(buildings) Fence Erection All Other Job Types including Vendors Redlands Regular Meeting of 2-4-2025 738 of 995
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indemnify, defend and hold harmless provided for in this Agreement extend to any claim brought by or on behalf of any employee of Contractor. This waiver is mutually negotiated by the parties. This shall not apply to any damage resulting from the sole negligence of City, its agents and employees.

To the extent any of the damages referenced herein were caused by or resulted from the concurrent negligence of City, its agents or employees, the obligations provided herein to indemnify, defend and hold harmless are valid and enforceable only to the extent of the negligence of contractor, its officers, agents and employees.

Subcontractors. The prime contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements from each subcontractor.

The Contractor shall give personal attention to this work which is sublet. Nothing contained in the contract documents shall create any contractual relation between any subcontractor and the City.

A. Contractor shall have worker’s compensation and employer’s liability insurance in force throughout the duration of the contract in an amount which meets the statutory requirement with an insurance carrier acceptable to the City. The insurance policy shall include a provision prohibiting cancellation of said policy except upon forty-five (45) days prior written notice to City. Certificates of Insurance shall be delivered to the City at the time of the Contractors’ execution of the agreement.

B. Contractor expressly waives all rights to subrogation against the City, its officers, employees and volunteers for losses arising from work performed by Contractor for City by expressly waiving Contractor’s immunity for injuries to Contractor’s employees and agrees that the obligation to indemnify, defend and hold harmless provided for in this Agreement extend to any claim brought by or on behalf of any employee of Contractor. This waiver is mutually negotiated by the parties. This shall not apply to any damage resulting from the sole negligence of City, its agents and employees. To the extent any of the damages referenced herein were Redlands Regular Meeting of 2-4-2025 739 of 995
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caused by or resulted from the concurrent negligence of City, its agents or employees, the obligations provided herein to indemnify, defend and hold harmless are valid and enforceable only to the extent of the negligence of contractor, its officers, agents and employees. 5-6 PATENT FEES OR ROYALTIES. Delete and replace with the following:

A. Secure for the City the right to continue using goods and/or processes by suspension of the injunction or by procuring a license(s);
B. Replace said goods and/or processes with non-infringing goods and/or processes; C. Modify said goods and/or processes so that they become non-infringing; or D. Remove said goods and/or processes and refund the sum paid therefore without prejudice to any other rights of the City.

Add the following sentences to paragraph 1:

Add the following paragraphs:

Redlands Regular Meeting of 2-4-2025 740 of 995
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To insure the protection of storm drain inlets, Best Management Practices (BMPs) shall be employed during cleanup and dust control operations. Refer to Section 7-8.6.

Dust resulting from the Contractor’s performance of the work, either inside or outside, the right-ofway shall be controlled by the Contractor. Dust control includes the action necessary to prevent, reduce or control dust within the work area as required to complete the work. The Contractor shall carry out proper and efficient measures to prevent his operations from producing dust in amounts damaging to property or causing a nuisance, or harm to persons living nearby or occupying buildings in the vicinity of the work. The Contractor shall control dust 24 hours a day, seven days a week. The methods to be used for controlling dust in the construction area and along haul roads shall be approved by the Engineer prior to starting any work. The Rule 403 Implementation Handbook published by the SCAQMD, contains a detailed listing of reasonably available dust control measures.

Dust control ordered by the Engineer to be applied on Saturdays, Sundays or holidays will be included in the Contract price for dust control and no additional compensation will be allowed therefore.

The full compensation for all direct and indirect costs incurred for work performed or materials used to control dust resulting from the Contractor’s performance of the work and caused by public traffic, either inside or outside the right-of-way shall be considered as included in the Contract prices paid for the various items of work involved and no additional compensation will be allowed therefore. 5-9 STORAGE OF EQUIPMENT AND MATERIALS.

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The Contractor shall ensure the construction yard adheres to all local, State and Federal regulations, ordinances, codes and maintained in a neat and orderly manner throughout the duration of the project.

The contractor shall include the construction yard in the Erosion Control Plan or SWPPP and shall be inspected and approved prior to use of the yard. If at any time during the project the location of the construction yard changes from the approved site, the City shall be notified prior to relocation for inspection and approval. Should the Contractor fail to comply with these conditions, the Engineer may suspend the work per SSPWC section 6-3 until the condition is corrected.

Construction materials and equipment shall not be stored within public streets or right of way without prior approval from the City. In order to seek approval, Contractor shall submit a location map with all equipment or materials identified including size, duration and any BMP’s installed and provide at least 7 days for review by the City.
5-10 WATER POLLUTION CONTROL.

The Contractor shall follow the City's guidelines for Storm Water Pollution Prevention in providing storm water pollution control at the project site, including the implementation of approved Erosion/Sediment Control Plans during construction as well as the implementation of approved Water Quality Management Plans.

Construction activities disturbing 1 acre or more of land shall comply with the State Water Resources Control Board’s NPDES General Construction Storm Water Permit. A copy of the Notice of Intent (NOI) to include the Waste Discharge Identification (WDID) number shall be submitted as part of the Storm Water Pollution Prevention Plan (SWPPP) to the Engineer for review. Call (909) 782- 4130 for NOI/WDID information.

1. California Storm Water Best Management Practice Handbook, American Public Works Association, March 1993;

2. The Construction Site Best Management Practices Manual, November 2000;

3. Storm Water Pollution Prevention Plan and Water Pollution Control Program Preparation Manual, November 2000;
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4. California Regional Water Quality Control Board’s San Francisco Bay Region, Guidelines for Construction Projects; and

5. California Regional Water Quality Control Board’s San Francisco Bay Region, Erosion and Sediment Control Field Manual, July 1999.

1. Discharges that could have an impact on human health or the environment, cause or threaten to cause pollution, contamination, or nuisance;

2. Discharges that exceed any applicable water quality standard contained in a statewide Water Quality Control Plan or local Basin Plan; and

3. Discharges containing hazardous substances equal to or in excess of a reportable quantity listed in Federal regulations 40 CFR, Parts 117 and 302.

Materials that can cause or contribute to pollution or a violation of any applicable water quality standard include, but are not limited to: sediments; solid or liquid chemical spills; wastes from paints, stains, sealants, glues, limes, pesticides or herbicides and wood preservatives or solvents; asbestos fibers, paint flakes or stucco fragments; fuels, oils, lubricants or hydraulic, radiator and battery fluids; fertilizers; vehicle and equipment wash water or concrete wash water; concrete, detergent or floatable wastes; wastes from any engine and equipment steam cleaning or chemical degreasing; and chlorinated potable water line flushings.

Unless exempted or authorized by an NPDES permit, all non-storm water discharges require prior approval by the Engineer or the State Water Resources Control Board with Engineer approval.

De-watering of contaminated groundwater or discharging contaminated soils via surface erosion is prohibited.

Any water drawn from a City fire hydrant shall be via a City owned water meter. Said meter may be obtained from the Municipal Utilities & Engineering Department. Contractor is responsible for payment of a $1200 deposit fee. Said meter shall be returned in a condition like received, less normal wear and tear. All meters are loaned subject to the conditions of the Fire Hydrant Construction Meter Redlands Regular Meeting of 2-4-2025 743 of 995
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Water Service Application. Contractor must provide proposed location of meter and notify Customer Service at (909) 798-7516 each time the meter is relocated during construction. Water reasonably used in connection with the construction contract will be provided at no cost to the Contractor. Water use determined to be wasteful or unreasonable will be charged for at the prevailing rate. 5-12 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS.

The Contractor shall relocate, re-establish, repair or replace all existing improvements within the work limits or right-of-way which are not designated for removal (e.g., sprinkler systems, curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations.

Relocations, re-establishments, repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension.

All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing or reestablishing existing improvements shall be included in the Bid.

The Contractor shall be responsible for the maintenance of the streets and roadways to be used by public and local traffic through and adjacent to the construction zone, from the date of "Notice to Proceed" until the date of acceptance of the completed construction improvements.

Upon request from the City for information pertaining to a claim against the contractor, contractor shall provide a written/email response, including all requested information, within 14 calendar days of City’s request. If a response with all requested information is not provided to the City within 14 calendar days, a penalty of $500 per calendar day will be assessed to the Contractor by the City. 5-13 PUBLIC CONVENIENCE AND SAFETY.
5-13.1 General.

The Contractor shall provide and install barricades, delineators, warning devices and construction signs in accordance with the Work Area Traffic Control Handbook (WATCH) prepared by the Redlands Regular Meeting of 2-4-2025 744 of 995
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Southern California Chapter of the American Public Works Association. During adverse weather or unusual traffic or working conditions additional devices shall be placed as directed by the engineer.

1. For placing of barricades - $15.00 per barricade for each day or part thereof.

For flashers - $15.00 per flasher for each day or part thereof.

For traffic cones - $7.50 per cone for each day or part thereof.

Clearances from traffic lanes shall be 5 feet to the edge of any excavation and 2 feet to the face of any curb, pole, barricade, delineator or other vertical obstruction.

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A 4 foot wide pedestrian walkway shall be maintained in the parkway area on each side of all streets, unless otherwise authorized by the Engineer. The minimum clearance from: the edge of pedestrian walkways to any traffic lane shall be 5 feet; the edge of pedestrian walkways to any work zone shall be 3 feet; and the surface of pedestrian walkways to any overhead obstruction shall be 7 feet.

Traffic control devices shall be marked with the Contractor’s name as appropriate. At no time shall any traffic control devices marked with companies or agencies other than the Contractor or subcontractors, be utilized within the work area.

If the traffic control devices are deemed unacceptable by the Engineer due to being damaged, dirty, or marked incorrectly, the Contractor shall replace the traffic control devices immediately. Should the Contractor fail to furnish traffic control devices within three (3) hours after being notified, the Owner will place such necessary items and the Contractor shall be liable to the Owner for providing such devices in accordance with the provisions above.
5-13.1.1 Vehicular Access.

All construction traffic signage shall be in place prior to commencing any work, placed as needed during construction, moved as necessary and removed only upon completion of all work.

When a Traffic Signal is constructed as a part of the project, the Contractor shall place and maintain for one calendar month, a message board for each approach leg to a new traffic signal. The message board shall read “CAUTION - NEW TRAFFIC SIGNAL”. The one month period shall Redlands Regular Meeting of 2-4-2025 746 of 995
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begin from the day of activation. This requirement may be lessened or waived, on a case-by-case basis, by the Engineer.

All traffic cones shall be no less than 28 inches in height, except that shorter cones, 12 inches minimum height, may be permitted during striping maintenance operations where the only function of the cone is to separate traffic from the wet paint. All barricades used to delineate traffic at night or placed in or adjacent to the traveled roadway at night, shall be equipped with flashing warning lights.

Channelizers shall be required when lane restrictions, detours or other work conditions need to be maintained for periods longer than normal work hours. Channelizers shall be surface-mounted type and shall be furnished, placed and maintained at the locations shown on the plans or as approved by the Engineer and shall conform to these specifications. Channelizers shall be, at the Contractor’s option, one of the following types, or approved equal: (1) Safe-Hit SH236SMA; (2) Repo “The Replaceable Post”; or (3) Carsonite, “Super Duck” SDF-436.SDF-436. 5-13.2 Traffic Control Plan
The Contractor shall provide a Traffic Control Plan to the agency for approval prior to the scheduled commencement of work. Comments and corrections shall be returned to the Contractor within five (5) working days.

The Contractor shall be required to maintain one lane in each direction when working on the roadway.

Access to schools, businesses, etc. shall be maintained as necessary for their operations. If closures are authorized by the Engineer, all detour signage shall be installed prior to closure of specified portion of roadway(s), and shall be maintained during closure.

The Contractor shall make provision to allow pedestrians full access across work areas at existing crosswalks, while working within those areas.

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a. All major streets shall remain open to through-traffic at all times, residential street will be closed to traffic only as long as it takes for material application and drying time.
b. The Traffic Control Plan shall indicate the traffic control requirements for the different types of work to be performed. The Contractor shall be responsible for the preparation of Plans as necessary for specific items of work. These Plans shall be approved by the City's Engineer. c. All traffic controls and safety devices, equipment and materials, including but not limited to cones, delineators, flashing warning lights, barricades, high level warning devices (flag trees), flags, signs, markers, portable barriers, flashing arrow signs, markings, and flagging equipment shall be provided and maintained in "like new" condition.
d. The Contractor shall furnish and properly install, construct, erect, use, and continuously inspect and maintain, twenty-four (24) hours per day, seven (7) days per week, all said devices, equipment and materials and all temporary and permanent pedestrian and driving surfaces as necessary to provide for the safety and convenience of, and to properly warn, guide, control, regulate, channelize and protect the vehicular traffic, pedestrian traffic, project workers, and the public throughout the entire limits of the work activity and beyond said limits as necessary to include area affecting or affected by the work, from the start of work to the completion of the work.

In the event the slurry and cape seal ravels, a "loose gravel" (C6) sign shall be placed to adequately warn the public.
e. High-level warning devices (flag trees) are required at all times for any work being performed within the roadway unless otherwise specifically authorized by the City's Engineer.
f. All barricades shall be equipped with flashing warning lights, and all traffic cones shall be no less than twenty-eight inches (28") in height, except that shorter cones, twelve inches (12") high or higher, may be used during striping maintenance operations where the only function of the cones is to protect the wet paint from the traffic.
g. Type III barricades, no less than six feet (6') in length and equipped with two (2) Type "N" markers each and two (2) flashing warning lights each, shall be used to close streets, except as otherwise specifically authorized in advance by the City's Engineer for minor maintenance work of no more than one (1) working days duration on weekdays, or on holidays only, and between 8:00 a.m. and 3:30 p.m. only. Said barricades shall be placed across the full roadway at each point of closure with the distance between Redlands Regular Meeting of 2-4-2025 748 of 995
GC 24
barricades or between barricades and curbs, not exceeding three feet (3'), except that one (1) eleven-foot (11')-wide gap between barricades shall be provided at the center of the street. Barricades to the right of the street's center, facing the inbound vehicular traffic, shall also be equipped with one (1) Type C2 "Road Closed" sign each or one (1) Type C3A "Road Closed to Thru Traffic" sign each.
h. Except for residential streets, as otherwise directed and/or authorized by the City's Engineer, two-way vehicular traffic shall be maintained at all times within two (2) eleven foot (11')-wide lanes on streets, having an effective roadway width of forty-four feet (44') or more with restricted parking, and other streets of lesser widths may be reduced to one (1) twelve-foot (12') wide lane with work activity being limited to one side at a time, and with one-way vehicular traffic being maintained at all times by properly trained and experienced flaggers.

No reduction of the traveled way width shall be permitted on any City street before 8:00 a.m. nor after 3:30 p.m., on weekends or holidays, or when active work is not being done, unless prior authorization to do so is granted by the City's Engineer.

Redlands Regular Meeting of 2-4-2025 749 of 995
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k. Any traffic control and safety devices and equipment being used which becomes damaged, destroyed, faded, soiled, misplaced, worn out, inoperative, lost, or stolen shall be promptly repaired refurbished and/or replaced, and any traffic control and safety devices and equipment being used which are displaced or not in an upright position from any cause, shall be promptly returned or restored to their proper position. l. An unobstructed view of all signs and warning devices including but not limited to stop signs, stop ahead signs, street names signs, and other regulatory, warning and construction signs, markers, and warning devices shall be maintained at all times. No trucks or other equipment or materials shall be stopped, parked, or otherwise placed so as to obscure said signs, markers, and devices from the view of vehicular and/or pedestrian traffic to which it applies.
m. When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall yield to said public traffic at all times, except where the traffic is being controlled by police officers, fire officers, properly trained and experienced flaggers, or at traffic signalized intersections.
n. Stockpiling and/or storage of materials on any public right-of-way or parking areas will not be allowed without specific permission of the Engineer. Materials spilled along or on said right-of-way or parking areas shall be removed completely and promptly. All stockpile and/or storage areas shall be kept in a safe, neat, clean, and orderly fashion, and shall be restored to equal or better than original condition upon completion of the work.
o. Where vehicular access to abutting property must be restricted, the work shall be so selected, arranged, and scheduled that the person(s) requiring access to said abutting property and/or residents along said streets affected will be able to park within a reasonable distance of not more than five hundred feet (500') from their homes and/or destination. Residents must be supplied written notice of such restrictions a minimum of 48 hours in advance.
p. When work has been completed on a particular street or has been suspended or rescheduled, and said street is to be opened to vehicular traffic, all equipment, "NO PARKING" signs, other obstructions, and unnecessary traffic control devices and equipment shall be promptly removed from that street except as otherwise authorized or directed by the City's Engineer. q. Should the Contractor be neglectful, negligent, or refuse, fail, or otherwise be unavailable to promptly, satisfactorily, and fully comply with the provisions specified and referred to hereinabove, the City reserves the right Redlands Regular Meeting of 2-4-2025 750 of 995
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to correct and/or mitigate any situation, which in the sole opinion of the City's Engineer constitutes a serious deficiency and/or serious case of noncompliance, by any means at its disposal at the Contractor's and/or permittee's expense, and will deduct the cost therefore from the Contractor's progress and/or final payment. Such corrective action taken by the City shall not reduce or abrogate the Contractor's legal obligations and liability for proper traffic control and safety measures, and shall not serve to transfer said obligations and liabilities from the Contractor to the City or the City's agents.
r. Violations of any of the above Provisions and/or Provisions of the referenced publications, unless promptly and completely corrected to the satisfaction of the City's Engineer, shall at the sole discretion of the City, be grounds for termination of the Contract, or shut down or partial shutdown of the work, without compensation to the Contractor and/or permittee, or liability to the City, all as prescribed by Contractual obligation or State law, whichever is applicable.

5-13.3 Edison Energized Conductors. The Contractor hereby promises and agrees that in the performance of the Work, he will employ and utilize only qualified persons, as hereinafter defined, to work in proximity to Edison's secondary, primary and transmission facilities. The term "qualified person" is defined as follows:
"Qualified Person". A person by reason of experience or instruction is familiar with the operation to be performed and hazards involved.

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(a) Liability for damages for (1) death or bodily injury to persons, (2) injury to loss or theft of property, (3) any other loss, damage or expense arising under either (1) or (2) above, sustained by the Contractor or any person, firm or corporation employed by the contractor upon or in connection with the work called for in this agreement, except for the liability resulting from the sole negligence or willful misconduct of the City, its elected officials and their officers, employees and agents who are directly employed by the City and the Consultant; and (b) any injury to or death of persons or damage to property caused by any fault, neglect, default or omission of the Contractor, or any person, firm or corporation employed by the Contractor, either directly or by independent contract, including all damages due to loss or theft, sustained by any person, firm or corporation, including the City, arising out of, or in any way connected with the work covered by this agreement, whether said injury or damage occurs either on or off City property, provided that any of the foregoing (1) is attributable to personal injury, bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the work itself), including the loss of use resulting there from, and (2) is caused in whole or in part by any act or omission of the Contractor, any subcontractor, any supplier, anyone directly or indirectly employed by any of them or anyone for whose act or omissions any of them may be liable, regardless of whether or not caused in part by any act or omission (active, passive, or comparative negligence included, excepting the active negligence of the District) of a party indemnified hereunder.
(c) The Contractor, at its own expense, cost, and risk shall defend any and all actions, suits or other proceedings that may be brought or instituted against the City, its elected officials, officers, agents and employees and the Consultant, against any such claim, demand or liability, and shall pay or satisfy any judgment that may be rendered against the City, its elected officials, officers, agents or employees, in any such action, suit or other proceedings as a result thereof.
5-15 NO PERSONAL LIABILITY. Neither the City Council, the Engineer, the Consultant, nor any other officer or authorized assistant or agent shall be personally responsible for any liability arising under the contract.
5-16 CONTRACTOR'S RESPONSIBILITY FOR WORK. Except as provided above, until the formal acceptance of the Work by the City, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part thereof by the action of the elements or from any other cause, whether arising from the execution or from the non-execution of the Work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof, except such injuries or damages occasioned by act of the federal government or the public enemy.

The City of Redlands shall not be held responsible for the care or protection of any material or parts of the work prior to final acceptance, except as expressly provided in these specifications.

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The City shall not be responsible for security of the Contractors equipment or materials at the site.

The City will not be responsible for theft or damage to any property or materials of the Contractor.

Security for Contractor’s property shall be the responsibility of the Contractor. 5-17 WARRANTY OF WORK. The Contractor shall guarantee the Work against defective materials or workmanship for a period of (1) year from the date of completion date specified in the Notice of Completion, except where longer warranty periods are specifically stated. As specified in Section 2-4 in the GENERAL CONDITIONS, the Performance Bond shall remain in full force and effect during the warranty period.

All work which has been rejected, shall be remedied, or removed and replaced, by the Contractor at his own expense, with work conforming to the Plans and Specifications. Any defective material or workmanship which may be discovered before final acceptance or within (1) one year from the completion date specified in the Notice of Completion shall be corrected immediately by the Contractor at his own expense notwithstanding that it may have been overlooked in previous inspections and estimates. Failure to inspect work at any stage shall not relieve the Contractor from any obligation to perform sound and reliable work as herein described. It is the Contractor's ultimate responsibility to deliver at the time of final acceptance a complete project that complies in all details with these Contract Documents. All items shall be ready to operate.

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The warranty provided herein shall not be in lieu of, but shall be in addition to any warranties or other obligations otherwise imposed by the Contract Document or by law. The remedies provided herein shall not be exclusive and the Owner shall be entitled to any and all remedies provided by law. 5-18 NOTIFICATION OF RESIDENTS/BUSINESSES. The Contractor shall notify all residents, firms, institutions, agencies, and utility companies which may be affected by the work.

Said firms, institutions, agencies, and utility companies which must be notified of proposed work shall include, but are not limited to the following: public schools, private schools, day care centers, postal service, hospitals, governmental services, police department, fire department, ambulance services, Omnitrans, solid waste collection, and City street sweeping.

The Contractor will provide City with the dates and addresses of when project notifications are delivered to affected properties. City will verify the notification process is completed in compliance with the requirements of the specifications. Work will commence when City approves Contractor’s compliance with the requirements set forth in the specifications.

If on-street parking is affected, the Contractor shall also post pre-approved "NO PARKING-TOW WAY" signs on 1 x 2 wood stakes or barricades at one hundred foot (100’) maximum spacing along the affected areas of the street, 48 hours prior to the start of the work. The "NO PARKING-TOW AWAY" signs shall contain the day, date, and hours that parking will be prohibited on that particular street and a statement that parked vehicles will be towed away at owner's expense per California Vehicle Code CVC 22651L and CVC 22654D. The Contractor shall maintain said signs throughout the day of work, and shall start the removal of said signs by 4:00 p.m. and complete the removal by 6:00 p.m. on said day of work or as otherwise directed by the Engineer.

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The Contractor shall document the day, date, and time the signs are installed because the no parking restriction cannot be enforced until the signs have been in place 24 hours. Posting of signs on trees, utility poles, light standards and other existing parkway improvement is strictly forbidden.

In the event scheduled work is delayed, theContractor shall immediately remove all "NO PARKING" signs. The contractor must notify all previously notified, in person and with printed notices, that the work will be rescheduled and that they will be re-notified 48 hours in advance. The Contractor shall have an adequate supply of approved notifications for distribution to residents.

Full compensation for conforming to these requirementsshall be considered as included in the various Contract items of work involved, and no additional compensation will be allowed therefore.

Failure to comply with this section shall result in a penalty assessment imposed of up to $10,000 per violation at the City’s discretion.

SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. - Add the following paragraph:

Contractor shall notify Underground Service Alert (USA) at 1 (800) 227-2600, two working days prior to starting work, and must submit verification number to the City prior to starting work. 6-1.2 Commencement of the Work. - Amend the second sentence as follows:
“The work shall start within 10 days thereafter, and be diligently prosecuted to completion within the Contract Time.”
6-3 TIME OF COMPLETION.
6-4.1 General. - Add the following paragraphs:

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6-9 LIQUIDATED DAMAGES. The value of liquidated damages noted in this section is amended to five hundred dollars ($500) per working day.
6-10 NOTICE AND SERVICE THEREOF. Any notice required or given by one party to the other under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by duly authorized representative of such party. Any such notice shall not be effective for any purpose whatever unless served in the following manner:

Notice shall be given to the Surety, or any other person, by personal delivery to said Surety or other person, or by depositing the same in the United States Mail, enclosed in a sealed envelope addressed to such Surety or persons at the address of said Surety or persons last communicated by him to the party giving the notice, certified and with postage prepaid.

City of Redlands
Municipal Utilities & Engineering Department
P.O. Box 3005
35 Cajon Street, Suite 15A
Redlands, CA 92373
6-11 PUBLIC RECORDS ACT. All documents, Plans, specifications and all other information relating to the conduct of the City’s business, including information submitted by the Contractor, shall become the exclusive property of the City and except as provided by law shall be deemed public records. Said information shall be subject to the provisions of the California Public Records Act (Government Code Sections 6250 et seq.).

Under no circumstances will the City be responsible or liable to the Contractor, submitter or any other party for the disclosure of any records or information submitted to the City, regardless of whether such records or information are labeled “Trade Secret”, “Confidential”, or “Proprietary” (or words to similar effect) and regardless of whether the disclosure is required by law or a court order or occurs through inadvertence, mistake, or negligence on the part of the City or its officers, employees, and/or Contractors.

The City will not advise as to the nature or content of documents entitled to protection from disclosure under the California Public Records Act, including interpretations of the Act or the definition of “Trade Secret”. The submitting party shall be solely responsible for all determinations made under the Act, and where appropriate for clearly and prominently marking each and every page or sheet of Redlands Regular Meeting of 2-4-2025 756 of 995
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information with “Trade Secret”, “Confidential”, or “Proprietary”. Each submitting party is advised to contact its own legal counsel concerning the California Public Records Act and its applicability to the submitting party’s own circumstances.

In the event of litigation concerning the disclosure of any information submitted by the submitting party, the City’s sole involvement will be as a stakeholder, retaining the information until otherwise ordered by a court. The submitting party, at its sole expense and risk, shall be responsible for any and all fees and costs for prosecuting or defending any action concerning the information, and shall indemnify and hold the City harmless from all costs and expenses including attorneys’ fees, in connection with such action.

SECTION 7 - MEASUREMENT AND PAYMENT
7-3 PAYMENT.
7-3.2 Partial and Final Payment. - Delete and replace with the following:

If, in the opinion of the Engineer, work is not progressing according to the approved schedule, payments may be withheld until the Contractor returns to the approved schedule.

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As provided by paragraph 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the City to ensure performance under the Contract.

The Escrow Agreement to be used is set forth in Public Contract Code section 22300. 7-3.3 Delivered Materials. - Delete and replace with the following:

No payment will be made for materials or equipment delivered but not yet incorporated in the work. 7-4.2.6 Extras. Without invalidating the Contract, the City may order extra work or make changes by altering, adding or deducting from the work, the Contract sum being adjusted accordingly and the consent of the Surety being first obtained where necessary or desirable. All the Work of the kind bid upon shall be paid for at the price stipulated on the proposal, and no claims for any extra work or material shall be allowed unless the work is ordered in writing by the engineer and the price is stated in such order.
7-4.2.7 Claims for Extra Costs. No claim for extra work or cost shall be allowed unless the same was done in pursuance of a written order by the Engineer, as aforesaid, and the claim presented with the first estimate after the changed or extra work is done. When work is performed under the terms of the General Conditions, the Contractor shall furnish satisfactory bills, payrolls, and vouchers covering all items of cost and when requested by the City, give the City access to accounts relating thereto.

SECTION 8 - FACILITIES FOR AGENCY PERSONNEL
This section is deleted in its entirety.

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SECTION 10 - TRENCHING AND EXCAVATION
10-1. If this contract involves digging trenches or other excavations that extend deeper than (4) feet below the surface, the following shall be done pursuant to California Public Contract Code Section 7104:

A. That the Contractor shall promptly and before the following conditions are disturbed, notify the City in writing, of any:
(1) Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II or Class III disposal site in accordance with provisions of existing law. (2) Subsurface or latent physical conditions differing from those indicated. (3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract.

B. That the City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor’s cost of, or the time required for, performance of any part of work shall issue a change order under the procedures described in the contract.

SECTION 11 - REMOVAL, RELOCATION OR PROTECTION OF

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11-3. The Contractor shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of the City, or the owner of the utility to provide for removal or relocation of such utility facilities.

11.5. Nothing herein shall preclude the City from pursuing appropriate remedy against the utility for delays which are the responsibility of the utility.

11.8. Contractor shall comply with Government Code Section 4216 through 4216.9.

SECTION 200 - ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS.
200-2.1 General. - Amend the first paragraph as follows:
“Materials for use as untreated base or subbase shall be classified in the order of preference as follows:

Crushed Aggregate Base
Crushed Miscellaneous Base
Pulverized Miscellaneous Base.”
200-2.4.1 General. - Delete the second sentence and replace with the following:
“The material shall be free of deleterious material as defined in 200-1.1.” 200-2.4.2 Grading. - Amend the first sentence of paragraph 1 as follows:
“The material shall be uniformly graded and shall conform to the ‘fine’ gradations:” Redlands Regular Meeting of 2-4-2025 760 of 995
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200-2.5.1 General. - Delete the third sentence and replace with the following:
“The material shall be free of deleterious material as defined in 200-1.1.” 200-2.8.1 General. - Amend as follows:

Delete the second sentence of paragraph 1 and replace with the following:
“Pulverized miscellaneous base may contain underlying base material.” Delete the third sentence of paragraph 1 and replace with the following:
“The material shall be free of deleterious material as defined in 200-1.1.” SECTION 201 - CONCRETE, MORTAR AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE.
201-1.1.1 General - Add the following paragraph:

The Contractor shall furnish the Engineer in the field with a copy of the mix design to be used, and with a legible certified weighmaster's certificate for each load of PCC delivered to the project.

PCC delivered to the project site having a water content and/or slump greater than that specified in the mix design, shall be rejected and removed from the project site. 201-1.1.2 Concrete Specified by Class and Alternate Class - Amend Table 201-1.1.2.(A) as follows:

SECTION 203 - BITUMINOUS MATERIALS
203-3 EMULSIFIED ASPHALT.
203-3.1 General. - Modify the section by adding the following:

Asphalt emulsion shall be a QUICKSET ANIONIC OR CATIONIC EMULSIFIED ASPHALT conforming to the requirements of Subsection 203-1.3, “Test Reports and Certification”, and Subsection 203-1.2, “Testing Requirements” of the Standard Specifications.

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The latex additive shall be Ultra Pave 70 (for anionic) or Ultra Pave 65 K (for cationic) or an approved equal. The latex shall be added at the emulsion plant after weighing the asphalt and before the addition of mixing water. The latex shall be added at a rate of two to two-and-one-half (2 to 225) parts to one-hundred (100) parts of emulsion by volume. 203-5 SLURRY SEAL.
203-5.1 General. - Delete the sentence and replace with the following:

Slurry seal shall be emulsion-aggregate slurry (EAS) conforming to 203-5.4. 203-5.2 Mix Design. - Modify the section by adding the following:
(f) Admixtures, such as Portland Cement or aluminum sulfate may be mixed into the slurry material to adjust curing time such that the applied slurry can support vehicular traffic within 60 minutes.
(g) Use of slag shall not be permitted.
(h) Deliveries of aggregate and emulsion shall not be made without the engineer present.

Emulsion is not to be transferred to an on-site storage tanker without the sieve test performed by the City.
203-5.3.2 Grading. - Delete the sentence and replace with the following:

The combined aggregate gradation shall be determined in accordance with ASTM C136 and conform to Type II requirements shown in Table 203-5.3.2 (A). 203-5.4.1 General. – Modify the paragraph and replace with the following:

EAS shall be a stable mixture of emulsified asphalt, aggregate, water, a set control agent, and latex.

EAS shall be Type II-CQS-1h-EAS.
203-5.4.2.1 Aggregate. – Delete the sentence and replace with the following:

Aggregate shall be Type II conforming to 203-5.3.
203-5.4.2.2 Emulsified Asphalt. – Modify the first paragraph and replace with the following:

Emulsified asphalt shall be quick-set, and contain latex. Quick-set emulsified asphalt shall be CQS-1h conforming to 203-3.
203-6 ASPHALT CONCRETE.
203-6.1 General. - Add the following paragraph:

Unless otherwise approved by the Engineer, asphalt concrete for paving shall be C2-PG 64-10 (1/2”) for finish paving or B-PG 64-10 (3/4”) for base paving. Asphalt concrete for Type D1 or Type D2 curb shall be D2 –PG 70-10.

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SECTION 206 - MISCELLANEOUS METAL ITEMS
206-7 TRAFFIC SIGNS.
206-7.1 General. The Contractor shall furnish or relocate and erect all traffic signage as required and specified.

All new traffic signage shall be a minimum of the encapsulated lens (high intensity) type, have an anti-graffiti protective covering and be installed on new posts. All traffic signage to be relocated shall be installed on new posts.
206-7.2 Protective Covering. Anti-graffiti protective covering shall be Type 1150-POF, manufactured by 3M Company, or approved equal.
206-7.3 Post and Base. New posts and bases shall be Ultimate Sign Support System as manufactured by Western Highway, or approved equal.

SECTION 207 – GRAVITY PIPE
207-2 REINFORCED CONCRETE PIPE (RCP).
207-2.1 General. - Add the following sentences to paragraph 2:

The minimum D-load for any RCP shall be 1,350. The minimum size for RCP shall be 18 inches (457 mm) unless otherwise approved by the Engineer.

The City will complete assurance testing throughout the project by an independent testing firm.

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SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT

MARKINGS, AND PAVEMENT MARKERS
214-4 PAINT FOR STRIPING AND MARKINGS.
214-4.1 General. - Amend the first sentence in paragraph 4 as follows:
“Glass beads conforming to 214-3 shall be mechanically applied at a rate of 0.6 to 0.8 kg of beads per liter (5 to 7 pounds of beads per gallon).”
SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING.
300-1.1 General. - Amend as follows:

Amend paragraph 3 as follows:
“The natural ground surface shall be cleared of all vegetable growth, such as trees, logs, upturned stumps, roots of downed trees, brush, grass, weeds, shrubs, ground cover, tree stumps, decorative landscape rocks, edging, railroad ties, other decorative landscape treatments, boulders, rock, portland cement concrete, and all other objectionable materials, within the limits of construction.” Add the following paragraphs:

All debris removed from the project site under this item shall be disposed of at an approved dump site. All transportation costs and dump fees shall be borne by the Contractor.

Clearing and Grubbing shall include, but is not limited to, the following:

1. Removal of existing AC berms.

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5. Removal and disposal of boulders, rock or PCC.

6. All trees and shrubs less than 3m (9 ft) directly above the entire sidewalk surface shall be trimmed and removed by the contractor to allow a clear path of travel for pedestrians.

7. Irrigation system relocation:

All trees, shrubbery and lawns deprived of normal irrigation watering due to a disruption of service caused by the Contractor’s operations shall be regularly and thoroughly irrigated by the Contractor so that said plantings will not be damaged. If any trees, shrubbery or lawns die or suffer unacceptable damage as a result of or precipitated by the Contractor’s operations the Contractor shall replace same with the same plant species and size. Existing grass lawns within areas that must be excavated and/or re-graded shall be cut into approximate 305 mm (1 ft) squares, removed, protected, cared for and replaced as soon as possible. Dead, dying, and unacceptably damaged grass shall be replaced with new grass sod.

9. Removal and disposal of existing drainage inlet structure and PCC or AC apron.

10. The Contractor shall dispose all materials not being salvaged outside of the right-of-way and shall pay for all costs for disposal.

11.Removal and disposal of any abandoned utilities that may interfere with the improvements.

12.Self-propelled drop hammers will not be allowed for removals. 300-1.3.1 General. - Add the following paragraphs:

The Contractor shall dispose portland cement concrete, stone rubble, and brick at an approved dump site.

All reprocessed asphaltic cement concrete may be placed as the lower course of crushed aggregate base material. If the Contractor chooses not to reprocess the material, disposal at an approved Redlands Regular Meeting of 2-4-2025 765 of 995
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dump site shall be required. All costs for disposal shall be borne by the Contractor. If the Contractor chooses to reprocess material, it shall be protected and remain contaminate-free, otherwise disposal at an approved dump site will be required with all costs borne by the Contractor.

All reprocessed asphaltic cement concrete to be used as crushed aggregate base shall be ground to conform to Section 200-2.2.
300-1.3.2 (a) Bituminous Pavement. - Amend the following:

Amend the second sentence as follows:
“Saw cutting of edges to be joined shall be with a power-driven saw. The groove shall be cut to a minimum depth of 4 inches (102 mm).”
Amend the third sentence as follows:
“Where bituminous pavement is to be removed, a cold mill header cut of maximum 6 feet (1.8 m) in width perpendicular to the join line shall be made, and a minimum laying depth of 1 inch (25mm) of new pavement material shall be provided at the join line.” Amend the fourth sentence as follows:
“The edges of existing concrete pavement adjacent to the trench shall be saw cut to neat straight lines for the purpose of removing the damaged pavement areas.” Add the following sentence:

Work under this item shall include asphalt concrete berms. 300-1.3.2 (b) Concrete Pavement. - Amend the following:

Amend the second sentence as follows:
“Saw cuts shall be made to a minimum depth of 4 inches (102 mm).” Amend the third sentence as follows:
“If a saw cut in concrete pavement falls within 5 feet (1.5 m) of a construction joint, cold joint, expansion joint, or edge, the concrete shall be removed to the joint or edge.” 300-1.3.2 (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways and Alley Intersections. - Amend the following:

Redlands City CouncilFebruary 4, 2025

Redlands City Council
February 4, 2025