Redlands City Council
September 2, 2025

562393 - DISH Network

(Lessor’s name and title)
[Enclosures]
P.S. Please indicate below if you are interested in learning more about removing the obligation for you to sign these consent letters and receive a notice letter instead. ☐ (check here) Yes, I’m interested in learning more.

RECORDING REQUESTED BY

WHEN RECORDED MAIL TO

SOUTHERN CALIFORNIA EDISON COMPANY
2 INNOVATION WAY, 2nd FLOOR
POMONA, CA 91768
Attn: Title and Real Estate Services
Mail Tax Statements to: N/A
SPACE ABOVE THIS LINE FOR RECORDER’S USE
SCE Doc. No.

GRANT OF

EASEMENT
DOCUMENTARY TRANSFER TAX $ NONE
VALUE AND CONSIDERATION LESS THAN $100.00)

DISTRICT
Redlands

SERVICE ORDER
TD2006918
SERIAL NO. MAP SIZE
_____________________ SCE Company
SIG. OF DECLARANT OR AGENT DETERMINING TAX FIRM NAME
GVM MT-8668-C
APN 0170-302-06,
17, and 18
APPROVED:

REAL

PROPERTIES
(M.A.R. / S.L.H.)
BY
SLS/BT
DATE
04/25/2025

CITY OF REDLANDS, a municipal corporation, (hereinafter referred to as “Grantor”), hereby grants to SOUTHERN CALIFORNIA EDISON COMPANY, a corporation, its successors and assigns (hereinafter referred to as “Grantee”), a nonexclusive easement and right of way to construct, use, maintain, operate, alter, add to, repair, replace, reconstruct, inspect and remove at any time and from time to time underground electrical supply systems and electric distribution related communication systems (hereinafter referred to as “systems”), consisting of wires, underground conduits, cables, vaults, manholes, handholes, and including above-ground enclosures, markers and concrete pads and other appurtenant fixtures and equipment necessary or useful for distributing electrical energy and for transmitting intelligence, data and/or communications (eg. through fiber optic cable), in, on, over, under, across and along that certain real property in the County of San Bernardino, State of California, described as follows:

FOR LEGAL DESCRIPTION, SEE EXHIBITS “A” AND “B”, BOTH ATTACHED HERETO AND MADE A PART HEREOF.

Grantor further grants, bargains, sells and conveys unto the Grantee the right of assign and apportion the easement, in whole or in part, for the intended uses described herein.

Grantor agrees for himself, his heirs and assigns, not to erect, place or maintain, nor to permit the erection, placement or maintenance of any building, planter boxes, earth fill or other structures except walls and fences on the above described real property. The Grantee, and its contractors, agents and employees, shall have the right to trim or cut tree roots as may endanger or interfere with said systems and shall have free access to said systems and every part thereof, at all times, for the purpose of exercising the rights herein granted; provided, however, that in making any excavation on said property of the Grantor, the Grantee shall make the same in such a manner as will cause the least injury to the surface of the ground around such excavation, and shall replace the earth so removed by it and restore the surface of the ground to as near the same condition as it was prior to such excavation as is practicable.

To the extent that Grantee, in the exercise of its discretion, determines that this easement is no longer needed, then upon written request, Grantee shall execute a quitclaim deed on a mutually acceptable form at no cost to Grantor.

Redlands Regular Meeting of 09-02-25 367 of 1096
2 DSE802472996
TD2006918
EXECUTED this _____ day of _______________________, 20____.

GRANTOR
CITY OF REDLANDS, a municipal corporation
____________________________________
Signature
____________________________________
Print Name
____________________________________
Title
A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California )

County of )

On _______________________ before me, , a Notary Public, personally appeared , who proved to me on
the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature _______________________________ (Seal)
Redlands Regular Meeting of 09-02-25 368 of 1096
3 DSE802472996
TD2006918
EXECUTED this _____ day of _______________________, 20__.

GRANTEE

SOUTHERN CALIFORNIA EDISON COMPANY,
a corporation
____________________________________
Signature
____________________________________
Print Name
____________________________________
Title
A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California )

County of )

On _______________________ before me, , a Notary Public, personally appeared , who proved to me on the basis of
satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature _______________________________ (Seal)
Redlands Regular Meeting of 09-02-25 369 of 1096
EXHIBIT "A"

LEGAL DESCRIPTION
APN: 0170-302-06, -17, & -18

UNDERGROUND ELECTRICAL DISTRIBUTION EASEMENT
IN THE CITY OF REDLANDS, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA.

A 6.00 FOOT WIDE STRIP OF LAND LYING WITHIN LOT 15 OF CHICAGO COLONY

RESERVATION, IN THE CITY OF REDLANDS, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 3, PAGE 75 OF MAPS, IN THE OFFICE OF

THE COUNTY RECORDER OF SAID COUNTY, THE CENTERLINE OF SAID STRIP IS DESCRIBED AS FOLLOWS:

COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF INDEPENDENCE

AVENUE, WITH THE CENTERLINE OF DEARBORN STREET, AS SAID INTERSECTION IS SHOWN ON MAP OF TRACT NO. 9330, AS PER MAP FILED IN BOOK 132, PAGES 48 AND 49 OF MAPS, IN THE OFFICE OF SAID COUNTY RECORDER;
THENCE ALONG THE CENTERLINE OF SAID DEARBORN STREET, SOUTH 00°15'20" EAST 344.85 FEET;
THENCE LEAVING THE CENTERLINE OF SAID DEARBORN STREET, NORTH 89°44'40" EAST 210.87 FEET TO THE TRUE POINT OF BEGINNING;
THENCE SOUTH 45°14'25” WEST 7.37 FEET;
THENCE SOUTH 74°14'42" EAST 182.74 FEEТ;
THENCE SOUTH 81°19'27" EAST 27.71 FEEТ;
THENCE SOUTH 36°18'14" EAST 27.00 FEET TO THE POINT OF TERMINUS.

THE SIDELINES OF SAID STRIP ARE TO BE PROLONGED OR SHORTENED TO JOIN AT THE ANGLE POINTS.

FOR SKETCH TOО АССОMPANY LEGAL DESCRIPTION, SEE EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF.

Prepared by me or under my supervision:

Dated: May 15 2025 QE

PROFESSIONAL

GISTERED
GLENNM.BAKKA ENGINEER
No. C-18619
Exp30-25
lon M Bakke Glenn M. Bakke R.C.E. #18619 Exp. 06-30-2025 STATE OF CALIFORNIA CIVIL
Sheet 1 of 1
DSE802472996
TD2006918
Redlands Regular Meeting of 09-02-25 370 of 1096
N
POC
344.85'
الی
30' 30'
SHEET 1 OF 1
EXHIBIT "B"
N89*45'10"E D INDEPENDENCE
AVENUE
LOT 41
APN:
0170-441-20
LOT 40
APN:
0170-441-21
LOT 39
APN:
0170-441-22
LOT 44
APN:
0170-441-17
LOT 43
APN:
0170-441-18
LOT 42
APN:
0170-441-19
44' TRACT NO. 9330
M.В. 132/48-49
30'
PER DEED REC. 07/24/2024
DOC. #2024-0172895, O.R.

APN:
0170-302-07
P
105.10'
N63*29'00"E
105.39'
N52*00'00"Е
N89*45'10"E 586.19'
POR. LOT 15 OF

CHICAGO COLONY RESERVATION
M.B. 3/75

DEARBORN STREET
S00*15'20"E
N00*15'20"W
134.37'
トー
ТРОВ
N89*44'40"E
210.87'
N68*05'02"W
-S45°14'25"W
ニュー7.37'
S74'14'42"E
182.74'
S81°19'27"E

27.71'

PROFESSIONAL
LENNM.BAKK REGISTERED

ENGINEER
*
No. C-18619
Exp (0-30-25 *

STATEOF CALIFORNIA
CIVIL
Dated May 1s, 2025
.atke
Glenn M. Bakke R.C.E.# 18619 Exp. 6-30-25
D
APN: 0170-302-06.
-17, & -18

SCE EASEMENT
6' WIDE
S36'18'14"E

27.00'
MILL
457.81'

CREEK ZANJA
LEGEND
L

DENOTES

SCE EASEMENT AREA
POC = POINT OF COMMENCEMENT
ТРОВ = TRUE POINT OF BEGINNING
80 0 80 160
scale 1"= 80'’ feet
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City Council Meeting I. 22.

DATE: 09/02/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Authorize a Sourcewell purchase from Mobile Modular for a mobile office for use at the Wastewater Treatment Plant for an amount not-to-exceed $123,402.75 (Municipal Utilities and Engineering Director Harris)
MOTION(S):

If City Council determines the staff recommendation is appropriate, the following motion is provided:

I move that the City Council authorize a Sourcewell purchase of a mobile office from Mobile Modular for use at the Wastewater Treatment Plant for an amount not-to-exceed $123,402.75.

1. RECOMMENDATION:

Staff recommends City Council authorization of a Sourcewell purchase of a mobile office from Mobile Modular for use at the Wastewater Treatment Plant for an amount not to exceed $123,402.75.

DISCUSSION:

Recently, the Municipal Utilities and Engineering Department increased staffing by adding one (1) Wastewater Facilities Maintenance Supervisor position. This position will coordinate and oversee all maintenance activities at the wastewater treatment plant (WWTP), and was filled in July 2025 to allow the new employee to be involved in the WWTP Phase 2 Improvement Project construction. A mobile office is needed to provide a dedicated on-site workspace for the Supervisor, improve coordination between staff and contractors during construction, and offer secure storage for maintenance records and project materials.

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Sourcewell, formerly known as the National Joint Powers Alliance (NJPA), is a national cooperative purchasing program serving government agencies, educational institutions, tribal entities, and non-profit organizations. The City of Redlands is a Sourcewell member in good standing. The Sourcewell procurement process is competitive and meets the City’s procurement requirements. Mobile Modular is a Sourcewell vendor and is able to provide the mobile office at the lowest cost to the City.

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:

Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
Dana Abramovitz-Daniel, Procurement Manager
PREPARED BY:

Fernando Mata, Wastewater Utility Manager
Fiscal Impact
Fiscal Year: FY 25/26
Revenue Generating: No
Appropriation Required Y/N: No
Amount: $123,402.75
Budgeted Y/N: Yes
Account No.: 521900
Discussion:

There is no fiscal impact associated with this action. Funding for this purchase is included in the FY 25/26 MUED approved budget.

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Attachments
Executed Sourcewell Contract
Sourcewell Contract Overview Mobile Modular
Quote Mobile Modular
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Solicitation Number: 120822

CONTRACT
This Contract is between Sourcewell, 202 12th Street Northeast, P.O. Box 219, Staples, MN 56479 (Sourcewell) and McGrath RentCorp dba Mobile Modular Management Corp., 5700 Las Positas Road, Livermore, CA 94551-7806 (Supplier).

Sourcewell is a State of Minnesota local government unit and service cooperative created under the laws of the State of Minnesota (Minnesota Statutes Section 123A.21) that offers cooperative procurement solutions to government entities. Participation is open to eligible federal, state/province, and municipal governmental entities, higher education, K-12 education, nonprofit, tribal government, and other public entities located in the United States and Canada.

Sourcewell issued a public solicitation for Relocatable Building and Storage Solutions with Related Services from which Supplier was awarded a contract.

Supplier desires to contract with Sourcewell to provide equipment, products, or services to Sourcewell and the entities that access Sourcewell’s cooperative purchasing contracts (Participating Entities).

1. TERM OF CONTRACT
A. EFFECTIVE DATE. This Contract is effective upon the date of the final signature below.

B. EXPIRATION DATE AND EXTENSION. This Contract expires February 24, 2027, unless it is cancelled sooner pursuant to Article 22. This Contract may be extended one additional year upon the request of Sourcewell and written agreement by Supplier.

C. SURVIVAL OF TERMS. Notwithstanding any expiration or termination of this Contract, all payment obligations incurred prior to expiration or termination will survive, as will the following: Articles 11 through 14 survive the expiration or cancellation of this Contract. All other rights will cease upon expiration or termination of this Contract.

2. EQUIPMENT, PRODUCTS, OR SERVICES
A. EQUIPMENT, PRODUCTS, OR SERVICES. Supplier will provide the Equipment, Products, or Services as stated in its Proposal submitted under the Solicitation Number listed above. 










 
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Supplier’s Equipment, Products, or Services Proposal (Proposal) is attached and incorporated into this Contract.

All Equipment and Products provided under this Contract must be new and the current model.

Supplier may offer close-out or refurbished Equipment or Products if they are clearly indicated in Supplier’s product and pricing list. Unless agreed to by the Participating Entities in advance, Equipment or Products must be delivered as operational to the Participating Entity’s site.

This Contract offers an indefinite quantity of sales, and while substantial volume is anticipated, sales and sales volume are not guaranteed.

B. WARRANTY. Supplier warrants that all Equipment, Products, and Services furnished are free from liens and encumbrances, and are free from defects in design, materials, and workmanship.

In addition, Supplier warrants the Equipment, Products, and Services are suitable for and will perform in accordance with the ordinary use for which they are intended. Supplier’s dealers and distributors must agree to assist the Participating Entity in reaching a resolution in any dispute over warranty terms with the manufacturer. Any manufacturer’s warranty that extends beyond the expiration of the Supplier’s warranty will be passed on to the Participating Entity.

C. DEALERS, DISTRIBUTORS, AND/OR RESELLERS. Upon Contract execution and throughout the Contract term, Supplier must provide to Sourcewell a current means to validate or authenticate Supplier’s authorized dealers, distributors, or resellers relative to the Equipment, Products, and Services offered under this Contract, which will be incorporated into this Contract by reference. It is the Supplier’s responsibility to ensure Sourcewell receives the most current information.

3. PRICING
All Equipment, Products, or Services under this Contract will be priced at or below the price stated in Supplier’s Proposal.

When providing pricing quotes to Participating Entities, all pricing quoted must reflect a Participating Entity’s total cost of acquisition. This means that the quoted cost is for delivered Equipment, Products, and Services that are operational for their intended purpose, and includes all costs to the Participating Entity’s requested delivery location.

Regardless of the payment method chosen by the Participating Entity, the total cost associated with any purchase option of the Equipment, Products, or Services must always be disclosed in the pricing quote to the applicable Participating Entity at the time of purchase.

A. SHIPPING AND SHIPPING COSTS. All delivered Equipment and Products must be properly packaged. Damaged Equipment and Products may be rejected. If the damage is not readily apparent at the time of delivery, Supplier must permit the Equipment and Products to be 










 
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returned within a reasonable time at no cost to Sourcewell or its Participating Entities.

Participating Entities reserve the right to inspect the Equipment and Products at a reasonable time after delivery where circumstances or conditions prevent effective inspection of the Equipment and Products at the time of delivery. In the event of the delivery of nonconforming Equipment and Products, the Participating Entity will notify the Supplier as soon as possible and the Supplier will replace nonconforming Equipment and Products with conforming Equipment and Products that are acceptable to the Participating Entity.

Supplier must arrange for and pay for the return shipment on Equipment and Products that arrive in a defective or inoperable condition.

Sourcewell may declare the Supplier in breach of this Contract if the Supplier intentionally delivers substandard or inferior Equipment or Products.

B. SALES TAX. Each Participating Entity is responsible for supplying the Supplier with valid taxexemption certification(s). When ordering, a Participating Entity must indicate if it is a taxexempt entity.

C. HOT LIST PRICING. At any time during this Contract, Supplier may offer a specific selection of Equipment, Products, or Services at discounts greater than those listed in the Contract.

When Supplier determines it will offer Hot List Pricing, it must be submitted electronically to Sourcewell in a line-item format. Equipment, Products, or Services may be added or removed from the Hot List at any time through a Sourcewell Price and Product Change Form as defined in Article 4 below.

Hot List program and pricing may also be used to discount and liquidate close-out and discontinued Equipment and Products as long as those close-out and discontinued items are clearly identified as such. Current ordering process and administrative fees apply. Hot List Pricing must be published and made available to all Participating Entities.

4. PRODUCT AND PRICING CHANGE REQUESTS
Supplier may request Equipment, Product, or Service changes, additions, or deletions at any time. All requests must be made in writing by submitting a signed Sourcewell Price and Product Change Request Form to the assigned Sourcewell Supplier Development Administrator. This approved form is available from the assigned Sourcewell Supplier Development Administrator.

At a minimum, the request must:
x Identify the applicable Sourcewell contract number;
x Clearly specify the requested change;
x Provide sufficient detail to justify the requested change; 










 
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x Individually list all Equipment, Products, or Services affected by the requested change, along with the requested change (e.g., addition, deletion, price change); and x Include a complete restatement of pricing documentation in Microsoft Excel with the effective date of the modified pricing, or product addition or deletion. The new pricing restatement must include all Equipment, Products, and Services offered, even for those items where pricing remains unchanged.

A fully executed Sourcewell Price and Product Change Request Form will become an amendment to this Contract and will be incorporated by reference.

5. PARTICIPATION, CONTRACT ACCESS, AND PARTICIPATING ENTITY REQUIREMENTS

A. PARTICIPATION. Sourcewell’s cooperative contracts are available and open to public and nonprofit entities across the United States and Canada; such as federal, state/province, municipal, K-12 and higher education, tribal government, and other public entities.

The benefits of this Contract should be available to all Participating Entities that can legally access the Equipment, Products, or Services under this Contract. A Participating Entity’s authority to access this Contract is determined through its cooperative purchasing, interlocal, or joint powers laws. Any entity accessing benefits of this Contract will be considered a Service Member of Sourcewell during such time of access. Supplier understands that a Participating Entity’s use of this Contract is at the Participating Entity’s sole convenience and Participating Entities reserve the right to obtain like Equipment, Products, or Services from any other source.

Supplier is responsible for familiarizing its sales and service forces with Sourcewell contract use eligibility requirements and documentation and will encourage potential participating entities to join Sourcewell. Sourcewell reserves the right to add and remove Participating Entities to its roster during the term of this Contract.

B. PUBLIC FACILITIES. Supplier’s employees may be required to perform work at governmentowned facilities, including schools. Supplier’s employees and agents must conduct themselves in a professional manner while on the premises, and in accordance with Participating Entity policies and procedures, and all applicable laws.

6. PARTICIPATING ENTITY USE AND PURCHASING
A. ORDERS AND PAYMENT. To access the contracted Equipment, Products, or Services under this Contract, a Participating Entity must clearly indicate to Supplier that it intends to access this Contract; however, order flow and procedure will be developed jointly between Sourcewell and Supplier. Typically, a Participating Entity will issue an order directly to Supplier or its authorized subsidiary, distributor, dealer, or reseller. If a Participating Entity issues a purchase order, it may use its own forms, but the purchase order should clearly note the applicable Sourcewell 










 
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contract number. All Participating Entity orders under this Contract must be issued prior to expiration or cancellation of this Contract; however, Supplier performance, Participating Entity payment obligations, and any applicable warranty periods or other Supplier or Participating Entity obligations may extend beyond the term of this Contract.

Supplier’s acceptable forms of payment are included in its attached Proposal. Participating Entities will be solely responsible for payment and Sourcewell will have no liability for any unpaid invoice of any Participating Entity.

B. ADDITIONAL TERMS AND CONDITIONS/PARTICIPATING ADDENDUM. Additional terms and conditions to a purchase order, or other required transaction documentation, may be negotiated between a Participating Entity and Supplier, such as job or industry-specific requirements, legal requirements (e.g., affirmative action or immigration status requirements), or specific local policy requirements. Some Participating Entities may require the use of a Participating Addendum, the terms of which will be negotiated directly between the Participating Entity and the Supplier or its authorized dealers, distributors, or resellers, as applicable. Any negotiated additional terms and conditions must never be less favorable to the Participating Entity than what is contained in this Contract.

C. SPECIALIZED SERVICE REQUIREMENTS. In the event that the Participating Entity requires service or specialized performance requirements not addressed in this Contract (such as ecommerce specifications, specialized delivery requirements, or other specifications and requirements), the Participating Entity and the Supplier may enter into a separate, standalone agreement, apart from this Contract. Sourcewell, including its agents and employees, will not be made a party to a claim for breach of such agreement.

D. TERMINATION OF ORDERS. Participating Entities may terminate an order, in whole or in part, immediately upon notice to Supplier in the event of any of the following events:

1. The Participating Entity fails to receive funding or appropriation from its governing body at levels sufficient to pay for the equipment, products, or services to be purchased; or

2. Federal, state, or provincial laws or regulations prohibit the purchase or change the Participating Entity’s requirements.

E. GOVERNING LAW AND VENUE. The governing law and venue for any action related to a Participating Entity’s order will be determined by the Participating Entity making the purchase.

7. CUSTOMER SERVICE
A. PRIMARY ACCOUNT REPRESENTATIVE. Supplier will assign an Account Representative to Sourcewell for this Contract and must provide prompt notice to Sourcewell if that person is changed. The Account Representative will be responsible for:












 
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x Maintenance and management of this Contract;
x Timely response to all Sourcewell and Participating Entity inquiries; and x Business reviews to Sourcewell and Participating Entities, if applicable.

B. BUSINESS REVIEWS. Supplier must perform a minimum of one business review with Sourcewell per contract year. The business review will cover sales to Participating Entities, pricing and contract terms, administrative fees, sales data reports, performance issues, supply issues, customer issues, and any other necessary information.

8. REPORT ON CONTRACT SALES ACTIVITY AND ADMINISTRATIVE FEE PAYMENT A. CONTRACT SALES ACTIVITY REPORT. Each calendar quarter, Supplier must provide a contract sales activity report (Report) to the Sourcewell Supplier Development Administrator assigned to this Contract. Reports are due no later than 45 days after the end of each calendar quarter. A Report must be provided regardless of the number or amount of sales during that quarter (i.e., if there are no sales, Supplier must submit a report indicating no sales were made).

The Report must contain the following fields:
x Participating Entity Name (e.g., City of Staples Highway Department); x Participating Entity Physical Street Address;
x Participating Entity City;
x Participating Entity State/Province;
x Participating Entity Zip/Postal Code;
x Participating Entity Contact Name;
x Participating Entity Contact Email Address;
x Participating Entity Contact Telephone Number;
x Sourcewell Assigned Entity/Participating Entity Number; x Item Purchased Description;
x Item Purchased Price;
x Sourcewell Administrative Fee Applied; and
x Date Purchase was invoiced/sale was recognized as revenue by Supplier.

B. ADMINISTRATIVE FEE. In consideration for the support and services provided by Sourcewell, the Supplier will pay an administrative fee to Sourcewell on all Equipment, Products, and Services provided to Participating Entities. The Administrative Fee must be included in, and not added to, the pricing. Supplier may not charge Participating Entities more than the contracted price to offset the Administrative Fee.

The Supplier will submit payment to Sourcewell for the percentage of administrative fee stated in the Proposal multiplied by the total sales of all Equipment, Products, and Services purchased 










 
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by Participating Entities under this Contract during each calendar quarter. Payments should note the Supplier’s name and Sourcewell-assigned contract number in the memo; and must be mailed to the address above “Attn: Accounts Receivable” or remitted electronically to Sourcewell’s banking institution per Sourcewell’s Finance department instructions. Payments must be received no later than 45 calendar days after the end of each calendar quarter.

Supplier agrees to cooperate with Sourcewell in auditing transactions under this Contract to ensure that the administrative fee is paid on all items purchased under this Contract.

In the event the Supplier is delinquent in any undisputed administrative fees, Sourcewell reserves the right to cancel this Contract and reject any proposal submitted by the Supplier in any subsequent solicitation. In the event this Contract is cancelled by either party prior to the Contract’s expiration date, the administrative fee payment will be due no more than 30 days from the cancellation date.

9. AUTHORIZED REPRESENTATIVE
Sourcewell's Authorized Representative is its Chief Procurement Officer.

Supplier’s Authorized Representative is the person named in the Supplier’s Proposal. If Supplier’s Authorized Representative changes at any time during this Contract, Supplier must promptly notify Sourcewell in writing.

10. AUDIT, ASSIGNMENT, AMENDMENTS, WAIVER, AND CONTRACT COMPLETE A. AUDIT. Pursuant to Minnesota Statutes Section 16C.05, subdivision 5, the books, records, documents, and accounting procedures and practices relevant to this Contract are subject to examination by Sourcewell or the Minnesota State Auditor for a minimum of six years from the end of this Contract. This clause extends to Participating Entities as it relates to business conducted by that Participating Entity under this Contract.

B. ASSIGNMENT. Neither party may assign or otherwise transfer its rights or obligations under this Contract without the prior written consent of the other party and a fully executed assignment agreement. Such consent will not be unreasonably withheld. Any prohibited assignment will be invalid.

C. AMENDMENTS. Any amendment to this Contract must be in writing and will not be effective until it has been duly executed by the parties.

D. WAIVER. Failure by either party to take action or assert any right under this Contract will not be deemed a waiver of such right in the event of the continuation or repetition of the circumstances giving rise to such right. Any such waiver must be in writing and signed by the parties.











 
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E. CONTRACT COMPLETE. This Contract represents the complete agreement between the parties. No other understanding regarding this Contract, whether written or oral, may be used to bind either party. For any conflict between the attached Proposal and the terms set out in Articles 1-22 of this Contract, the terms of Articles 1-22 will govern.

F. RELATIONSHIP OF THE PARTIES. The relationship of the parties is one of independent contractors, each free to exercise judgment and discretion with regard to the conduct of their respective businesses. This Contract does not create a partnership, joint venture, or any other relationship such as master-servant, or principal-agent.

11. INDEMNITY AND HOLD HARMLESS

Supplier must indemnify, defend, save, and hold Sourcewell and its Participating Entities, including their agents and employees, harmless from any third party claims or causes of action, including attorneys’ fees incurred by Sourcewell or its Participating Entities, to the extent caused by the negligence or willful misconduct of Supplier or its agents or employees; this indemnification includes injury or death to person(s) or property alleged to have been caused by some defect in the Equipment, Products, or Services under this Contract to the extent the Equipment, Product, or Service has been used according to its specifications. Sourcewell’s responsibility will be governed by the State of Minnesota’s Tort Liability Act (Minnesota Statutes Chapter 466) and other applicable law.

12. GOVERNMENT DATA PRACTICES
Supplier and Sourcewell must comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it applies to all data provided by or provided to Sourcewell under this Contract and as it applies to all data created, collected, received, maintained, or disseminated by the Supplier under this Contract.

13. INTELLECTUAL PROPERTY, PUBLICITY, MARKETING, AND ENDORSEMENT A. INTELLECTUAL PROPERTY

1. Grant of License. During the term of this Contract:
a. Sourcewell grants to Supplier a royalty-free, worldwide, non-exclusive right and license to use the trademark(s) provided to Supplier by Sourcewell in advertising and promotional materials for the purpose of marketing Sourcewell’s relationship with Supplier.
b. Supplier grants to Sourcewell a royalty-free, worldwide, non-exclusive right and license to use Supplier’s trademarks in advertising and promotional materials for the purpose of marketing Supplier’s relationship with Sourcewell.

2. Limited Right of Sublicense. The right and license granted herein includes a limited right of each party to grant sublicenses to their respective subsidiaries, distributors, dealers, 










 
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resellers, marketing representatives, and agents (collectively “Permitted Sublicensees”) in advertising and promotional materials for the purpose of marketing the Parties’ relationship to Participating Entities. Any sublicense granted will be subject to the terms and conditions of this Article. Each party will be responsible for any breach of this Article by any of their respective sublicensees.

3. Use; Quality Control.
a. Neither party may alter the other party’s trademarks from the form provided and must comply with removal requests as to specific uses of its trademarks or logos.
b. Each party agrees to use, and to cause its Permitted Sublicensees to use, the other party’s trademarks only in good faith and in a dignified manner consistent with such party’s use of the trademarks. Upon written notice to the breaching party, the breaching party has 30 days of the date of the written notice to cure the breach or the license will be terminated.

4. Termination. Upon the termination of this Contract for any reason, each party, including Permitted Sublicensees, will have 30 days to remove all Trademarks from signage, websites, and the like bearing the other party’s name or logo (excepting Sourcewell’s pre-printed catalog of suppliers which may be used until the next printing). Supplier must return all marketing and promotional materials, including signage, provided by Sourcewell, or dispose of it according to Sourcewell’s written directions.

B. PUBLICITY. Any publicity regarding the subject matter of this Contract must not be released without prior written approval from the Authorized Representatives. Publicity includes notices, informational pamphlets, press releases, research, reports, signs, and similar public notices prepared by or for the Supplier individually or jointly with others, or any subcontractors, with respect to the program, publications, or services provided resulting from this Contract.

C. MARKETING. Any direct advertising, marketing, or offers with Participating Entities must be approved by Sourcewell. Send all approval requests to the Sourcewell Supplier Development Administrator assigned to this Contract.

D. ENDORSEMENT. The Supplier must not claim that Sourcewell endorses its Equipment, Products, or Services.

14. GOVERNING LAW, JURISDICTION, AND VENUE
The substantive and procedural laws of the State of Minnesota will govern this Contract. Venue for all legal proceedings arising out of this Contract, or its breach, must be in the appropriate state court in Todd County, Minnesota or federal court in Fergus Falls, Minnesota. 










 
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15. FORCE MAJEURE
Neither party to this Contract will be held responsible for delay or default caused by acts of God or other conditions that are beyond that party’s reasonable control. A party defaulting under this provision must provide the other party prompt written notice of the default.

16. SEVERABILITY
If any provision of this Contract is found by a court of competent jurisdiction to be illegal, unenforceable, or void then both parties will be relieved from all obligations arising from that provision. If the remainder of this Contract is capable of being performed, it will not be affected by such determination or finding and must be fully performed.

17. PERFORMANCE, DEFAULT, AND REMEDIES
A. PERFORMANCE. During the term of this Contract, the parties will monitor performance and address unresolved contract issues as follows:

1. Notification. The parties must promptly notify each other of any known dispute and work in good faith to resolve such dispute within a reasonable period of time. If necessary, Sourcewell and the Supplier will jointly develop a short briefing document that describes the issue(s), relevant impact, and positions of both parties.

2. Escalation. If parties are unable to resolve the issue in a timely manner, as specified above, either Sourcewell or Supplier may escalate the resolution of the issue to a higher level of management. The Supplier will have 30 calendar days to cure an outstanding issue.

3. Performance while Dispute is Pending. Notwithstanding the existence of a dispute, the Supplier must continue without delay to carry out all of its responsibilities under the Contract that are not affected by the dispute. If the Supplier fails to continue without delay to perform its responsibilities under the Contract, in the accomplishment of all undisputed work, the Supplier will bear any additional costs incurred by Sourcewell and/or its Participating Entities as a result of such failure to proceed.

B. DEFAULT AND REMEDIES. Either of the following constitutes cause to declare this Contract, or any Participating Entity order under this Contract, in default:

1. Nonperformance of contractual requirements, or

2. A material breach of any term or condition of this Contract.

The party claiming default must provide written notice of the default, with 30 calendar days to cure the default. Time allowed for cure will not diminish or eliminate any liability for direct and actual damages. If the default remains after the opportunity for cure, the non-defaulting party may:











 
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x Exercise any remedy provided by law or equity, or
x Terminate the Contract or any portion thereof, including any orders issued against the Contract.

18. INSURANCE

A. REQUIREMENTS. At its own expense, Supplier must maintain insurance policy(ies) in effect at all times during the performance of this Contract with insurance company(ies) licensed or authorized to do business in the State of Minnesota having an “AM BEST” rating of A- or better, with coverage and limits of insurance not less than the following:

1. Workers’ Compensation and Employer’s Liability.

Workers’ Compensation: As required by any applicable law or regulation.

Employer's Liability Insurance: must be provided in amounts not less than listed below:

Minimum limits:
$500,000 each accident for bodily injury by accident
$500,000 policy limit for bodily injury by disease
$500,000 each employee for bodily injury by disease

2. Commercial General Liability Insurance. Supplier will maintain insurance covering its operations, with coverage on an occurrence basis, and must be subject to terms no less broad than the Insurance Services Office (“ISO”) Commercial General Liability Form CG0001 (2001 or newer edition), or equivalent. At a minimum, coverage must include liability arising from premises, operations, bodily injury and property damage, independent contractors, products-completed operations including construction defect, contractual liability, blanket contractual liability, and personal injury and advertising injury. All required limits, terms and conditions of coverage must be maintained during the term of this Contract.

Minimum Limits:
$1,000,000 each occurrence Bodily Injury and Property Damage $1,000,000 Personal and Advertising Injury
$2,000,000 aggregate for products liability-completed operations $2,000,000 general aggregate

3. Commercial Automobile Liability Insurance. During the term of this Contract, Supplier will maintain insurance covering all owned, hired, and non-owned automobiles in limits of liability not less than indicated below. The coverage must be subject to terms no less broad than ISO Business Auto Coverage Form CA 0001 (2010 edition or newer), or equivalent.

Minimum Limits:
$1,000,000 each accident, combined single limit











 
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4. Umbrella Insurance. During the term of this Contract, Supplier will maintain umbrella coverage over Employer’s Liability, Commercial General Liability, and Commercial Automobile.

Minimum Limits:
$2,000,000

5. Network Security and Privacy Liability Insurance. During the term of this Contract, Supplier will maintain coverage for network security and privacy liability. The coverage may be endorsed on another form of liability coverage or written on a standalone policy. The insurance must cover claims which may arise from failure of Supplier’s security resulting in, but not limited to, computer attacks, unauthorized access, disclosure of not public data – including but not limited to, confidential or private information, transmission of a computer virus, or denial of service.

Minimum limits:
$2,000,000 per occurrence
$2,000,000 annual aggregate
Failure of Supplier to maintain the required insurance will constitute a material breach entitling Sourcewell to immediately terminate this Contract for default.

B. CERTIFICATES OF INSURANCE. Prior to commencing under this Contract, Supplier must furnish to Sourcewell a certificate of insurance, as evidence of the insurance required under this Contract. Prior to expiration of the policy(ies), renewal certificates must be mailed to Sourcewell, 202 12th Street Northeast, P.O. Box 219, Staples, MN 56479 or sent to the Sourcewell Supplier Development Administrator assigned to this Contract. The certificates must be signed by a person authorized by the insurer(s) to bind coverage on their behalf.

Failure to request certificates of insurance by Sourcewell, or failure of Supplier to provide certificates of insurance, in no way limits or relieves Supplier of its duties and responsibilities in this Contract.

C. ADDITIONAL INSURED ENDORSEMENT AND PRIMARY AND NON-CONTRIBUTORY INSURANCE CLAUSE. Supplier agrees to list Sourcewell and its Participating Entities, including their officers, agents, and employees, as an additional insured under the Supplier’s commercial general liability insurance policy with respect to liability arising out of activities, “operations,” or “work” performed by or on behalf of Supplier, and products and completed operations of Supplier. The policy provision(s) or endorsement(s) must further provide that coverage is primary and not excess over or contributory with any other valid, applicable, and collectible insurance or self-insurance in force for the additional insureds.

D. WAIVER OF SUBROGATION. Supplier waives and must require (by endorsement or otherwise) all its insurers to waive subrogation rights against Sourcewell and other additional 










 
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insureds for losses paid under the insurance policies required by this Contract or other insurance applicable to the Supplier or its subcontractors. The waiver must apply to all deductibles and/or self-insured retentions applicable to the required or any other insurance maintained by the Supplier or its subcontractors. Where permitted by law, Supplier must require similar written express waivers of subrogation and insurance clauses from each of its subcontractors.

E. UMBRELLA/EXCESS LIABILITY/SELF-INSURED RETENTION. The limits required by this Contract can be met by either providing a primary policy or in combination with umbrella/excess liability policy(ies), or self-insured retention.

19. COMPLIANCE
A. LAWS AND REGULATIONS. All Equipment, Products, or Services provided under this Contract must comply fully with applicable federal laws and regulations, and with the laws in the states and provinces in which the Equipment, Products, or Services are sold.

B. LICENSES. Supplier must maintain a valid and current status on all required federal, state/provincial, and local licenses, bonds, and permits required for the operation of the business that the Supplier conducts with Sourcewell and Participating Entities.

20. BANKRUPTCY, DEBARMENT, OR SUSPENSION CERTIFICATION
Supplier certifies and warrants that it is not in bankruptcy or that it has previously disclosed in writing certain information to Sourcewell related to bankruptcy actions. If at any time during this Contract Supplier declares bankruptcy, Supplier must immediately notify Sourcewell in writing.

Supplier certifies and warrants that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from programs operated by the State of Minnesota; the United States federal government or the Canadian government, as applicable; or any Participating Entity. Supplier certifies and warrants that neither it nor its principals have been convicted of a criminal offense related to the subject matter of this Contract. Supplier further warrants that it will provide immediate written notice to Sourcewell if this certification changes at any time.

21. PROVISIONS FOR NON-UNITED STATES FEDERAL ENTITY PROCUREMENTS UNDER

UNITED STATES FEDERAL AWARDS OR OTHER AWARDS
Participating Entities that use United States federal grant or FEMA funds to purchase goods or services from this Contract may be subject to additional requirements including the procurement standards of the Uniform Administrative Requirements, Cost Principles and Audit Requirements for Federal Awards, 2 C.F.R. § 200. Participating Entities may have additional 










 
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requirements based on specific funding source terms or conditions. Within this Article, all references to “federal” should be interpreted to mean the United States federal government.

The following list only applies when a Participating Entity accesses Supplier’s Equipment, Products, or Services with United States federal funds.

A. EQUAL EMPLOYMENT OPPORTUNITY. Except as otherwise provided under 41 C.F.R. § 60, all contracts that meet the definition of “federally assisted construction contract” in 41 C.F.R. § 60-

1.3 must include the equal opportunity clause provided under 41 C.F.R. §60-1.4(b), in accordance with Executive Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 C.F.R. §, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal Employment Opportunity,” and implementing regulations at 41 C.F.R. § 60, “Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.” The equal opportunity clause is incorporated herein by reference.

B. DAVIS-BACON ACT, AS AMENDED (40 U.S.C. § 3141-3148). When required by federal program legislation, all prime construction contracts in excess of $2,000 awarded by nonfederal entities must include a provision for compliance with the Davis-Bacon Act (40 U.S.C. § 3141-3144, and 3146-3148) as supplemented by Department of Labor regulations (29 C.F.R. § 5, “Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction”). In accordance with the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. The non-federal entity must place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The non-federal entity must report all suspected or reported violations to the federal awarding agency. The contracts must also include a provision for compliance with the Copeland “Anti-Kickback” Act (40 U.S.C. § 3145), as supplemented by Department of Labor regulations (29 C.F.R. § 3, “Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States”). The Act provides that each contractor or subrecipient must be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The non-federal entity must report all suspected or reported violations to the federal awarding agency. Supplier must be in compliance with all applicable Davis-Bacon Act provisions.

C. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT (40 U.S.C. § 3701-3708). Where applicable, all contracts awarded by the non-federal entity in excess of $100,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. §§ 3702 and 3704, as supplemented by Department of Labor regulations (29 C.F.R. § 5).

Under 40 U.S.C. § 3702 of the Act, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess 










 
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of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. § 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. This provision is hereby incorporated by reference into this Contract. Supplier certifies that during the term of an award for all contracts by Sourcewell resulting from this procurement process, Supplier must comply with applicable requirements as referenced above.

D. RIGHTS TO INVENTIONS MADE UNDER A CONTRACT OR AGREEMENT. If the federal award meets the definition of “funding agreement” under 37 C.F.R. § 401.2(a) and the recipient or subrecipient wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of experimental, developmental, or research work under that “funding agreement,” the recipient or subrecipient must comply with the requirements of 37 C.F.R. § 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations issued by the awarding agency. Supplier certifies that during the term of an award for all contracts by Sourcewell resulting from this procurement process, Supplier must comply with applicable requirements as referenced above.

E. CLEAN AIR ACT (42 U.S.C. § 7401-7671Q.) AND THE FEDERAL WATER POLLUTION CONTROL ACT (33 U.S.C. § 1251-1387). Contracts and subgrants of amounts in excess of $150,000 require the non-federal award to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. § 7401- 7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. § 1251- 1387). Violations must be reported to the Federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA).

Supplier certifies that during the term of this Contract will comply with applicable requirements as referenced above.

F. DEBARMENT AND SUSPENSION (EXECUTIVE ORDERS 12549 AND 12689). A contract award (see 2 C.F.R. § 180.220) must not be made to parties listed on the government wide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 C.F.R. §180 that implement Executive Orders 12549 (3 C.F.R. § 1986 Comp., p. 189) and 12689 (3 C.F.R. § 1989 Comp., p. 235), “Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. Supplier certifies that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation by any federal department or agency.











 
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G. BYRD ANTI-LOBBYING AMENDMENT, AS AMENDED (31 U.S.C. § 1352). Suppliers must file any required certifications. Suppliers must not have used federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Suppliers must disclose any lobbying with non-federal funds that takes place in connection with obtaining any federal award. Such disclosures are forwarded from tier to tier up to the non-federal award. Suppliers must file all certifications and disclosures required by, and otherwise comply with, the Byrd Anti-Lobbying Amendment (31 U.S.C. § 1352).

H. RECORD RETENTION REQUIREMENTS. To the extent applicable, Supplier must comply with the record retention requirements detailed in 2 C.F.R. § 200.333. The Supplier further certifies that it will retain all records as required by 2 C.F.R. § 200.333 for a period of 3 years after grantees or subgrantees submit final expenditure reports or quarterly or annual financial reports, as applicable, and all other pending matters are closed.

I. ENERGY POLICY AND CONSERVATION ACT COMPLIANCE. To the extent applicable, Supplier must comply with the mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act.

J. BUY AMERICAN PROVISIONS COMPLIANCE. To the extent applicable, Supplier must comply with all applicable provisions of the Buy American Act. Purchases made in accordance with the Buy American Act must follow the applicable procurement rules calling for free and open competition.

K. ACCESS TO RECORDS (2 C.F.R. § 200.336). Supplier agrees that duly authorized representatives of a federal agency must have access to any books, documents, papers and records of Supplier that are directly pertinent to Supplier’s discharge of its obligations under this Contract for the purpose of making audits, examinations, excerpts, and transcriptions. The right also includes timely and reasonable access to Supplier’s personnel for the purpose of interview and discussion relating to such documents.

L. PROCUREMENT OF RECOVERED MATERIALS (2 C.F.R. § 200.322). A non-federal entity that is a state agency or agency of a political subdivision of a state and its contractors must comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 C.F.R. § 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; 










 
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and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines.

M. FEDERAL SEAL(S), LOGOS, AND FLAGS. The Supplier cannot use the seal(s), logos, crests, or reproductions of flags or likenesses of Federal agency officials without specific pre-approval.

N. NO OBLIGATION BY FEDERAL GOVERNMENT. The U.S. federal government is not a party to this Contract or any purchase by a Participating Entity and is not subject to any obligations or liabilities to the Participating Entity, Supplier, or any other party pertaining to any matter resulting from the Contract or any purchase by an authorized user.

O. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS OR RELATED ACTS. The Contractor acknowledges that 31 U.S.C. 38 (Administrative Remedies for False Claims and Statements) applies to the Supplier’s actions pertaining to this Contract or any purchase by a Participating Entity.

P. FEDERAL DEBT. The Supplier certifies that it is non-delinquent in its repayment of any federal debt. Examples of relevant debt include delinquent payroll and other taxes, audit disallowance, and benefit overpayments.

Q. CONFLICTS OF INTEREST. The Supplier must notify the U.S. Office of General Services, Sourcewell, and Participating Entity as soon as possible if this Contract or any aspect related to the anticipated work under this Contract raises an actual or potential conflict of interest (as described in 2 C.F.R. Part 200). The Supplier must explain the actual or potential conflict in writing in sufficient detail so that the U.S. Office of General Services, Sourcewell, and Participating Entity are able to assess the actual or potential conflict; and provide any additional information as necessary or requested.

R. U.S. EXECUTIVE ORDER 13224. The Supplier, and its subcontractors, must comply with U.S.

Executive Order 13224 and U.S. Laws that prohibit transactions with and provision of resources and support to individuals and organizations associated with terrorism.

S. PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE SERVICES OR EQUIPMENT. To the extent applicable, Supplier certifies that during the term of this Contract it will comply with applicable requirements of 2 C.F.R. § 200.216.

T. DOMESTIC PREFERENCES FOR PROCUREMENTS. To the extent applicable, Supplier certifies that during the term of this Contract will comply with applicable requirements of 2 C.F.R. § 200.322.

22. CANCELLATION











 
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Sourcewell or Supplier may cancel this Contract at any time, with or without cause, upon 60 days’ written notice to the other party. However, Sourcewell may cancel this Contract immediately upon discovery of a material defect in any certification made in Supplier’s Proposal. Cancellation of this Contract does not relieve either party of financial, product, or service obligations incurred or accrued prior to cancellation.

Sourcewell McGrath RentCorp dba Mobile Modular
Management Corp.

By: __________________________ By: __________________________ Jeremy Schwartz Phil Hawkins
Title: Chief Procurement Officer Title: SVP Division Manager Date: ________________________ Date: ________________________ Approved:

By: __________________________
Chad Coauette
Title: Executive Director/CEO
Date: ________________________











 





 











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Bid Number: RFP 120822 Vendor Name: Mobile Modular Management Corp 










 
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Bid Number: RFP 120822 Vendor Name: Mobile Modular Management Corp 










 
Redlands Regular Meeting of 09-02-25 409 of 1096
Bid Number: RFP 120822 Vendor Name: Mobile Modular Management Corp Table 148: Depth and 8readth of Offered Equipment Products and Services Indicate below if the listed types or classes of equipment, products, and services are offered within your proposal. Provide additional comments in the text box provided, as necessary.

Line
Item CateJor\ or T\pe Offered Comments
71 Relocatable, demountable, portable, modular, temporary, and reusable buildings or storage
Yes
No
There are other keywords that
Mobile Modular recommends
for this category/listed types
of equipment: Modular
Restroom Trailers, Portable
Connex/Containers,
Prefabricated SCIF
Buildings, Modular Temporary
Dormitories, Prefabricated
Multi Story, Temporary
Modular Classrooms, Modular
Kitchen, Temporary Swing
Space.
*
72 Services related to the above offerings such as: assembly, disassembly, upkeep, repair, maintenance, leasing, rental, delivery, and transportation of the building or storage solutions described in Line 71 above
Yes
No
MM also offers Turnkey
solutions for Modular
Buildings: Site Related
Services (electrical sewer lines
water lines), Furniture and
project management.
*
Exceptions to Terms, Conditions, or Specifications Form Only those Proposer Exceptions to Terms, Conditions, or Specifications that have been accepted by Sourcewell have been incorporated into the contract text.

Documents
Ensure your submission document(s) conforms to the following:

1. Documents in PDF format are preferred. Documents in Word, Excel, or compatible formats may also be provided.

2. Documents should NOT have a security password, as Sourcewell may not be able to open the file. It is your sole responsibility to ensure that the uploaded document(s) are not either defective, corrupted or blank and that the documents can be opened and viewed by Sourcewell.

3. Sourcewell may reject any response where any document(s) cannot be opened and viewed by Sourcewell.

4. If you need to upload more than one (1) document for a single item, you should combine the documents into one zipped file. If the zipped file contains more than one (1) document, ensure each document is named, in relation to the submission format item responding to. For example, if responding to the Marketing Plan category save the document as "Marketing Plan." Pricing - Sourcewell Price List Final 120822.xlsx - Thursday December 08, 2022 14:49:02 Financial Strength and Stability - Financial SEC 10-Q 2022.pdf - Tuesday December 06, 2022 14:15:03 Marketing Plan/Samples - 3D Visualizer & Sample Email Marketing Sourcewell.pdf - Tuesday December 06, 2022 15:57:04 WMBE/MBE/SBE or Related Certificates - LEED-Building Design + Construction.pdf - Tuesday December 06, 2022 14:24:26 Warranty Information - Factory New Warantee & Lease Service Guide.pdf - Tuesday December 06, 2022 14:21:59 Standard Transaction Document Samples - Lease-Sale T&C & Supplemental Terms.pdf - Tuesday December 06, 2022 14:22:13 Upload Additional Document - UCLA KREC Fitness Center (BY Design Space).pdf - Tuesday December 06, 2022 12:41:36 










 
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Redlands Regular Meeting of 09-02-25 411 of 1096
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Bid Number: RFP 120822 Vendor Name: Mobile Modular Management Corp 










 
Redlands Regular Meeting of 09-02-25 412 of 1096
Sourcewell offers cooperative procurement solutions to government entities. Participation is open to eligible federal, state/province, and municipal governmental entities, higher education, K-12 education, nonprofit, tribal government, and other public entities located in the United States and Canada.

Sourcewell combines the buying power of more than 50,000 government, education, and nonprofit organizations to save time and money. Their cooperative purchasing program manages the solicitation requirements and offers members easy access to an established network of awarded contracts.

Mobile Modular - Sourcewell Awarded Contract: Contract#120822-MMR. This is a 4-year Contract and expires February 24, 2027
Sourcewell issued a public solicitation for Relocatable Building and Storage Solutions with Related Services from which Mobile Modular was awarded this contract.

Mobile Modular has partnered with Sourcewell to offer education, government and non-profit agencies a nationally leveraged, competitively bid contract.

Sourcewell Participating Entities can use our Mobile Modular website to have direct access to our resources including to our Mobile Modular-Sourcewell Contract and to our 3D Visualizer tool, this tool will allow them to Design and Build their modular building and view a selection of our Plus accessories to furnish their building in real time and they can also see and choose buildings offered in their geographical area.

We are the only commercial, government, and education modular building provider that offers this type of tool.

Mobile Modular-Sourcewell website: https://www.mobilemodular.com/industries/government/sourcewell No more writing RFP (REQUEST FOR PROPOSAL) specs for the dedicated Procurement Professional, now via Sourcewell they can search for already contracted Mobile Modular products, get quotes, and purchase 100% online. Mobile Modular provides custom prefab buildings for government-commercial & education solutions such as Temporary or Permanent Office Modular Buildings (Trailers): Government Field Office, Contractor Office Space, Modular Swing Space, Prefabricated Modular wood building, Restroom Trailers, Kitchen Trailers, Blast Resistant Modulars, Container “Conex” boxes, and any Custom-Made Modular building desired. Our Turnkey solution for modular buildings includes Site services, furniture, project management, plus turnkey solutions improve efficiency by saving you the hassle of working with multiple vendors and managing numerous invoices.

Sourcewell Agency lookup for U.S (United States) government and education agencies, or download the complete Nationwide of nonprofit member list: SOURCEWELL Participating Agency List for Nonprofits in the US.xlsx and the Nationwide Government & Education agencies list: SOURCEWELL Participating Agency List for Government & Education Agencies in the US.xlsx Agency Lookup: https://www.sourcewell-mn.gov/lookup Mobile Modular-Sourcewell Contract Information: https://www.sourcewell-mn.gov/cooperativepurchasing/120822-mmr Mobile Modular-Sourcewell approved pricing list information:
https://azureadminmgrc.sharepoint.com/:x:/r/sites/MM/_layouts/15/doc2.aspx?sourcedoc=%7Babeb856c8876-4571-ac63-195478acf4ce%7D&action=edit&wdPreviousSession=337bf574-febf-4031-864ad0288faca91d Redlands Regular Meeting of 09-02-25 413 of 1096
Quote # Q-539146 Page 1 of 8
7/28/2025 4:15:04 PM
a Division of McGrath RentCorp
Corporate Headquarters
5700 Las Positas Rd
Livermore, CA 94551
925-606-9000
www.mgrc.com
Sale Quotation and Agreement
Quote #
Date of Quote
Quote Expiration Date:

Estimate Del Date
Q-539146
07/28/2025
09/27/2025
09/25/2025
Buyer PO#:

Buyer Name and Billing Address Site Information Seller Name City of Redlands (“Buyer”)
Nevada Street,
Redlands, CA 92374
Sean Kilday
Phone #: (909) 557-6653
Sean Kilday
1950 Nevada Street
Redlands, CA 92373
Cell: (909) 557-6653
Mobile Modular Management Corporation
a Division of McGrath RentCorp ("Seller")
Questions?
Contact: Mario Duran
[email protected]
Direct Phone: 1 (951) 282-4253
Equipment and Accessories Qty Purchase Price Extended Purchase Price Taxable Y
Y
Charges Upon Delivery Qty Charge Each Total One Time Taxable Office, 12x50 HCD (NonStd) (Non-Standard
Configuration.Size excludes 3' towbar.) (BID:
27720 | 2012 | Vesta)
Delivery 1 $781.00 $781.00 N
Delivery Permit 1 $194.00 $194.00 N
Block and Level Building (PW) 1 $775.00 $775.00 N
Foundation, Installation (PW (Qty and
Type subject to Engineered Drawings)) 18 $109.00 $1,962.00 Y Drawings (Engineered Foundation
Drawings) 1 $2,200.00 $2,200.00 N
Essential Material Handling Fee 1 $75.00 $75.00 N
Removal, Towbar/Hitch (PW) 1 $155.00 $155.00 N
Drawings (Ramp & Step) 1 $450.00 $450.00 N
Drawings 1 $1,200.00 $1,200.00 N
Skirting, Install (PW) 124 $27.00 $3,348.00 Y
Installation, Ramp Custom Plan (PW -
Ramp & Step) 1 $2,550.00 $2,550.00 N
Delivery Pilot 1 $465.00 $465.00 N
Total Estimated Charges
Subtotal $114,105.00
Taxes $9,297.75
Total Charges (including tax) $123,402.75
Special Notes
MOBILE MODULAR SOURCEWELL CONTRACT ID# 120822-MMR
Sourcewell Member Account ID#18877
$76,464.00
$24,486.00
Office, 12x50 HCD (NonStd) (Non-Standard
Configuration.Size excludes 3' towbar.) (BID:
27720 | 2012 | Vesta) 1
Sourcewell 12x50 Office Trailer price @ 165/SF x 400 = $99,000.00 (-) minus MM discount used building $22,536.00 = Total $76,464.00 Ramp, Custom Plan ((1) ADA Ramp max
length 38', (1) Step) (open mkt) 1 $24,486.00
Additional Notes: Mobile Modular Sourcewell Contract#1208220-MMR. (1) 12x50 Used Office Trailer, sale price using standard Sourcewell pricing (-) minus MM discount. Other sale items are using open market rates. All one-time charges except block and level, including delivery, foundation, drawings, skirting, ramp, etc. are priced using vendor or self-performed pricing to remain at or below Sourcewell approved not to exceed RSMeans plus 17%Markup.

Redlands Regular Meeting of 09-02-25 414 of 1096
Quote # Q-539146 Page 2 of 8
7/28/2025 4:15:04 PM
a Division of McGrath RentCorp
Corporate Headquarters
5700 Las Positas Rd
Livermore, CA 94551
925-606-9000
www.mgrc.com
Sale Quotation and Agreement
Quote #
Date of Quote
Quote Expiration Date:

Estimate Del Date
Q-539146
07/28/2025
09/27/2025
09/25/2025
Buyer PO#:

Flooring (LVT): Upgraded LVT
Block/Level: Price assumes building is installed using Mobile Modular standard foundation. Mobile Modular assumes installation on the minimum foundation design criteria/tolerances. For DSA buildings, it is assumed building will be installed on the minimum amount of foundation lumber per the applicable DSA approved stockpile drawings and site will not exceed 4-1/2" out of level. Additional material and labor charges apply for installing buildings above minimum foundation design criteria, raising buildings to meet specific finish floor elevations, raising building level to adjacent buildings, landings, walkways, transitions, etc.

Tie-downs: Quantity and price may vary based on seismic source factor and site conditions. Patch and repair of site after removal is not included and is the responsibility of the Customer. Alternative non-penetrating seismic system is available for an additional charge. Wetstamped engineering available for an additional charge.

Modification: Mobile Modular will provide an invoice for payment for modification in advance of completing the customizations. We want to meet your expectations so it is important that we receive payment promptly. We can schedule the contract for production once the contract is approved and payment is received.

Product Availability: Product availability and delivery date are subject to product availability upon receipt of signed Agrement and/or credit approval.

General: Customer's site must be dry, compacted, level and accessible by normal truck delivery. Pricing does not include any clearing or grading of sites, obstruction removal, site or final building clean up , any asphalt transitions,dolly, crane, forklift, electrical or plumbing connections, window coverings, furniture, casework, appliances, doorstops,phone or data lines, gutters, downspouts or tie-in, temporary power, temporary fencing, traffic control, flagmen, soil and/or pull test, custom engineering, fees associated with inspections, city or county submittals and/or use permits,security screens, door bars and any item not specifically listed as being included.

Yes - Prevailing Wage: Pricing includes prevailing wage and certified payroll for installation work performed on site.

Skirting: Skirting installation & removal is not included unless otherwise noted. When included, it is non-structural, non-fire rated and cosmetic only. Skirting pricing assumes a level site.

Used building sale: Quotation is for a used modular building sold in "as is" condition. Unless stated otherwise, MMMC will only perform a general cleaning & repair, reseal the roof, doors & windows, and test the electrical, mechanical &plumbing systems to ensure working condition at the time
of delivery. For warranty information, please refer to the Supplemental Sale Terms and Conditions located on Seller's website at:
https://www.mobilemodular.com/Content/Documents/ContractTerms/Supplemental-Sale-T-and-C.pdf Quote Based on Mobile Modular Standard Unit: Does not include permits, utility hook ups, site work, office equipment,furniture, coffee/water service, cleaning service, phone/internet service. Quote only includes items specifically listed on quote. If additional equipment is needed to set building, there will be an additional cost.

Buildings containing a restroom(s): Restrooms are not self-contained. Where applicable, manifolds are shipped loose and assembled and connected by others. Water & sewer stub-out locations may vary. Paper & soap dispensers,sanitary and trash receptacles are not provided.

Site Installation Requirements: Prior to delivery, Customer shall mark the four corners where the building is to be placed on the site/pad location, and shall also mark the locations of door(s) and ramp(s). Should special handling be required to position, install, or remove the modular building on Customer's site due to site conditions/constraints and/or obstructions, Customer will be responsible for additional charges. Additional rolling charges may be applicable as site conditions necessitate.

Site Plan Review: Mobile Modular is not responsible for review and verification of Customer's site plans, civil plans,soils tests/survey's, etc.

It is the responsibility of the Customer to ensure the site plans and site conditions meet applicable codes and governing body approvals.

This includes, but is not limited to, ensuring the building pad/site allows for standard delivery and installation based on the minimum foundation design tolerances as per applicable approved stockpile drawings/foundation design.

MOBILE MODULAR SOURCEWELL CONTRACT ID# 120822-MMR
Redlands Regular Meeting of 09-02-25 415 of 1096
Quote # Q-539146 Page 3 of 8
7/28/2025 4:15:04 PM
a Division of McGrath RentCorp
Corporate Headquarters
5700 Las Positas Rd
Livermore, CA 94551
925-606-9000
www.mgrc.com
Sale Quotation and Agreement
Quote #
Date of Quote
Quote Expiration Date:

Estimate Del Date
Q-539146
07/28/2025
09/27/2025
09/25/2025
Buyer PO#:

Delivery Date: Delivery date will not be confirmed until Mobile Modular receives and approves the signed Agreement and all credit conditions have been met.

Delivery of Equipment: Customer is responsible for selecting a suitable site and directing Mobile Modular on exact placement/orientation of the Equipment. Customer shall physically mark the site/pad to indicate corner locations for Equipment placement.

Clarifications
• The Total Price quoted in this Agreement shall be valid through the Quote Expiration Date set forth herein or for 30 days from the Date of Quote, whichever is earlier. Notwithstanding the foregoing, in the event this Agreement is signed by Buyer after the applicable expiration date, Seller shall have the option to either accept as set forth below or reject the Agreement in writing.

Seller may accept the Agreement by: (1) signing the Agreement below; (2) notifying Buyer in writing of Seller's acceptance; or (3) beginning performance of the Services set forth herein. • This transaction is subject to prior approval of Buyer’s credit to the sole satisfaction of Seller. • Buyer is responsible for proper preparation of the Site prior to delivery of the Equipment in accordance with the terms and conditions of this Agreement.
• In-fleet used Equipment is subject to availability at the time of Buyer’s signing of this Agreement. • Unless otherwise noted, all Equipment is previously leased and in used condition. Any floor plans attached or provided are conceptual only. Materials, dimensions, and specifications might vary. Detailed specifications may be available upon request.
• A down payment may be required at the time of Buyer’s execution of this Agreement, as specified in the Payment section of the Sale Terms and Conditions, or as may otherwise be specified in this Agreement. • Sales and any other taxes will be calculated based on the applicable rates at the time of invoicing and the Total Price will be adjusted accordingly.
• Unless otherwise noted, prices do not include prevailing wages, Davis-Bacon Act wages or benefits, or other special or certified wages or benefits.

MOBILE MODULAR SOURCEWELL CONTRACT ID# 120822-MMR
Redlands Regular Meeting of 09-02-25 416 of 1096
Quote # Q-539146 Page 4 of 8
7/28/2025 4:15:04 PM
a Division of McGrath RentCorp
Corporate Headquarters
5700 Las Positas Rd
Livermore, CA 94551
925-606-9000
www.mgrc.com
Sale Quotation and Agreement
Quote #
Date of Quote
Quote Expiration Date:

Estimate Del Date
Q-539146
07/28/2025
09/27/2025
09/25/2025
Buyer PO#:

This Sale Quotation and Agreement is entered into by and between Seller and Buyer effective as of the date signed by Buyer.

This Sale Quotation and Agreement includes the terms and conditions set forth in the following two documents (collectively, the “Agreement”), each of which is incorporated herein by this reference, and together shall collectively be one integrated contract:

1. Sale Terms and Conditions attached hereto; and

2. Supplemental Sale Terms and Conditions located at https://www.mobilemodular.com/contractterms as the same may be updated from time to time in the sole and absolute discretion of Lessor.

By signing below, Seller: (1) acknowledges and agrees that it has received, read and understands the terms of this Agreement and agrees to be bound by the terms of this Agreement, including prices and specifications, and (2) instructs Seller to make appropriate arrangements for the preparation and delivery of the Equipment identified herein. This Agreement may be executed in one or more counterparts (including through the use of electronic signatures), each of which shall be deemed an original and all of which shall constitute one and the same Agreement. Upon execution of this Agreement, Seller shall generate a Sale Agreement Number, which shall be referenced on all Seller invoices.

No document provided by Buyer including, without limitation, Buyer’s purchase orders, work orders, bills of lading, or forms for receipt or acknowledgment or authorization (“Buyer Forms”), nor the terms and conditions associated with such Buyer Forms, shall amend, modify, supplement, waive, or release any term or condition of this Agreement even if such Buyer Forms are signed by an agent or representative of Seller. The terms and conditions of this Agreement shall prevail over any Buyer Forms, and any inconsistent or additional terms and conditions in Buyer Forms shall be deemed void ab initio and of no force or effect.

The individuals signing this Agreement affirm that they are duly authorized to execute this Agreement by and on behalf of the parties hereto.

SELLER: BUYER:

Mobile Modular Management Corporation
a Division of McGrath RentCorp
City of Redlands
Signature:
/InternalSigner/
Signature:
/CustomerSigner/
Name:
/InternalSignerName/
Name:
/CustomerSignerName/
Title:
/InternalSignerTitle/
Title:
/CustomerSignerTitle/
Date:
/InternalDateSigned/
Date:
/CustomerDateSigned/
MOBILE MODULAR SOURCEWELL CONTRACT ID# 120822-MMR
Redlands Regular Meeting of 09-02-25 417 of 1096
Quote # Q-539146 Page 5 of 8
7/28/2025 4:15:04 PM
a Division of McGrath RentCorp
Corporate Headquarters
5700 Las Positas Rd
Livermore, CA 94551
925-606-9000
www.mgrc.com
Sale Quotation and Agreement
Quote #
Date of Quote
Quote Expiration Date:

Estimate Del Date
Q-539146
07/28/2025
09/27/2025
09/25/2025
Buyer PO#:

SALE TERMS AND CONDITIONS

1. SALE. Seller agrees to sell to Buyer, and Buyer agrees to purchase from Seller, the Equipment. “Equipment” means the modular buildings identified in the Agreement, and any Accessories to be furnished by Seller to Buyer. “Accessories” means any additions, attachments, add-ons, fitments, parts, components, or accessories to the modular buildings to be furnished by Seller to Buyer as may be specified in under this Agreement. In connection with its sale of the Equipment and Accessories, Seller shall also perform the services described in the Charges Upon Delivery and/or as clarified in the Special Notes portion of this Agreement, if applicable (the “Services”). This Agreement is not a construction contract or a contract for improvements to real estate or for the design, planning, construction, alteration, repair or maintenance of a building, structure or appurtenance. Seller is not a designer or a manufacturer of the Equipment.

2. PAYMENT. Buyer shall pay Seller the Total Price set forth in the Agreement, which shall include all amounts owed for the Equipment, Accessories, and Services and which shall be subject to adjustments for changes, unknown conditions or unforeseen circumstances, including, but not limited to, driver waiting time, special transport permits, difficult site conditions, or increases in fuel prices, in accordance with the terms of this Agreement and subject to adjustments for all applicable taxes calculated at the time of invoicing (collectively, the “Purchase Price”) on the applicable payment schedule listed below. Notwithstanding the possible payment schedules listed below, in the event that an alternate payment schedule is specified in the Special Notes of this Agreement, such alternate payment schedule shall supersede the payment schedules listed below. Any amounts not specified in the applicable payment schedule that hereafter become due from Buyer to Seller pursuant to the terms of this Agreement shall be due thirty (30) days after Buyer’s receipt of Seller’s invoice, unless a different payment period is provided herein. No payments due from Buyer shall be reduced by any abatement, setoff, or back charge of any kind whatsoever arising from any cause whatsoever. Neither title nor ownership of the Equipment shall pass to Buyer before the entire Purchase Price has been paid to Seller. Buyer hereby grants to Seller, to secure the payment and performance in full of all of Buyer’s obligations under this Agreement, a security interest in the Equipment consistent with the provisions of Section 18 of the Supplemental Sale Terms and Conditions. (a) NEW EQUIPMENT AND SERVICES PAYMENT SCHEDULE.
• Fifty percent (50%) of the Total Price upon Buyer’s execution of this Agreement. • Forty percent (40%) of the Total Price no less than three (3) business days prior to the scheduled delivery of the Equipment to the Site.
• Ten percent (10%) of the Total Price Net 30 days from the date of substantial completion of Seller’s scope of work (substantial completion does not include punch list items).
(b) USED EQUIPMENT AND SERVICES PAYMENT SCHEDULE.
• Twenty-five percent (25%) of the Total Price upon Buyer’s execution of this Agreement. • Sixty-five percent (65%) of the Total Price no less than three (3) business days prior to the scheduled delivery of the Equipment to the Site.
• Ten percent (10%) of the Total Price Net 30 days from the date of substantial completion of Seller’s scope of work (substantial completion does not include punch list items).

3. SELLER SCOPE OF WORK; EXCLUSIONS; CHANGE ORDER. Seller’s scope of work is limited to (1) the procurement and/or preparation of the Equipment and Accessories (if any) to meet the specifications set forth in this Agreement; and (2) performance of the Services. The Total Price excludes all additional services, accessories, ancillary items or equipment and additional on-site labor.

The following are obligations of the Buyer and specifically excluded from Seller’s obligations under this Agreement: (i) permits and licensing related to the Site; (ii) Site engineering or other design services; (iii) selection or preparation of the Site (iv) utilities or temporary power, and (viii) utility connections, whether temporary or permanent. Buyer may request changes or alterations in Seller’s scope of work, which Seller may or may not agree to in Seller’s sole discretion. Any written change orders shall be incorporated by reference into this Agreement and subject to all Terms and Conditions set forth herein.

4. SCHEDULE; BUYER DELAYS.
(a) Buyer will schedule operations such that delivery and installation of the Equipment may be carried out by Seller in one continuous operation and in proper sequence. Should there be delays in the Buyer’s preparation of the Site which would delay delivery and/or installation of the Equipment, Buyer shall notify Seller no less than ten (10) days in advance of the Estimated Delivery Date. In the event Buyer fails to comply with the foregoing requirements, Buyer will reimburse Seller for actual costs and damages incurred, including a reasonable markup for overhead and profit for work performed by Seller, resulting from such delay. Any such delay resulting therefrom will extend Seller’s period of performance, which may not be a day for day extension of time. (b) If Buyer delays delivery of the Equipment for any reason for thirty (30) days or longer from the original Estimated Delivery Date, Seller, in its sole discretion may take one or more of the following actions which Buyer shall be notified of in writing: (1) revise MOBILE MODULAR SOURCEWELL CONTRACT ID# 120822-MMR
Redlands Regular Meeting of 09-02-25 418 of 1096
Quote # Q-539146 Page 6 of 8
7/28/2025 4:15:04 PM
a Division of McGrath RentCorp
Corporate Headquarters
5700 Las Positas Rd
Livermore, CA 94551
925-606-9000
www.mgrc.com
Sale Quotation and Agreement
Quote #
Date of Quote
Quote Expiration Date:

Estimate Del Date
Q-539146
07/28/2025
09/27/2025
09/25/2025
Buyer PO#:
prices to reflect current market rates for materials, equipment or services, which Seller shall notify Buyer of in a written change order prior to delivery of the Equipment; (2) require Buyer to pay any remaining balance of the Purchase Price in full; (3) require Buyer to pay a monthly fee for storage of the Equipment; and (4) terminate the Agreement and in so doing, Buyer shall be responsible for payment to Seller of a termination fee (“Termination Fee”) for the costs incurred and profits lost as a result of Seller’s performance of its obligations under this Agreement prior to such termination, and which must be paid to Seller within ten (10) business days of receipt of written notice from Seller. Any partial payments previously made to Seller will be credited against the Termination Fee and amounts in excess of the Termination Fee may be refunded to Buyer. In the event that Buyer fails to timely pay the Termination Fee, Seller shall have the right to collect the full Purchase Price plus all additional costs, including attorneys’ fees, incurred due to Buyer’s failure to timely take delivery of the Equipment and/or to pay such Termination Fee.

5. CANCELLATION. It is understood and agreed between the parties that, upon the Buyer’s execution of this Agreement and acceptance of all Buyer obligations set forth herein, Seller shall proceed with procurement of any materials, equipment, labor, or otherwise in the performance of its obligations hereunder and in so doing, may incur extraordinary costs and expenses. All sales are final and nonrefundable upon delivery of the Equipment to the Site. Any requests to cancel this Agreement prior to delivery may or may not be accepted in Seller’s sole discretion and must be agreed upon by Seller in a writing that expressly references this Agreement and provides all the terms and conditions of the cancellation. In the event Seller accepts a cancellation requested by Buyer, the terms of the cancellation will include a payment to Seller for the costs incurred and profits lost as a result of Buyer’s cancellation (a “Cancellation Fee”), which must be paid to Seller within ten (10) business days of receipt of written notice from Seller. Any partial payments to Seller will be credited against the Cancellation Fee and amounts in excess of the Cancellation Fee may be refunded to Buyer. No cancellation, even if accepted by Seller, shall be effective unless and until Buyer timely and fully pays the Cancellation Fee. In the event Seller accepts Buyer’s cancellation but Buyer fails to timely pay the Cancellation Fee, Seller shall have the right to collect the full Purchase Price plus all additional costs, including attorneys’ fees, incurred due to Buyer’s failure to complete the cancellation.

6. EQUIPMENT INSPECTION; ACCEPTANCE. Following delivery and installation of the Equipment, Buyer shall inspect the Equipment within forty-eight (48) hours of substantial completion of Seller’s scope of work for such Equipment. Buyer shall immediately notify Seller in writing of any observed defects upon completion of such inspection and should Buyer fail to submit such written documentation within the foregoing timeframe, it shall be conclusively presumed between Buyer and Seller that Buyer has inspected the Equipment and that all Equipment is in conformance with the Agreement and has been accepted by Buyer.

7. RISK OF LOSS. All risk of loss or damage to the Equipment shall transfer to Buyer upon delivery of the Equipment to the Site.

8. INSURANCE. Upon delivery of the Equipment and until Buyer has paid for the Equipment in full, Buyer shall procure and maintain, at its sole expense (including all premiums, deductibles and self-insured retentions), (i) property insurance covering the loss, theft, destruction, or damage to the Equipment in an amount not less than the full replacement value thereof (and with a deductible no higher than $25,000), naming Seller as loss payee of the proceeds, and (ii) commercial general liability insurance (minimum of $1,000,000 per occurrence and $2,000,000 in the aggregate) (and with a deductible no higher than $25,000), naming Seller and its designees as additional insureds. Buyer's insurance shall be primary and non-contributory to any insurance maintained by Seller or any other additional insureds. The liability insurance policy shall contain cross-liability and waiver of subrogation provisions in favor of Seller and any other additional insureds. All evidence of all required insurance shall be in a form reasonably acceptable to Seller and with a company having an A.M. Best rating of A- (VII) or better, and shall not be subject to cancellation without thirty (30) days’ prior written notice to Seller. Buyer shall provide to Seller insurance certificates and endorsements (including without limitation, additional insured and loss payee endorsements) evidencing compliance with the insurance requirements of this Agreement (including without limitation, the deductible amounts and waiver of subrogation) prior to delivery of the Equipment and shall maintain all required insurance coverage until Buyer has paid for the Equipment in full. Seller will not and does not provide insurance for any of Buyer’s personal property that may be in or on any Equipment. Any failure by Seller to obtain or receive certificates of insurance or any endorsements prior to delivering the Equipment to Buyer will not be deemed a waiver of Buyer’s obligations to procure and maintain the insurance specified herein.

MOBILE MODULAR SOURCEWELL CONTRACT ID# 120822-MMR
Redlands Regular Meeting of 09-02-25 419 of 1096
Quote # Q-539146 Page 7 of 8
7/28/2025 4:15:04 PM
a Division of McGrath RentCorp
Corporate Headquarters
5700 Las Positas Rd
Livermore, CA 94551
925-606-9000
www.mgrc.com
Sale Quotation and Agreement
Quote #
Date of Quote
Quote Expiration Date:

Estimate Del Date
Q-539146
07/28/2025
09/27/2025
09/25/2025
Buyer PO#:

9. INDEMNIFICATION. TO THE FULL EXTENT NOT PROHIBITED BY LAW, BUYER, ON BEHALF OF ITSELF, ITS SUCCESSORS,

ASSIGNS, PARENTS, SUBSIDIARIES, VENDORS, SUBCONTRACTORS, AND AFFILIATES, AND THEIR RESPECTIVE

REPRESENTATIVES, DIRECTORS, OFFICERS, MANAGERS, VENDORS, MEMBERS, SHAREHOLDERS, PARTNERS, CONTRACTORS, EMPLOYEES, AGENTS, AND ASSIGNS (EACH, A “BUYER PARTY,” AND COLLECTIVELY, THE “BUYER PARTIES”) SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS, SELLER, ITS SUCCESSORS, ASSIGNS, PARENTS,

SUBSIDIARIES, VENDORS AND CONTRACTORS (INCLUDING BUT NOT LIMITED TO TRANSPORTATION AND DELIVERY

VENDORS AND CONTRACTORS), AND AFFILIATES, AND THEIR RESPECTIVE REPRESENTATIVES, DIRECTORS, OFFICERS, VENDORS, CONTRACTORS, EMPLOYEES, AGENTS, AND ASSIGNS (COLLECTIVELY, THE “INDEMNIFIED PARTIES”) FROM AND AGAINST ANY AND ALL LOSSES, FEES, COSTS, EXPENSES, CLAIMS, LIABILITIES, DAMAGES, PENALTIES, FINES, FORFEITURES, AND SUITS (INCLUDING COSTS OF DEFENSE, SETTLEMENT AND ATTORNEYS’ FEES,

ENVIRONMENTAL CONSULTANTS AND EXPERT WITNESS FEES WHETHER INCURRED IN THE ASSESSMENT OR MANAGEMENT OF ANY CLAIM OR AT TRIAL AND ON APPEAL) (COLLECTIVELY, “LOSSES”) RELATING TO OR ARISING OUT OF OR IN CONNECTION WITH THIS AGREEMENT, INCLUDING WITHOUT LIMITATION : (1) ANY BREACH OR NONFULFILLMENT OF ANY COVENANT, AGREEMENT, OR OBLIGATION TO BE PERFORMED BY BUYER UNDER THIS

AGREEMENT, OR ANY INACCURACY IN OR BREACH OF ANY OF THE REPRESENTATIONS OF BUYER SET FORTH IN THIS AGREEMENT; (2) BUYER’S OWNERSHIP AND UTILIZATION OF THE EQUIPMENT; (3) ANY DEATH OR BODILY INJURY TO

ANY PERSON OR DESTRUCTION OR DAMAGE TO ANY PROPERTY TO WHICH THE ACTS OR OMISSIONS OF A BUYER PARTY CONTRIBUTED; OR (4) ANY NEGLIGENT OR INTENTIONAL ACT OR OMISSION OF ANY BUYER PARTY OR ANY ACTION RELATED TO OR ANY USE OF ANY EQUIPMENT. If the indemnity and defense obligations in this Paragraph are otherwise prohibited by law, Buyer agrees to indemnify, defend and hold the Indemnified Parties harmless from Losses to the maximum extent permitted by Law. The indemnity and defense obligations of the Buyer under this Paragraph and those elsewhere in this Agreement and any other related agreements (i) shall not be limited by any limitation on the amount or type of damages, compensation, or benefits payable under workers compensation acts, disability acts, or other employee benefit acts, (ii) shall survive any termination or expiration of this Agreement and shall apply to Losses arising before or after the performance of any obligation under this Agreement, (iii) shall not be construed to negate, abridge, or reduce any other rights, including rights of indemnity accorded by Law to the persons or entities indemnified, and (iv) shall not be limited or diminished in any way by insurance coverage.

10. LIMITATION OF LIABILITY. TO THE FULLEST EXTENT NOT PROHIBITED BY LAW, SELLER’S LIABILITY, IF ANY, SHALL BE LIMITED TO THE VALUE OF THE total PRICE, AND SELLER SHALL HAVE NO LIABILITY TO BUYER OR ANY THIRD PARTY

FOR ANY INDIRECT, SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES WHETHER BASED ON CONTRACT, TORT (INCLUDING NEGLIGENCE), STRICT LIABILITY OR OTHERWISE.

11. WARRANTIES.
(a) USED EQUIPMENT. Except as specifically stated in Section 6(b) below, all Equipment is previously leased or used and will exhibit normal wear and tear consistent with other used equipment of similar age or use, including with respect to wall panel surfaces, ceiling tiles, windows, flooring, general appearance, etc. BUYER ACKNOWLEDGES AND AGREES THAT THE EQUIPMENT IS SOLD “AS IS, WHERE IS, AND WITH ALL FAULTS.” SELLER MAKES NO WARRANTY, GUARANTY, OR REPRESENTATION

WHATSOEVER, EXPRESS OR IMPLIED, ORAL OR WRITTEN, WITH RESPECT TO THE ADEQUACY OF THE SITE OR FITNESS

OF UTILITIES AT THE SITE OR THE DURABILITY, CONDITION, QUALITY, DESIGN, CAPACITY, SUITABILITY, OR PERFORMANCE OF THE EQUIPMENT; AND SELLER EXPRESSLY DISCLAIMS, WHETHER ARISING BY LAW, COURSE OF

DEALING, COURSE OF PERFORMANCE, USAGE OF TRADE OR OTHERWISE, ANY (A) WARRANTY OF MERCHANTABILITY, (B) WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE, AND (C) WARRANTY AGAINST INFRINGEMENT OF ANY PATENT, COPYRIGHT, TRADEMARK, TRADE SECRET OR OTHER PROPRIETARY RIGHTS OF A THIRD PARTY. BUYER

ACKNOWLEDGES AND AGREES THAT IT HAS SELECTED AND INSPECTED ALL EQUIPMENT PRIOR TO MAKING FULL

PAYMENT OF THE TOTAL PRICE OR BEFORE ACCEPTING DELIVERY AND RISK OF LOSS, AND THAT BUYER IS SATISFIED AS TO THE EQUIPMENT’S CONDITION.
(b) NEW EQUIPMENT. Notwithstanding any disclaimer of warranties elsewhere in the Agreement, if the Equipment purchased under this Agreement is sold as new equipment and identified as such in the Agreement, Seller warrants in accordance with this Paragraph for twelve (12) months from the date of manufacture that the Equipment shall be new upon delivery and free from major defects in materials and workmanship that prevent its normal use and operation under normal use and regular service and maintenance by Buyer. New Accessories shall carry the warranty of the manufacturer, which Seller shall assign to Buyer to the extent transferable.

Provided Buyer provides written notice to Seller of any failure or defect in the Equipment within two (2) days after its discovery and within the applicable warranty period, Seller shall replace the Equipment or repair the defect. Failure to provide timely notice shall result in a limitation or voidance of this warranty. If Buyer does not grant access for repairs during normal working hours, which are 8:00 a.m. to 5:00 p.m., Monday through Friday, Buyer shall bear the cost of any overtime labor. This warranty does not extend to any Equipment that has been subjected to improper use, damaged by accident or abuse, or repaired or altered by Buyer without prior written authorization from Seller. THIS EXPRESS WARRANTY FOR NEW EQUIPMENT IS SELLER’S SOLE AND EXCLUSIVE

WARRANTY AND RECOURSE UNDER THIS AGREEMENT FOR NEW EQUIPMENT, AND IT IS LIEU OF, AND SELLER

EXCLUDES AND EXPRESSLY DISCLAIMS, ALL OTHER WARRANTIES, GUARANTEES, AND REPRESENTATIONS OF ANY

KIND, EXPRESS OR IMPLIED, ORAL OR WRITTEN, WHETHER ARISING BY LAW, COURSE OF DEALING, COURSE OF

PERFORMANCE, USAGE OF TRADE OR OTHERWISE, ANY (A) WARRANTY OF MERCHANTABILITY, (B) WARRANTY OF

FITNESS FOR A PARTICULAR PURPOSE AND (C) WARRANTY AGAINST INFRINGEMENT OF ANY PATENT, COPYRIGHT, TRADEMARK, TRADE SECRET OR OTHER PROPRIETARY RIGHTS OF A THIRD PARTY.

MOBILE MODULAR SOURCEWELL CONTRACT ID# 120822-MMR
Redlands Regular Meeting of 09-02-25 420 of 1096
Quote # Q-539146 Page 8 of 8
7/28/2025 4:15:04 PM
a Division of McGrath RentCorp
Corporate Headquarters
5700 Las Positas Rd
Livermore, CA 94551
925-606-9000
www.mgrc.com
Sale Quotation and Agreement
Quote #
Date of Quote
Quote Expiration Date:

Estimate Del Date
Q-539146
07/28/2025
09/27/2025
09/25/2025
Buyer PO#:
(c) SERVICES. Seller warrants to Buyer that it shall perform the Services using personnel of required skill, experience, and qualifications and in a professional and workmanlike manner in accordance with generally recognized industry standards for similar services and shall devote adequate resources to meet its obligations under this Agreement. With respect to any Services subject to a claim under the warranty set forth in this Section, Seller shall, in its sole discretion, (i) repair or re-perform the applicable Services or (ii) credit or refund the price of such Services at the pro rata contract rate. The Seller shall not be liable for a breach of the warranties set forth in this Section unless: (i) Buyer gives written notice of the defective or non-conforming Goods or Services, as the case may be, reasonably described, to Seller within three (3) months of Seller’s performance of the Services and within four (4) days of the time when Buyer discovers the defect. This warranty does not extend to any defect caused by accident or abuse, or repaired or altered by Buyer without prior written authorization from Seller. EXCEPT FOR THE SERVICES WARRANTIES SET FORTH IN THIS SECTION, SELLER MAKES NO WARRANTIES WHATSOEVER WITH RESPECT TO THE SERVICES. ALL OTHER WARRANTIES, EXPRESS AND IMPLIED, ARE EXPRESSLY DISCLAIMED.
(d) MANUFACTURER WARRANTIES. Seller hereby assigns to Buyer any warranties applicable to the Equipment received from a manufacturer to the extent such warranties are still applicable, in force and assignable. Buyer hereby waives, and agrees that it will not assert, any claim of any nature whatsoever against Seller based on any manufacturer warranties. If any manufacturer warranties that remain valid and in force cannot be assigned or made available to Buyer, Seller agrees to use reasonable efforts at Buyer’s cost to enforce such warranties.

12. DEFAULT; REMEDIES OF SELLER. Each of the following shall constitute an "Event of Default": (1) Buyer’s failure to make any required payment to Seller within ten (10) calendar days after its due date, including but not limited to Buyer’s failure to make timely payments in accordance with the payment schedules in Section 2(a) through 2(b) hereof; (2) Buyer’s failure in the performance of any other obligation under this Agreement and the continuance of such default for ten (10) calendar days after written notice thereof by Seller to Buyer; (3) any warranty, representation or statement made or furnished to Seller by or on behalf of Buyer proves to be false in any material respect; (4) any uninsured loss, theft, damage or destruction to, or the attempted sale or encumbrance by Buyer of, the Equipment, or any levy, seizure or attachment thereof or thereon, prior to payment of the Purchase Price in full; (5) Buyer’s insolvency, dissolution, winding up, termination of existence, or cessation or discontinuance of business prior to payment of the Purchase Price in full; (6) the appointment of a receiver of any part of, the assignment for the benefit of creditors by, or the commencement of any proceedings under any bankruptcy, reorganization or arrangement laws by or against, the Buyer prior to payment of the Purchase Price in full. Buyer acknowledges that any Event of Default will substantially impair the value of this Agreement to Seller; or (7) Buyer’s breach of any other agreement between Buyer and Seller, regardless of whether the effective date of such agreement is before or after the Effective Date. Upon the occurrence of any Event of Default and any time thereafter prior to payment of the Purchase Price in full, Seller may exercise one or more of the following remedies: (1) terminate this Agreement; (2) declare all unpaid payments under this Agreement to be immediately due and payable; (3) direct Buyer at its expense to promptly prepare the Equipment for pickup by Seller and take possession of the Equipment wherever found, and for this purpose enter upon any premises of Buyer and remove the Equipment, without any liability to Buyer or requirement for a suit, action, bond or other proceedings; (4) use, hold, sell, lease or otherwise dispose of the Equipment on the Site or any other location without affecting the obligations of Buyer as provided in this Agreement; (6) proceed by appropriate action either in law or in equity to compel Buyer’s performance or to recover damages sufficient to ensure that Seller receives the full benefit of it bargain under this Agreement, plus attorneys’ fees and any other expenses paid or incurred by Seller in connection with repossession, holding, repair and subsequent disposition of the Equipment; (7) apply any deposit or down payment specified in this Agreement to payment of Seller’s costs, expenses and attorneys’ fees incurred in enforcing this Agreement (provided, however, nothing herein shall be construed to mean that Seller’s damages are limited to the amount of such deposit or down payment); and (8) exercise any and all other rights of Seller under applicable law. These rights and remedies are nonexclusive and may be exercised concurrently or separately. Seller’s waiver of any Event of Default shall not constitute a waiver of any other Event of Default or of any other right under this Agreement or applicable law.

Sale Terms and Conditions, Rev01/14/25
MOBILE MODULAR SOURCEWELL CONTRACT ID# 120822-MMR
Redlands Regular Meeting of 09-02-25 421 of 1096

Modular Design
(All drawings and specifications are nominal)
11450 Mission Blvd, Mira Loma, CA 91752
Mario Duran | 951.282.4253 | [email protected] 12x50:

MOBILE MODULAR SOURCEWELL CONTRACT ID# 120822-MMR
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City Council Meeting I. 23.

DATE: 09/02/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Approve a Third Amendment to the Professional Services Agreement with Carollo Engineers, Inc. for the Tate Water Treatment Plant Raw Water Influent Pipeline Replacement Project extending the completion time by twelve (12) months to October 18, 2026 (Municipal Utilities and Engineering Director Harris) MOTION(S):

If City Council determines the staff recommendation is appropriate, the following motion is provided:

I move that the City Council approve the Third Amendment to the Professional Services Agreement with Carollo Engineers, Inc.

RECOMMENDATION:

Staff recommends City Council approval of the Third Amendment to the Professional Services Agreement with Carollo Engineers, Inc. for the Tate Water Treatment Plant Raw Water Influent Pipeline Replacement Project extending the completion time by twelve (12) months to October 18, 2026.

DISCUSSION:

The City extracts groundwater and receives raw water from two (2) surface water sources for treatment and disinfection to meet drinking water standards prior to distribution through the potable water system. Santa Ana River surface water is received and treated at the Hinckley Water Treatment Plant, and Mill Creek surface water is received and treated at the Tate Water Treatment Plant (Tate). Tate has a potable water treatment capacity of twenty million gallons per day (20 MGD), with average daily production of seven (7) MGD and peak day production of eleven (11) MGD during the peak water use season (July-September). Tate operates in the 2,340' pressure zone and is able to supply approximately eighty-seven percent (87%) of the City's water service Redlands Regular Meeting of 09-02-25 423 of 1096
supply approximately eighty-seven percent (87%) of the City's water service area customers. The Tate facility has been upgraded, and its processes enhanced to improve water supply reliability by allowing State Water Project water to be mixed with Mill Creek water for treatment. Brady & Associates, Inc. recently completed a Condition, Structural, and Seismic Assessment of the Tate raw water transmission pipeline and recommended replacement.

The goal of this phase of the Tate WTP Raw Water Influent Pipeline Replacement Project (Project) is to engineer a new raw water influent pipeline from the box structure near the Southern California Edison Power House #1, across Mill Creek, and join existing pipeline valving at the Tate connection point.

The Project also serves as a distribution for Crafton Water Company and the San Bernardino Valley Water Conservation District, and includes valves and flow meters to separately control and measure flows. The Project will likely be constructed in two (2) separate phases in the future and construction documents will be provided for each phase.

On April 19, 2022, City Council approved a Professional Services Agreement with Carollo Engineers, Inc. (Carollo) for this phase of the Project and determined the Project to be exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act. On October 3, 2023, City Council approved the First Amendment to the Agreement extending the completion term by twelve (12) months to October 18, 2024. On October 1, 2024, City Council approved the Second Amendment to the Agreement extending the completion term by an additional twelve (12) months to October 18, 2025. Continued delays coordinating engineering reviews and permitting with outside agencies necessitate an additional twelve (12) month extension to the contract term. If this Third Amendment is approved, the amended completion date will be October 18, 2026. No additional Agreement revisions are proposed.

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
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REVIEWED BY:

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

John R. Harris, Municipal Utilities and Engineering Director Fiscal Impact
Fiscal Year: FY 25/26
Revenue Generating: N
Appropriation Required Y/N: N
Budgeted Y/N: Y
Discussion:

There is no fiscal impact associated with this action.

Attachments
Professional Services Agreement Carollo
First Amendment Carollo
Second Amendment Carollo
Third Amendment Carollo
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1 I:\cmo\Agreements\Third Amendment Carollo Engineers, Inc. FY2526-013.docx-ms

THIRD AMENDMENT TO AGREEMENT TO PERFORM PROFESSIONAL SERVICES This third amendment (“Third Amendment”) to the agreement for Engineering services related to the Tate Water Treatment Plant Raw Water Influent Pipeline Replacement Project dated April 19, 2022 (“Agreement”), by and between the City of Redlands, a municipal corporation (“City”), and Carollo Engineers, Inc., a Delaware corporation (“Consultant”), is made and entered into this 2
nd day of September, 2025.

RECITALS
WHEREAS, it is the desire of the City and Consultant to amend their existing Agreement, specifically to extend the contract term by twelve (12) months to October 18, 2026.

NOW, THEREFORE, City and Consultant agree as follows:

AGREEMENT
Section 1. Article 4 of the Agreement, entitled “Performance of Services,” is hereby amended to read as follows:
“4.2 The term of this Agreement shall be for a period of fifty-four (54) months commencing as of the Effective Date, unless terminated earlier as provided herein.” Section 2. All other provisions of the Agreement shall remain unchanged by this Third Amendment and in effect.

IN WITNESS WHEREOF, the parties have executed this Third Amendment, to be effective as of September 2, 2025.

CITY OF REDLANDS CARROLLO ENGINEERS, INC.
________________________________ By: ________________________________ Mario Saucedo, Mayor Graham J.G. Juby, Senior Project
Manager
ATTEST:
__________________________________
Jeanne Donaldson, City Clerk
Redlands Regular Meeting of 09-02-25 452 of 1096
City Council Meeting J. 1.

DATE: 09/02/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Discussion and possible action relating to the designation of a voting delegate and alternate(s) to the 2025 League of California Cities Annual Conference scheduled to occur October 8-10, 2025 in Long Beach (Mayor Saucedo)
MOTION:

I move to designate _____________________ to serve as the voting delegate for the League of California Cities 2025 Annual Conference.

1. I move to designate ____________________ to serve as alternate voting delegates for the League of California Cities 2025 Annual Conference.

2. DISCUSSION:

The 2025 Annual Conference of the League of California Cities is scheduled for October 8-10 in Long Beach. An important aspect of the annual conference is the Annual Business Meeting where the League membership considers and takes action on resolutions that establish League policy.

In order to vote at the Annual Business Meeting, the City Council must designate a voting delegate. The City Council may also appoint up to two alternate voting delegates, one of whom may vote in the event that the designated voting delegate is unable to serve in that capacity.

Additional information is provided in the attached memorandum and voting procedures from the League of California Cities.

Attachments
League of California Cities Memo-2025
Redlands Regular Meeting of 09-02-25 453 of 1096
1400 K Street, Suite 400, Sacramento, CA 95814 • 916.658.8200 • calcities.org

DATE: Wednesday, July 16, 2025
TO: Mayors, Council Members, City Clerks, and City Managers RE: DESIGNATION OF VOTING DELEGATES AND ALTERNATES
League of California Cities Annual Conference and Expo, Oct. 8-10, 2025 Long Beach Convention Center
Every year, the League of California Cities convenes a member-driven General Assembly at the Cal Cities Annual Conference and Expo. The General Assembly is an important opportunity where city officials can directly participate in the development of Cal Cities policy.

Taking place on Oct. 10, the General Assembly is comprised of voting delegates appointed by each member city; every city has one voting delegate. Your appointed voting delegate plays an important role during the General Assembly by representing your city and voting on resolutions.

To cast a vote during the General Assembly, your city must designate a voting delegate and up to two alternate voting delegates, one of whom may vote if the designated voting delegate is unable to serve in that capacity. Voting delegates may either be an elected or appointed official.

Action by Council Required. Consistent with Cal Cities bylaws, a city’s voting delegate and up to two alternates must be designated by the city council. Please note that designating the voting delegate and alternates must be done by city council action and cannot be accomplished by individual action of the mayor or city manager alone.

Following council action, please submit your city’s delegates through the online submission portal by Wed., Sept. 24. When completing the Voting Delegate submission form, you will be asked to attest that council action was taken. You will need to be signed in to your My Cal Cities account when submitting the form.

Submitting your voting delegate form by the deadline will allow us time to establish voting delegate/alternate records prior to the conference and provide pre-conference communications with voting delegates.

Conference Registration Required. The voting delegate and alternates must be registered to attend the conference. They need not register for the entire conference; they may register for Friday only. Conference registration is open on the Cal Cities website.

Council Action Advised by September 24, 2025
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For a city to cast a vote, one voter must be present at the General Assembly and in possession of the voting delegate card and voting tool. Voting delegates and alternates need to pick up their conference badges before signing in and picking up the voting delegate card at the voting delegate desk. This will enable them to receive the special sticker on their name badges that will admit the voting delegate into the voting area during the General Assembly.

Please view Cal Cities’ event and meeting policy in advance of the conference.

Transferring Voting Card to Non-Designated Individuals Not Allowed. The voting delegate card may be transferred freely between the voting delegate and alternates, but only between the voting delegate and alternates. If the voting delegate and alternates find themselves unable to attend the General Assembly, they may not transfer the voting card to another city official.

Seating Protocol during General Assembly. At the General Assembly, individuals with a voting card will sit in a designated area. Admission to the voting area will be limited to the individual in possession of the voting card and with a special sticker on their name badge identifying them as a voting delegate.

The voting delegate desk, located in the conference registration area of the Long Beach Convention Center in Long Beach, will be open at the following times: Wednesday, Oct. 16, 8:00 a.m.-6:00 p.m. and Thursday, Oct. 17, 7:30 a.m.-4:00 p.m. On Friday, Oct. 18, the voting delegate desk will be open at the General Assembly, starting at 7:30 a.m., but will be closed during roll calls and voting.

The voting procedures that will be used at the conference are attached to this memo.

Please share these procedures and this memo with your council and especially with the individuals that your council designates as your city’s voting delegate and alternates.

Once again, thank you for submitting your voting delegate and alternates by Wednesday, Sept. 24. If you have questions, please contact Zach Seals at [email protected].

Attachments:
• General Assembly Voting Guidelines
• Information Sheet: Cal Cities Resolutions and the General Assembly Redlands Regular Meeting of 09-02-25 455 of 1096
1400 K Street, Suite 400, Sacramento, CA 95814 • 916.658.8200 • calcities.org General Assembly Voting Guidelines

1. One City One Vote. Each member city has a right to cast one vote on matters pertaining to Cal Cities policy.

2. Designating a City Voting Representative. Prior to the Cal Cities Annual Conference and Expo, each city council may designate a voting delegate and up to two alternates; these individuals are identified on the voting delegate form provided to the Cal Cities Credentials Committee.

3. Registering with the Credentials Committee. The voting delegate, or alternates, may pick up the city's voting card at the voting delegate desk in the conference registration area. Voting delegates and alternates must sign in at the voting delegate desk. Here they will receive a special sticker on their name badge and thus be admitted to the voting area at the General Assembly.

4. Signing Initiated Resolution Petitions. Only those individuals who are voting delegates (or alternates), and who have picked up their city’s voting card by providing a signature to the credentials committee at the voting delegate desk, may sign petitions to initiate a resolution.

5. Voting. To cast the city's vote, a city official must have in their possession the city's voting card and voting tool; and be registered with the credentials committee. The voting card may be transferred freely between the voting delegate and alternates but may not be transferred to another city official who is neither a voting delegate nor alternate.

6. Voting Area at General Assembly. At the General Assembly, individuals with a voting card will sit in a designated area. Admission to the voting area will be limited to the individual in possession of the voting card and with a special sticker on their name badge identifying them as a voting delegate.

7. Resolving Disputes. In case of dispute, the credentials committee will determine the validity of signatures on petitioned resolutions and the right of a city official to vote at the General Assembly.

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Sixty days before the
Annual Conference
and Expo, Cal Cities
members may submit
policy proposals on
issues of importance
to cities. The resolution must
have the concurrence of at least
five additional member cities or
individual members.

How it works: Cal Cities
Resolutions and the General Assembly
General Assembly
General Resolutions Policy Committees
Developing League of California Cities policy is a dynamic process that engages a wide range of members to ensure Cal Cities represents cities with one voice. These policies directly guide Cal Cities’ advocacy to promote local decision-making, and lobby against statewide policies that erode local control.

The resolutions process and General Assembly is one way that city officials can directly participate in the development of Cal Cities policy. If a resolution is approved at the General Assembly, it becomes official Cal Cities policy. Here’s how resolutions and the General Assembly work.

The petitioned
resolution is an
alternate method
to introduce policy
proposals during
the annual conference. The
petition must be signed by
voting delegates from 10% of
member cities, and submitted to
the Cal Cities President at least
24 hours before the beginning
of the General Assembly.

Petitioned Resolutions
The Cal Cities
President assigns
general resolutions
to policy committees
where members
review, debate, and recommend
positions for each policy proposal.

Recommendations are forwarded
to the Resolutions Committee.

Who’s who
The Resolutions Committee
includes representatives
from each Cal Cities
diversity caucus, regional
division, municipal
department, and policy
committee, as well as
individuals appointed by
the Cal Cities president.

Voting delegates
are appointed by each
member city; every city
has one voting delegate.

The General Assembly is a
meeting of the collective
body of all voting
delegates —one from
every member city.

Seven policy committees
meet throughout the year
to review and recommend
positions to take on bills
and regulatory proposals.

Policy committees include
members from each Cal
Cities diversity caucus,
regional division, and
municipal department,
as well as individuals
appointed by the Cal
Cities president.

During the General Assembly, voting delegates
debate and consider general and petitioned
resolutions forwarded by the Resolutions
Committee. Potential Cal Cities bylaws
amendments are also considered at this meeting.

Cal Cities policy
development is a memberinformed process,
grounded in the voices and
experiences of city officials
throughout the state.

For more information visit www.calcities.org/general-assembly Prior to the Annual Conference and Expo
Resolutions Committee
The Resolutions
Committee considers
all resolutions. General
Resolutions approved1 by
either a policy committee
or the Resolutions Committee are next
considered by the General Assembly.

General resolutions not approved, or
referred for further study by both a
policy committee and the Resolutions
Committee do not go to the General
Assembly. All Petitioned Resolutions
are considered by the General
Assembly, unless disqualified.2
During the Annual Conference and Expo
1 The Resolution Committee can amend a general resolution prior to sending it to the General Assembly. 2 Petitioned Resolutions may be disqualified by the Resolutions Committee according to Cal Cities Bylaws Article VI. Sec. 5(f).

Redlands Regular Meeting of 09-02-25 457 of 1096
City Council Meeting J. 2.

DATE: 09/02/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Discussion and possible action relating to the installation of a bench with memorial plaque in front of Caprice Café in memory of Christopher "Chris" Pepino (Council Member Davis)
MOTION(S):

If the City Council determines that staff’s recommendation is appropriate, the following motion is provided:

I move that the City Council direct staff to install a bench at the southeast corner of State Street and 5th Street, in the sidewalk in front of Caprice Café, with a plaque dedicating the bench in memory of Chris Pepino, founder of Caprice Café.

1. RECOMMENDATION:

This request has been included on the agenda at the request of Council Member Davis; staff recommendation is not applicable.

DISCUSSION:

This item has been placed on the agenda at the request of Council Member Davis, following a submission from employees of Caprice Café. The café’s staff asked Council Member Davis to support the installation of a bench with a memorial plaque dedicating the bench in memory of Christopher Richard Pepino, the long-time owner of Caprice Café.

Chris Pepino began working at Caprice Café in 1997 while attending the University of Redlands, became the restaurant manager in 2002, and took ownership in 2013. Under his leadership, the restaurant became a cornerstone of downtown Redlands, known for its elevated dining and welcoming atmosphere. Pepino passed away on August 7, 2025, and is remembered as a passionate, energetic leader, and a beloved member of the Redlands Redlands Regular Meeting of 09-02-25 458 of 1096
community.

Benches are common throughout the downtown area and consistent with the City’s approach to providing pedestrian amenities in the public right-of-way. If the City Council is supportive of this request, staff will proceed with installation using existing funds allocated for downtown benches and amenities within the Facilities and Community Services budget.

ALTERNATIVES:

City Council may choose to deny the dedication of these public facilities and provide alternate direction to staff.

STRATEGIC PLAN:

Not applicable.

SUBMITTED BY:

Denise Davis, Council Member
REVIEWED BY:

Charles M. Duggan Jr., City Manager
Yvette Abich Garcia, City Attorney
Janice McConnell, Assistant City Manager
Danielle Garcia, Management Services/Finance Director
PREPARED BY:

Joe Bierma, Administrative Analyst
Fiscal Impact
Discussion:

The plaque will cost approximately $150, and the FCS budget includes sufficient funds for both the bench and plaque. The budget already includes funds for a bench at the subject location.

Redlands Regular Meeting of 09-02-25 459 of 1096
City Council Meeting K. 1.

DATE: 09/02/2025
TO: Honorable Mayor and City Council Members
SUBJECT: Consideration of a Public Works Construction Contract with Tryco General Engineering for the 2025 CIP Sewer Pipeline Replacement Project for an amount not-to-exceed $1,494,516, approve 2025 CIP Sewer Pipeline Replacement Project plans and specifications and determination that the Project is categorically exempt from environmental review pursuant to Section 15302 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 contract and construction of the 2025 CIP Sewer Pipeline Replacement Project is exempt from environmental review in accordance with Section 15302 of the State's Guidelines implementing the California Environmental Quality Act; and

1. I move to approve the 2025 CIP Sewer Pipeline Replacement Project plans and specifications and award a Public Works Construction Contract to Tryco General Engineering for an amount non-to-exceed $1,494,516.

2. RECOMMENDATION:

Staff recommends that the City Council determine approval of a Public Works Construction Contract and construction of the 2025 CIP Sewer Pipeline Replacement Project are categorically exempt from environmental review in accordance with Section 15302 of the State’s guidelines implementing the California Environmental Quality Act. Staff further recommends that the City Council approve the 2025 CIP Sewer Pipeline Replacement Project plans and specifications and award a Public Works Construction Contract to Tryco General Engineering for an amount not-to-exceed $1,494,516.

Redlands Regular Meeting of 09-02-25 460 of 1096
DISCUSSION:

The 2025 CIP Sewer Pipeline Replacement Project (Project) will rehabilitate wastewater collection pipelines at numerous locations throughout the City. The Project will employ cured-in-place pipe (CIPP) technology to reline approximately 4,793 linear feet of pipelines with diameters of eight-inch (8”) and six-inch (6"), and will replace approximately 3,893 linear feet of eight-inch (8”) and six-inch (6") diameter pipelines through conventional trenching methods.

These pipelines have been selected for improvement based on maintenance history and closed-circuit television inspections. The Project will also remove and replace eighteen (18) sewer manholes to reduce inflow and infiltration throughout the sewer collection system.

In early June, staff prepared plans and specifications and advertised the Project for construction. On July 3, 2025, the City Clerk's office received eight (8) bids for the project. The Bid Opening report is attached to the report and summarized below:

BID OPENING REPORT SUMMARY

BIDDER BID AMOUNT

1. Tryco General Engineering, Rimforest, CA $1,494,516

2. Aneen Construction, Inc., Riverside, CA *$1,530,392

3. Borden Excavating, Calimesa, CA $1,767,257

4. All Cities Engineering, Inc., Riverside, CA $1,795,795

5. CEM Construction Corp., Montebello, CA *$1,890,074

6. Dominguez General Engineering, Pomona, CA $2,440,895

7. CCL Contracting, Inc., Escondido, CA $2,748,220

8. Mike Prlich & Sons, Inc., Baldwin, CA $2,754,102
* An arithmetic error was discovered in the bid proposal. The total bid amount was corrected and highlighted in the attached bid analysis to identify arithmetic errors. The errors did affect the ranking. The City clerk's Bid Opening report listed Aneen Construction, Inc. as the apparent low bidder. However, after completing the bid analysis, it was found that Aneen Construction, Inc. made arithmetic errors in their bid. Therefore, based on the final tabulation, Tryco General Engineering was determined to be the lowest actual bidder.

Staff reviewed each bid and determined that Tryco General Engineering submitted the lowest responsive and responsible bid. Therefore, staff recommends City Council approval of a Public Works Construction Contract with Tryco General Engineering for an amount not-to-exceed $1,494,516, which is within the Project budget. It is anticipated that the Project will be completed within sixty (60) working days of the issuance of a Notice to Proceed.

Redlands Regular Meeting of 09-02-25 461 of 1096
This project is exempt from environmental review pursuant to Section 15302 of the State's guidelines implementing the California Environmental Quality Act since it replaces or reconstructs an existing utility system with negligible or no capacity expansion.

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:

Bryan Arellano, Assistant Engineer
Fiscal Impact
Fiscal Year: FY 25/26
Appropriation Required Y/N: No
Budgeted Y/N: Yes
Account No.: 521910
Discussion:

There is no fiscal impact associated with this action. The FY 25/26 MUED budget includes sufficient funding for this project.

Redlands Regular Meeting of 09-02-25 462 of 1096
Attachments
A. Tryco Public Works Contract
B. Bid Opening Report
C. Bid Analysis
D. Location Map
E. 2025 CIP Sewer Plan
F. 2025 CIP Sewer Specifications
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PUBLIC WORK CONSTRUCTION CONTRACT
This Public Work Construction contract (“Contract”) is made and entered into this 2 nd day of September,
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, a California corporation (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: 2025 CIP SEWER PIPELINE REPLACEMENT PROJECT, complete all items as required by the Contract Documents (as herein defined) and Specifications for City’s 2025 CIP SEWER PIPELINE REPLACEMENT PROJECT, Project No. 521040 (the “Work”).

2. CONTRACT SUM: City shall pay Contractor the sum of One Million Four Hundred Ninety-Four Thousand Five Hundred Sixteen Dollars ($1,494,516) 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 sixty (60) 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.

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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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.

Redlands Regular Meeting of 09-02-25 465 of 1096
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CITY OF REDLANDS
(SEAL)
By:____________________________________
Mario Saucedo, 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
2025 CIP SEWER PIPELINE REPLACEMENT PROJECT
PROJECT NO. 521040
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.
_________________________ ____________
(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
Whereas, the City of Redlands (“City”), State of California, and Tyco General Engineering (hereinafter designated as "Principal") have entered into an agreement dated September 2nd, 2025 (“Agreement”) whereby Principal agrees to install and complete certain public improvements (the “Work”), which said Agreement is identified as 2025 CIP Sewer Pipeline Replacement 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, The Gray Casualty & Surety Company as Surety, are held and firmly bound unto the City in the penal sum of One Million Four Hundred Ninety-Four Thousand Five Hundred Sixteen Dollars ($1,494,516) 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, 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 09-02-25 468 of 1096
6 I:\cmo\Agreements\Tryco General Engineering (2025 CIP Sewer Pipeline Replacement Project) FY2526-014.docx-ms 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 ( )___________________________
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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 September 2nd, 2025, and identified as 2025 CIP SEWER PIPELINE REPLACEMENT PROJECT, PROJECT NO. 521040 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 One Million Four Hundred Ninety-Four Thousand Five Hundred Sixteen dollars ($1,494,516) 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 09-02-25 470 of 1096
Redlands Regular Meeting of 09-02-25 471 of 1096

CITY OF REDLANDS

MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
PROJECT NO.: 521040 Bid Date: July 3, 2025
2025 CIP Sewer Pipeline Replacement Project Estimated Start Date: September 15, 2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of Total Bid Price) 1 LS $52,000.00 $52,000.00 $60,000.00 $60,000.00 $11,827.00 $11,827.00 2 Traffic Control & Permits 1 LS $24,000.00 $24,000.00 $45,000.00 $45,000.00 $10,000.00 $10,000.00 3 Errosion Control Plan 1 LS $6,800.00 $6,800.00 $5,000.00 $5,000.00 $1,000.00 $1,000.00 4 Survey 1 LS $6,000.00 $6,000.00 $10,000.00 $10,000.00 $7,500.00 $7,500.00 5 Remove and Replace with 8” SDR 35 PVC Pipe 3,126 LF $182.00 $568,932.00 $170.00 $531,420.00 $205.00 $640,830.00 6 Remove and Replace 6” pipe with 8” SDR 35 PVC Pipe 582 LF $160.00 $93,120.00 $170.00 $98,940.00 $225.00 $130,950.00 7 Reconnect Service Lateral 141 EA $480.00 $67,680.00 $600.00 $84,600.00 $2,000.00 $282,000.00 8 CIPP 8” Pipe 4,793 LF $58.00 $277,994.00 $64.00 $306,752.00 $75.00 $359,475.00 9 Reestablish Lateral Connections following CIPP 190 EA $95.00 $18,050.00 $100.00 $19,000.00 $90.00 $17,100.00 10 Removal of Protruding Lateral for CIPP 2 EA $2,300.00 $4,600.00 $2,590.00 $5,180.00 $2,500.00 $5,000.00 11 8” Spot Repair 185 LF $480.00 $88,800.00 $500.00 $92,500.00 $275.00 $50,875.00 12 Remove Existing Cleanout 1 EA $3,000.00 $3,000.00 $1,500.00 $1,500.00 $1,500.00 $1,500.00 13 Remove Existing Manhole 15 EA $3,900.00 $58,500.00 $3,000.00 $45,000.00 $1,500.00 $22,500.00 14 Construct 48” Manhole 18 EA $7,280.00 $131,040.00 $8,500.00 $153,000.00 $8,500.00 $153,000.00 15 Flow Bypass 1 LS $25,000.00 $25,000.00 $6,000.00 $6,000.00 $5,500.00 $5,500.00 16 Testing of CIPP Liner 4 EA $750.00 $3,000.00 $850.00 $3,400.00 $800.00 $3,200.00 17 Demobilization 1 LS $6,000.00 $6,000.00 $3,100.00 $3,100.00 $5,000.00 $5,000.00 18 Unforeseen work not covered within all other bid items 1 LS $60,000.00 $60,000.00 $60,000.00 $60,000.00 $60,000.00 $60,000.00 Additions/Deductions
$1,494,516.00 $1,530,392.00 $1,767,257.00
License Status
Sub's License Status
Bid Bond Company
Submitted Entire Bid Package
Submitted Sub's Qualification Statement
DIR Status
Error in Bid
Bid Item
No
Borden Excavating
Active
Active
The Gray Casualty & Surety Company
Yes
Arithmetic error in the total bid. Total has
been corrected based on item unit price.

Yes
Qty Unit

BID ITEMS
Active
Total Bid
Item Aneen Construction, Inc.

No.

Tryco General Engineering
U.S. Specialty Insurance Company
Yes Yes
The Gray Casualty & Surety Company
Active
Active
Active
Yes No
Yes Yes
Active Active Active
Low Bidders 1, 2, 3

Redlands Regular Meeting of 09-02-25 472 of 1096

CITY OF REDLANDS

MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
PROJECT NO.: 521040 Bid Date: July 3, 2025
2025 CIP Sewer Pipeline Replacement Project Estimated Start Date: September 15, 2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of Total Bid Price) 1 LS $60,000.00 $60,000.00 $90,000.00 $90,000.00 $60,000.00 $60,000.00 2 Traffic Control & Permits 1 LS $30,000.00 $30,000.00 $37,000.00 $37,000.00 $25,000.00 $25,000.00 3 Errosion Control Plan 1 LS $20,000.00 $20,000.00 $8,500.00 $8,500.00 $10,000.00 $10,000.00 4 Survey 1 LS $15,000.00 $15,000.00 $15,000.00 $15,000.00 $30,000.00 $30,000.00 5 Remove and Replace with 8” SDR 35 PVC Pipe 3,126 LF $200.00 $625,200.00 $190.00 $593,940.00 $335.00 $1,047,210.00 6 Remove and Replace 6” pipe with 8” SDR 35 PVC Pipe 582 LF $200.00 $116,400.00 $185.00 $107,670.00 $350.00 $203,700.00 7 Reconnect Service Lateral 141 EA $600.00 $84,600.00 $1,250.00 $176,250.00 $1,800.00 $253,800.00 8 CIPP 8” Pipe 4,793 LF $65.00 $311,545.00 $65.50 $313,941.50 $70.00 $335,510.00 9 Reestablish Lateral Connections following CIPP 190 EA $100.00 $19,000.00 $97.75 $18,572.50 $110.00 $20,900.00 10 Removal of Protruding Lateral for CIPP 2 EA $3,000.00 $6,000.00 $2,600.00 $5,200.00 $3,500.00 $7,000.00 11 8” Spot Repair 185 LF $750.00 $138,750.00 $550.00 $101,750.00 $615.00 $113,775.00 12 Remove Existing Cleanout 1 EA $4,000.00 $4,000.00 $1,250.00 $1,250.00 $3,000.00 $3,000.00 13 Remove Existing Manhole 15 EA $5,500.00 $82,500.00 $5,000.00 $75,000.00 $3,000.00 $45,000.00 14 Construct 48” Manhole 18 EA $8,500.00 $153,000.00 $12,500.00 $225,000.00 $10,000.00 $180,000.00 15 Flow Bypass 1 LS $50,000.00 $50,000.00 $47,500.00 $47,500.00 $20,000.00 $20,000.00 16 Testing of CIPP Liner 4 EA $1,200.00 $4,800.00 $875.00 $3,500.00 $1,500.00 $6,000.00 17 Demobilization 1 LS $15,000.00 $15,000.00 $10,000.00 $10,000.00 $20,000.00 $20,000.00 18 Unforeseen work not covered within all other bid items 1 LS $60,000.00 $60,000.00 $60,000.00 $60,000.00 $60,000.00 $60,000.00 Additions/Deductions
$1,795,795.00 $1,890,074.00 $2,440,895.00
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
Qty Unit
All Cities Engineering, Inc. CEM Construction Corp Dominguez General Engineering, Inc.

Arithmetic error in the total bid. Total has
been corrected based on item unit price.

Item
No. Bid Item
Active Active Active

BID ITEMS
Total Bid
Active
Active Active
Nationwide Mutual Insurance Company U.S. Specialty Insurance Company Old Republic Surely Company Yes Yes Yes
No Yes No
Yes Yes Yes
Active
Low Bidders 4, 5, 6

Redlands Regular Meeting of 09-02-25 473 of 1096

CITY OF REDLANDS

MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT
Bid Analysis
PROJECT NO.: 521040 Bid Date: July 3, 2025
2025 CIP Sewer Pipeline Replacement Project Estimated Start Date: September 15, 2025 Unit Price Item Price Unit Price Item Price Unit Price Item Price 1 Mobilization (Maximum 5% of Total Bid Price) 1 LS $120,000.00 $120,000.00 $111,000.00 $111,000.00 2 Traffic Control & Permits 1 LS $26,000.00 $26,000.00 $25,000.00 $25,000.00 3 Errosion Control Plan 1 LS $5,750.00 $5,750.00 $2,500.00 $2,500.00 4 Survey 1 LS $57,000.00 $57,000.00 $15,000.00 $15,000.00 5 Remove and Replace with 8” SDR 35 PVC Pipe 3,126 LF $448.00 $1,400,448.00 $500.00 $1,563,000.00 6 Remove and Replace 6” pipe with 8” SDR 35 PVC Pipe 582 LF $372.00 $216,504.00 $500.00 $291,000.00 7 Reconnect Service Lateral 141 EA $1,198.00 $168,918.00 $500.00 $70,500.00 8 CIPP 8” Pipe 4,793 LF $65.00 $311,545.00 $54.00 $258,822.00 9 Reestablish Lateral Connections following CIPP 190 EA $95.00 $18,050.00 $37.00 $7,030.00 10 Removal of Protruding Lateral for CIPP 2 EA $2,500.00 $5,000.00 $550.00 $1,100.00 11 8” Spot Repair 185 LF $762.00 $140,970.00 $950.00 $175,750.00 12 Remove Existing Cleanout 1 EA $460.00 $460.00 $900.00 $900.00 13 Remove Existing Manhole 15 EA $1,265.00 $18,975.00 $1,300.00 $19,500.00 14 Construct 48” Manhole 18 EA $6,800.00 $122,400.00 $7,500.00 $135,000.00 15 Flow Bypass 1 LS $61,000.00 $61,000.00 $10,000.00 $10,000.00 16 Testing of CIPP Liner 4 EA $1,300.00 $5,200.00 $750.00 $3,000.00 17 Demobilization 1 LS $10,000.00 $10,000.00 $5,000.00 $5,000.00 18 Unforeseen work not covered within all other bid items 1 LS $60,000.00 $60,000.00 $60,000.00 $60,000.00 Additions/Deductions
$2,748,220.00 $2,754,102.00
License Status
Sub's License Status
Bid Bond Company
Submitted Entire Bid Package
Submitted Sub's Qualification Statement
DIR Status
Error in Bid
Active
Qty Unit Item CCL Contracting, Inc. Mike Prlich & Sons, Inc.

No. Bid Item
Active Active

BID ITEMS
Total Bid
Active
Active
Liberty Mutual Insurance Company Harold Fire Insurance Company Yes Yes
No No
Yes Yes
Active
Low Bidders 7, 8

Redlands Regular Meeting of 09-02-25 474 of 1096
Redlands Regular Meeting of 09-02-25 475 of 1096
210
10 10

DENISE DAVIS, COUNCIL MEMBER
2025 CIP SEWER PIPELINE REPLACEMENT PROJECT
CITY COUNCIL:

EDDIE TEJADA, COUNCIL MEMBER
CITY STAFF:

CHARLES M. DUGGAN JR., CITY MANGER

PAUL BARICH, COUNCIL MEMBER

MARIO SAUCEDO, MAYOR

MARC SHAW, MAYOR PRO TEM

CITY OF REDLANDS

CONSTRUCTION PLANS FOR
JUNE 2025

VICINITY MAP
NTS
PROJECT No.521040

TITLE SHEET & VICINITY MAP
CITY CLERK:

JEANNE DONALDSON, CITY CLERK

NORTH OPAL AVE CRAFTON AVE

COLTON AVE

SAN BERNARDINO AVE CHURCH ST TEXAS ST ORANGE ST ALABAMA ST NEVADA ST

BROOKSIDE AVE DEARBORN ST

OLIVE AVE

FERN AVE

CYPRESS AVE

PALM AVE

CITY OF REDLANDS

CITY OF REDLANDS

COUNTY OF

SAN BERNARDINO
SHEET INDEX:

CITY LIMIT LINE

CITY LIMIT LINE WABASH AVE

CITRUS AVE

REDLANDS BLVD

CENTER ST JUDSON ST UNIVERSITY ST

LUGONIA AVE

CYPRESS AVE

HIGHLAND AVE

SAN MATEO ST

BROCKTON AVE

CRESCENT AVE

PIONEER AVE

COLLEGE AVENUE & CLOCK AVENUE

EASEMENTS
SHEET 6
CITY OF REDLANDS F-1883
8 BENCHMARK
2025 CIP SEWER PIPELINE REPLACEMENT
PROJECT No. 521040

AS SHOWN
N/A
1 DREKA AVENUE ALLEY, WASHINGTON STREET & ORANGE STREET SHEET 5

NORTH PLACE, PALM AVENUE & SOUTH ASH STREET
SHEET 3 AND SHEET 4

COLTON AVENUE,POST STREET, OXFORD DRIVE,

LOMBARD DRIVE ALLEYS & CAMPUS AVENUE ALLEY
SHEET 7

ALVARADO ST
HERALD STREET & 6TH STREET ALLEYS
SHEET 8
Redlands Regular Meeting of 09-02-25 476 of 1096

GENERAL NOTES, CONSTRUCTION NOTES,
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Service Alert ground
Under

SYMBOL LEGEND AND DETAILS
1-800-227-2600

GENERAL NOTES

ENGINEER'S NOTICE TO CONTRACTOR

SYMBOL LEGEND
DETAIL
SCALE
1 SERVICE LATERAL CONNECTION DETAIL 2

NOT TO SCALE
NOTES:

WATER AND SEWER SEPARATION STANDARDS
EXISTING MANHOLE CONNECTION DETAIL 3

NOT TO SCALE
NOTES:

TERMINUS MH WITH LATERALS DETAIL

NOT TO SCALE

PLAN VIEW

ELEVATION VIEW
1 TYPICAL SPOT REPAIR DETAIL 4

NOT TO SCALE
NOTES:

CITY OF REDLANDS F-1883
8 BENCHMARK
2025 CIP SEWER PIPELINE REPLACEMENT
PROJECT No. 521040

AS SHOWN
N/A
2 2 2
2 2

TYPICAL TRENCH, BEDDING & SURFACE RESTORATION DETAIL

NOT TO SCALE
5 NOTES

GRIND AND OVERLAY THICKNESS

TRENCH REPAIR GENERAL NOTES
2 CONSTRUCTION NOTES QUANTITIES
Redlands Regular Meeting of 09-02-25 477 of 1096
CITY OF REDLANDS F-1883
8 BENCHMARK
2025 CIP SEWER PIPELINE REPLACEMENT
PROJECT No. 521040

AS SHOWN
N/A

GRAPHIC SCALE
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Service Alert ground
Under
1-800-227-2600

CONSTRUCTION NOTES
3 N

PALM AVENUE & SOUTH ASH STREET
N
Redlands Regular Meeting of 09-02-25 478 of 1096
CITY OF REDLANDS F-1883
8 BENCHMARK
2025 CIP SEWER PIPELINE REPLACEMENT
PROJECT No. 521040

AS SHOWN
N/A
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Service Alert ground
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1-800-227-2600

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CONSTRUCTION NOTES
4 NORTH PLACE
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CITY OF REDLANDS F-1883
8 BENCHMARK
2025 CIP SEWER PIPELINE REPLACEMENT
PROJECT No. 521040

AS SHOWN
N/A

GRAPHIC SCALE
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Service Alert ground
Under
1-800-227-2600
N

CONSTRUCTION NOTES
5 DREKA AVENUE ALLEY, WASHINGTON STREET
N N
& ORANGE STREET
Redlands Regular Meeting of 09-02-25 480 of 1096
CITY OF REDLANDS F-1883
8 BENCHMARK
2025 CIP SEWER PIPELINE REPLACEMENT
PROJECT No. 521040

AS SHOWN
N/A

GRAPHIC SCALE
D
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Service Alert ground
Under
1-800-227-2600
N
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CONSTRUCTION NOTES
6 COLLEGE AVENUE AND CLOCK AVENUE EASEMENT
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D
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Service Alert ground
Under
1-800-227-2600

GRAPHIC SCALE
N

CONSTRUCTION NOTES
CITY OF REDLANDS F-1883
8 BENCHMARK
2025 CIP SEWER PIPELINE REPLACEMENT
PROJECT No. 521040

AS SHOWN
N/A
7 LOMBARD DRIVE ALLEY & CAMPUS AVENUE ALLEY

COLTON AVENUE, POST STREET, OXFORD DRIVE,
N
Redlands Regular Meeting of 09-02-25 482 of 1096
CITY OF REDLANDS F-1883
8 BENCHMARK
2025 CIP SEWER PIPELINE REPLACEMENT
PROJECT No. 521040

AS SHOWN
N/A

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1-800-227-2600
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8 HERALD STREET ALLEY & 6TH STREET ALLEY

CONSTRUCTION NOTES
Redlands Regular Meeting of 09-02-25 483 of 1096

CITY OF REDLANDS

MUNICIPAL UTILITIES &

ENGINEERING DEPARTMENT
Bid Proposal, Contract Documents and Specifications
For
2025 CIP SEWER PIPELINE REPLACEMENT PROJECT
PROJECT NO. 521040
JUNE 2025
Redlands Regular Meeting of 09-02-25 484 of 1096
Redlands Regular Meeting of 09-02-25 485 of 1096

CITY OF REDLANDS

MUNICIPAL UTILITIES & ENGINEERING DEPARTMENT
Bid Proposal, Contract Documents and Specifications
for
2025 CIP SEWER PIPELINE REPLACEMENT PROJECT
PROJECT NO. 521040
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:

Mario Saucedo, Mayor
Marc Shaw, Mayor Pro Tem
Paul Barich, Councilmember
Eddie Tejada, Councilmember
Denise Davis, Councilmember
City Clerk:

Jeanne Donaldson, City Clerk
City Staff:

Charles M. Duggan Jr., City Manager
JUNE 2025
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2025 CIP SEWER PIPELINE REPLACEMENT PROJECT
PROJECT NO. 521040

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 WORK 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 ........................................................ 33 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 Redlands Regular Meeting of 09-02-25 488 of 1096
TOC 3
SECTION 206 - MISCELLANEOUS METAL ITEMS ..................................................... 37 SECTION 207 – GRAVITY PIPE ...................................................................................... 38 SECTION 211 - MATERIAL TESTS ................................................................................ 38 SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS ........................................................................... 38 SECTION 300 - EARTHWORK ........................................................................................ 39 SECTION 301 - TREATED SOIL, SUBGRADE PREPARATION AND PLACEMENT OF BASE MATERIALS ............................................................................. 43 SECTION 302 - ROADWAY SURFACING ..................................................................... 48 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION .............................. 58 SECTION 304 - METAL FABRICATION AND CONSTRUCTION .............................. 61 SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS ........................................................................... 62

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
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 SECTION 02766 CURED-IN-PLACE (CIPP)
Redlands Regular Meeting of 09-02-25 489 of 1096
TOC 4

APPENDIX

APPENDIX A CHECKLIST OF LABOR LAW REQUIREMENTS

APPENDIX B CITY OF REDLANDS WORKDAY CONSTRUCTION SCHEDULE

APPENDIX C CCTV VIDEOS

APPENDIX D CITY OF REDLANDS CONTRACTOR SAFETY PROGRAM

APPENDIX E PERMITS
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NIB 2
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BID DOCUMENTS
(BD)
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BD 1

INSTRUCTIONS TO BIDDERS
For
2025 CIP SEWER PIPELINE REPLACEMENT PROJECT
PROJECT NO. 521040
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 individual bid item’s and the total amount named by a Bidder are not in agreement, the sum of the bid item’s shall be considered as representing the Bidder’s intention, and 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 written in words will be considered as representing the Bidder’s intention, and the totals 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 09-02-25 496 of 1096
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: 2025 CIP SEWER PIPELINE REPLACEMENT PROJECT,
PROJECT NO. 521040
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 09-02-25 497 of 1096
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.

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 09-02-25 498 of 1096
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 09-02-25 499 of 1096
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 09-02-25 500 of 1096
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 "Class C-34" 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 09-02-25 501 of 1096
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 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.

Redlands Regular Meeting of 09-02-25 502 of 1096
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
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.

10.2 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 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 09-02-25 503 of 1096
BD 9

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 mandatory and are the bidder’s sole and exclusive remedy in the event of a bid protest. A bidder’s failure to comply with these procedures will constitute a waiver of any right to further pursue a bid protest, including filing a Government Code Claim or initiation of legal proceedings.

10.7 Right to Award. 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 09-02-25 504 of 1096
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 2025 CIP SEWER PIPELINE REPLACEMENT PROJECT
PROJECT NO. 521040
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 Price)
LUMP
SUM N/A $______________________
2 Traffic Control LUMP
SUM N/A $______________________
3 Erosion Control Plan LUMP
SUM N/A $______________________
4 Survey LUMP
SUM N/A $______________________
5 Remove and Replace with 8”
SDR 35 PVC Pipe
3 126 LF $_________/LF $______________________
6 Remove and Replace 6” pipe
with 8” SDR 35 PVC Pipe 582 LF $_________/LF $______________________ 7 Reconnect Service Lateral 141 EA $_________/EA $______________________ 8 CIPP 8” Pipe 4 793 LF $_________/LF $______________________ 9 Reestablish Lateral Connections
following CIPP 190 EA $_________/EA $______________________ Redlands Regular Meeting of 09-02-25 505 of 1096

BID SCHEDULE (CONTINUED)
(See “Section 01200 – Measurement and Payment” for Bid Item description) Item
No. Brief Description Estimated Quantity
Unit Price
(If Applicable) Total Price in Figures
10 Removal of Protruding Lateral
for CIPP 2 EA $_________/EA $______________________
11 8” Spot Repair 185 LF $_________/LF $______________________ 12 Remove Existing Cleanout 1 EA $_________/EA $______________________ 13 Remove Existing Manhole 15 EA $_________/EA $______________________ 14 Construct 48” Manhole 18 EA $_________/EA $______________________ 15 Flow Bypass LUMP
SUM N/A $______________________
16 Testing of CIPP Liner 4 EA $_________/EA $______________________ 17 Demobilization LUMP
SUM N/A $______________________
18 Unforeseen work not covered
within all other bid items
LUMP
SUM N/A $______________________
BID SCHEDULE PRICE $______________________
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.

BD 11
60,000.00
Redlands Regular Meeting of 09-02-25 506 of 1096
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 09-02-25 507 of 1096
BD 13

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 09-02-25 508 of 1096
BD 14

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. 521040.

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 09-02-25 509 of 1096
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. 521040 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 09-02-25 510 of 1096
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 09-02-25 511 of 1096
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. 521040, 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 09-02-25 512 of 1096
BD 18

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. 521040 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 09-02-25 513 of 1096
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 09-02-25 514 of 1096
BD 20

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 09-02-25 515 of 1096

CONTRACT DOCUMENTS
(CD)
Redlands Regular Meeting of 09-02-25 516 of 1096

THIS PAGE INTENTIONALLY LEFT BLANK
Redlands Regular Meeting of 09-02-25 517 of 1096
CD 1

PUBLIC WORK CONSTRUCTION CONTRACT
This Public Work Construction contract (“Contract”) is made and entered into this ___ day of ____________, 20__, 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:

1. SCOPE OF WORK: Contractor shall furnish all materials and will perform all of the work for the following: 2025 CIP SEWER PIPELINE REPLACEMENT PROJECT, complete all items as required by the Contract Documents (as herein defined) and Specifications for City’s 2025 CIP SEWER PIPELINE REPLACEMENT PROJECT, Project No. 521040 (the “Work”).

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 sixty (60) 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. . 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.

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.

Redlands Regular Meeting of 09-02-25 518 of 1096
CD 2

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.

Redlands Regular Meeting of 09-02-25 519 of 1096
CD 3
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)
__________________________________________
Name of Contractor
By:_______________________________________
Signature of Authorized Agent
__________________________________________
Title
__________________________________________
Signature of Authorized Agent (if necessary)
__________________________________________
Title
__________________________________________
Contractor's License No.

Redlands Regular Meeting of 09-02-25 520 of 1096

WORKER'S COMPENSATION INSURANCE CERTIFICATION
Description of Contract: City of Redlands
Municipal Utilities & Engineering Department
2025 CIP SEWER PIPELINE REPLACEMENT PROJECT
PROJECT NO. 521040
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.
_____________________________________
(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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Redlands Regular Meeting of 09-02-25 521 of 1096

FAITHFUL PERFORMANCE BOND
Whereas, the City of Redlands (“City”), State of California, and ______________ (hereinafter designated as "Principal") have entered into an agreement dated _____, 2025 (“Agreement”) whereby Principal agrees to install and complete certain public improvements (the “Work”), which said Agreement is identified as _________________ 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.

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, 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
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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 09-02-25 523 of 1096
CD 7

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 ____________, 2025, and identified as 2025 CIP SEWER PIPELINE REPLACEMENT PROJECT, PROJECT NO. 521040 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.

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 09-02-25 524 of 1096
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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:
“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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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.

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-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.

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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:

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.

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 of said meetings.

Meetings will be held either at the job site, at the offices of the City of Redlands, or at any other Redlands Regular Meeting of 09-02-25 530 of 1096
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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.
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.

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 Redlands Regular Meeting of 09-02-25 531 of 1096
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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:

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.

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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:
“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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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.

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

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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.

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.

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:

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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 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-called “Kick- Back Statute” (48 Sta. 948; U.S.C. 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:

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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.

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 the site. Final payroll on the project should state “Final” on the certified payroll, and must be 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.

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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.

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 Designated Insurance Requirements shown below.

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
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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 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
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 09-02-25 539 of 1096
GC 13
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 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.

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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.
5-4.3 Worker’s Compensation Insurance. - Delete and replace with the following:

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 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 Redlands Regular Meeting of 09-02-25 541 of 1096
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harmless from any legal action that may be brought for infringement of patents. The Contractor’s attention is directed to “Notice of Patents, Data, and Copyright Regulations” of 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; 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.

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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.

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.

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.

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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 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.

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:

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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.

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.

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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.

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 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 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.

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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.

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.

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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.

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.

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.

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 SIGNAL”. The one month period shall begin from the day of activation. This requirement may be lessened or waived, on a case-by-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 Redlands Regular Meeting of 09-02-25 548 of 1096
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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 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.

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 Redlands Regular Meeting of 09-02-25 549 of 1096
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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 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.

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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.

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.

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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 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 Redlands Regular Meeting of 09-02-25 552 of 1096
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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.

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 CONTRACTOR’S RESPONSIBILITY FOR DAMAGE.
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 Redlands Regular Meeting of 09-02-25 553 of 1096
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(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.

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.

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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.

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 Redlands Regular Meeting of 09-02-25 555 of 1096
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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.

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 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.

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, theContractor shall immediately remove all "NO PARKING" signs. The contractor must notify all previously notified, in person and with printed notices, that the Redlands Regular Meeting of 09-02-25 556 of 1096
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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:

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:

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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.

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 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 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 Redlands Regular Meeting of 09-02-25 558 of 1096
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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:

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.

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 thirty-five (35) days from and after the recordation of the Notice of Completion filed by the City.

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:

No payment will be made for materials or equipment delivered but not yet incorporated in the work.

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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.

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.

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.

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:

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(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.

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.
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.

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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 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:” 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.” Redlands Regular Meeting of 09-02-25 562 of 1096
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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 203-1.3, “Test Reports and Certification”, and Subsection 203-1.2, “Testing Requirements” of the Standard Specifications.

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.

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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.

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 beads per liter (5 to 7 pounds of beads per gallon).”
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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.

7. Irrigation system relocation:

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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 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.

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.

All reprocessed asphaltic cement concrete to be used as crushed aggregate base shall be ground to conform to Section 200-2.2.

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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:

Amend the first sentence as follows:
“Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of 4 inches (102 mm).”
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.”
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.”
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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 plans for and/or at the convenience of the Contractor shall be replaced at the Contractor’s 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: Over-excavation and disposal work shall be considered “extra work,” with backfill and compaction of crushed aggregate base paid under the appropriate bid item in these specifications.”
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 Redlands Regular Meeting of 09-02-25 569 of 1096
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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 a relative compaction of 95 percent.”
301-2.1 General. – Add the following paragraphs:

The contractor shall use ‘crushed aggregate base’ or ‘crushed miscellaneous base, fine graded’ as the base material. The use of ‘processed miscellaneous base,’ ‘select subbase,’ or ‘disintegrated granite’ shall not be used as base material.

The contractor may use ‘pulverized miscellaneous base’ (grindings) as part of the crushed base 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 minimum relative compaction of 95 percent.” 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.
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 Redlands Regular Meeting of 09-02-25 570 of 1096
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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.

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.

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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 for 6” FDR section. The cement content must be 3% by dry weight of FDR with cement with a dry unit weight of 130 lb/cu ft for 9” FDR section. The cement content must be 4% by dry weight of FDR with cement with a dry unit weight of 130 lb/cu ft for 12” FDR 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 Redlands Regular Meeting of 09-02-25 572 of 1096
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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.

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. Excess pulverized material shall consist of non-treated well mixed pulverized AC pavement and subgrade.

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 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 Redlands Regular Meeting of 09-02-25 573 of 1096
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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.

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.

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 Redlands Regular Meeting of 09-02-25 574 of 1096
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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 microcracking.

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.

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.

Redlands Regular Meeting of 09-02-25 575 of 1096
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Prior to the beginning of slurry operations, the Contractor shall furnish, at no cost to the City, current licensed weigh master’s certificates indicating the net weight capacity of the aggregate 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 to the trailer storage tank it is used on. The inspector shall check the oil in each load “in and out” 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.

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 by the presence of “black pebbles” in the gutter.

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 Redlands Regular Meeting of 09-02-25 576 of 1096
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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 Contractor shall supply the City with licensed weighmaster’s certificates of weight for all 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 stockpiles stored for the City’s Contract.

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 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 street surface with a power sweeper, remove all R.P.M.’s, abrasive grind or sandblast completely all lane lines, street legends, crosswalks or other painted or thermoplastic surfaces. This is necessary to provide a good bonding surface for the slurry seal, as well as eliminate “ghosting” of the old striping and markings as the new slurry wears off over time.

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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 water. In addition, the Contactor’s responsibility shall include handling nuisance waters 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’s satisfaction, the street shall be reslurried at the Contractor’s expense.

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-sacs (the last 250’ minimum), the last 250’ of dead-end streets and knuckle curves. Full compensation for rolling the slurry shall be considered as include in the unit cost for slurry seal.

During slurry seal operations, it shall be the Contractor’s responsibility to place protective 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.

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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 cracks larger than 1” wide shall be filled with the mixtures per Specification Section 203-6.4 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.

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:

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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 “No Parking Signs” shall not be installed during this activity. (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. (6) “No Parking Signs” shall be installed per Section 7-19 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.

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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.

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 Redlands Regular Meeting of 09-02-25 581 of 1096
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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 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 Redlands Regular Meeting of 09-02-25 582 of 1096
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averaged to determine the percent of maximum theoretical density, as determined by ASTM D2041, 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.

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.

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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 the completed joint will be affected. Longitudinal and transverse joints shall be tested with a 12’ 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 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 Redlands Regular Meeting of 09-02-25 584 of 1096
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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.

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 cracks larger than 1” wide shall be filled with the mixtures per Specification Section 203-6.4 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.

SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-1 CONCRETE STRUCTURES.
303-1.1 General. - Delete the first sentence of paragraph 1 and replace with the following:
“Concrete bridges, culverts, catch basins, retaining walls, abutments, piers, footings, foundations, 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:

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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 curbs shall be located within the City’s right-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 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 Redlands Regular Meeting of 09-02-25 586 of 1096
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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 account the maximum slope and transition area required. It shall be the Contractor’s 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 within the City’s right-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, Equal Tile, or approved equal. Truncated domes installed on existing surfaces shall be Safety Sted TD, or approved equal. Truncated dome panels shall be 36”x48”, inline configuration, with a spacing of 2.35” on center, 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:

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 Redlands Regular Meeting of 09-02-25 587 of 1096
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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:

A minimum of 300mm (12”) wide full depth asphalt concrete pavement repair patch and an 450mm (18”) wide 1-1/2” deep grind outside of the trench width 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 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.

Redlands Regular Meeting of 09-02-25 588 of 1096
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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.

Each storm drain catch basin or storm drain inlet box shall be marked “NO DUMPING - FLOWS TO CREEK.” Two coats of paint are required. Stencil shall match City’s stencil. Paint 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 installed per City’s detail drawing No. 102-0. 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. 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.

Redlands Regular Meeting of 09-02-25 589 of 1096
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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 CatTrack 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 minimum of 0.10’ thickness.

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 per gallon).”
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.

Redlands Regular Meeting of 09-02-25 590 of 1096

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GENERAL REQUIREMENTS
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COORDINATION OF WORK, PERMITS, AND REGULATIONS 01110-2

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COORDINATION OF WORK, PERMITS, AND REGULATIONS 01110-1
SECTION 01110 COORDINATION OF WORK

PART ONE -- GENERAL

1. COORDINATION OF WORK
The Contractor shall submit the construction schedule in accordance with Section 03121 of these specifications.

The Contractor shall arrange the schedule of work, but it must adhere to the following restrictions:

1. Contractor shall schedule full work days of operation until funds are exhausted.

2. Citywide events calendar shall be considered with the schedule for construction.

3. The events calendar will be provided at the pre-construction meeting. Updated events calendar will be provided during subsequent weekly construction meetings.

4. Construction around school zone shall be taken into consideration to avoid interference with the drop-off and pick-up times for each specific school.

5. Detailed construction activities and construction schedule will be provided during weekly construction meetings.

6. The Cured-In-Place Pipe (CIPP) lining and Remove and Replace (R&R) processes shall be executed concurrently. All contractors involved in CIPP and R&R activities are responsible for coordinating their efforts to meet this requirement.

7. Construction activities that conflict with existing gas lines shall be scheduled to occur at the end of the project timeline

1.2 UTILITY COORDINATION
During construction, if City owned utility facilities are damaged, contractor shall inform the City.

City crew will respond within two hours and assess the condition and perform any necessary remedial work as quickly as possible. No additional compensation will be granted to the contractor for any delay due to the damage and repair of the utility facility. Other utilities not owned by the City, contractor should notify and coordinate with the utility owner

END OF SECTION
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TRAFFIC CONTROL PLAN 01111-1
SECTION 01111 TRAFFIC CONTROL PLAN
A. General
The intent of this specification is to provide the format and requirements in preparation of the Traffic Control Plan (TCP).

B. Format

1. The sheets of the TCP shall display, at a minimum, the title of the project, name of firm preparing the TCP, name and stamp of Registered Traffic or Civil Engineer preparing the TCP, approval block for City of Redlands approval, north arrow, title sheet with an index of the sheets, sheet number, and total number of sheets.

2. The TCP shall be drawn to a 1 inch = 40 scale, or as otherwise approved by City staff, on common size sheets ranging from 8-1/2 inches x 11 inches, 11 inches x 17 inches or 24 inches x 36 inches as determined appropriate based on work area.

3. TCP must be prepared and approved by a Registered Traffic or Civil Engineer in the State of California.

C. Requirements
The TCP shall contain the following items and scenarios of traffic control:

1. Non-potable pipeline installation;

2. Potable pipeline installation;

3. Non-potable pipeline connection points;

4. Potable pipeline connection points;

5. Resurfacing operations;

6. Variations to accommodate night work;

7. All required detours;

8. Provide 4 changeable message boards, Solartech MB2-LR-1548 or approved equal, located throughout the project area to provide advance notification as work progresses;

9. The TCP shall be completed in conformance with Section 7-10.2.2.1 of the General Conditions and adhere to the following:
a. At least one lane of traffic shall be open on all roadways during the pipeline installation with appropriate traffic control and flaggers; Redlands Regular Meeting of 09-02-25 596 of 1096
TRAFFIC CONTROL PLAN 01111-2
b. Contractor shall install non-potable pipeline first and be fully operational prior to the start of the potable pipeline; c. On street parking, where currently available, shall be open to the public outside of working hours; and
d. Colton Avenue between New York Avenue and Orange Street may be closed to thru traffic during the resurfacing operations; and e. Shall be completed in conformance with all additional requirements from permitting agencies, such as Caltrans and SANBAG.

END OF SECTION
Redlands Regular Meeting of 09-02-25 597 of 1096
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 2025 CIP Sewer Pipeline Replacement Project, Project No. 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, Construction Notes, Symbol Legend and Details 2 Sewer Pipeline Replacement/Rehabilitation 3-8

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 2025 Sewer Pipeline Replacement Project, Project No. as noted on the Contract Drawings and all other Contract Documents and is summarized as follows:

1. The Work shall consist of furnishing and installing all pipe, fittings, manholes, CIPP, and appurtenances; testing all pipelines; all traffic control (including furnishing and installing all arrowboards, barricades, signs, delineators, and flagmen); all utility location and verification (excavating, exposing, and verifying top, bottom, and side of utility facilities); all pavement removal and disposal; all earthwork (including trenching, shoring, sloping, bedding, and backfilling including select imported material or select native material); compacting; protecting in place or removing and replacing all existing utilities, trees, and public and private improvements; replacing all asphalt concrete pavement including asphalt concrete overlays; pavement striping and restriping; testing and disinfecting all pipelines; replacing destroyed survey monuments; disposing of excess soil and rock material and restoring all areas and improvements to preconstruction conditions.

2. The Contractor shall, upon completion of the pipeline construction 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 complete, correctly operating pipeline and appurtenances.

END OF SECTION
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DESCRIPTION OF WORK 01112-2

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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 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 backfill material throughout the project locations. It shall be the Contractor’s 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 lump sum price 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, shop drawings, catalog submittals and shall constitute full compensation for all labor, Redlands Regular Meeting of 09-02-25 600 of 1096
MEASUREMENT AND PAYMENT 01200-2
material, equipment and incidentals required. The bid price for mobilization shall not exceed 5 percent of the Bid Schedule total price.

2. Traffic Control Plan, Bid Item 2:

Payment for Traffic Control Plan 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 to complete the Traffic Control Plan per Section 01111.

The installation and implementation of traffic control items shall be included throughout bid items and the specific traffic control required for installing each item.

3. Erosion Control Plan, Bid Item 3:

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.

4. Survey, Bid Item 4:

Payment for Survey shall be made at the contract lump sum price 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 Survey 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.

5. Remove & Replace Existing 8” Pipe with 8” SDR 35 PVC Pipe, Bid Item 5:

Payment for Remove & Replace Existing 8” Pipe with 8” SDR 35 PVC Pipe shall be made at the contract unit price per linear foot and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install the pipeline complete in place per the plans and specifications.

The bid price shall include, but not be limited to all necessary potholing, utility research and investigation, trench protection, traffic control, pavement saw cutting and removal, trenching, trench protection for workers removal and disposal of existing sewer pipe, cutting of lateral pipes, handling and disposal of unsuitable and waste material, pipe and appurtenances, pipe bedding and trench backfilling (including imported material, or select native if approved by the Engineer), compacting to a minimum of 95% relative compaction, placing and compacting 4” crushed aggregate base to 95% relative Redlands Regular Meeting of 09-02-25 601 of 1096
MEASUREMENT AND PAYMENT 01200-3
compaction, placing temporary asphalt concrete, replacing prior to final paving any damaged concrete gutters from expansion joint to expansion joint, including dowels at each joint, final paving, required testing, CCTV inspection, or re-inspection, if required, of the pipeline, protecting in place or removing and replacing all existing utilities and public and private improvements, work site, and restoring all areas to pre-existing conditions.

Measurement shall be made horizontally along the centerline of the newly completed PVC pipeline, without deducting for pipeline fittings or appurtenances.

6. Remove & Replace Existing 6” Pipe with 8” SDR 35 PVC Pipe, Bid Item 6:

Payment for Remove & Replace Existing 6” Pipe with 8” SDR 35 PVC Pipe shall be made at the contract unit price per linear foot and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install the pipeline complete in place per the plans and specifications.

The bid price shall include, but not be limited to all necessary potholing, utility research and investigation, trench protection, traffic control, pavement saw cutting and removal, trenching, trench protection for workers removal and disposal of existing sewer pipe, cutting of lateral pipes, handling and disposal of unsuitable and waste material, pipe and appurtenances, pipe bedding and trench backfilling (including imported material, or select native if approved by the Engineer), compacting to a minimum of 95% relative compaction, placing and compacting 4” crushed aggregate base to 95% relative compaction, placing temporary asphalt concrete, replacing prior to final paving any damaged concrete gutters from expansion joint to expansion joint, including dowels at each joint, final paving, required testing, CCTV inspection, or re-inspection, if required, of the pipeline, protecting in place or removing and replacing all existing utilities and public and private improvements, cleaning work site, and restoring all areas to preexisting conditions.

Measurement shall be made horizontally along the centerline of the newly completed PVC pipeline, without deducting for pipeline fittings or appurtenances.

7. Reconnect Sewer Lateral, Bid Item 7:

Payment for Reconnect Sewer Lateral shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install complete in place per Detail 2 on Sheet 2 of the plans and all specifications.

The bid price shall include, but not be limited to all necessary potholing, utility research and investigation, trench protection, traffic control, pavement saw cutting and removal, trenching, trench protection for workers removal and disposal of existing sewer pipe, cutting of lateral pipes, handling and disposal of unsuitable and waste material, pipe and appurtenances, pipe bedding and trench backfilling (including imported material, or select native if approved by the Engineer), compacting to a minimum of 95% relative compaction, placing and compacting 4” crushed aggregate base to 95% relative compaction, placing temporary asphalt concrete, final paving, testing, protecting in place Redlands Regular Meeting of 09-02-25 602 of 1096
MEASUREMENT AND PAYMENT 01200-4
or removing and replacing all existing utilities and public and private improvements, cleaning work site, and restoring all areas to pre-existing conditions.

8. CIPP 8” Pipe, Bid Item 8:

Payment for CIPP 8” Pipe shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install CIPP 8” Pipe complete in place per the plans and specifications.

The price shall include, but not be limited to, traffic control, bypass pumping, pipeline cleaning including debris and root removal, materials and storage of materials to be used for the CIPP process, CCTV inspection, disposal of debris, cleaning, pre and post installation video inspection, quality control and all labor, materials, tools, incidentals, and equipment required to complete the work.

9. Re-establish Lateral Connections following CIPP, Bid Item 9:

Payment for Re-establish Lateral Connection following CIPP shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install Re-establish Lateral Connection following CIPP complete in place per the plans and specifications.

The price shall include, but not be limited to, traffic control, bypass pumping, pipeline cleaning including debris and root removal, CCTV inspection, disposal of debris, cleaning, pre and post installation video inspection, quality control and all labor, materials, tools, incidentals, and equipment required to complete the work.

10. Removal of Protruding Lateral for CIPP, Bid Item 10:

Payment for Protruding Lateral Removal shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required for location verification and trimming of protruding laterals and capping if required for the jointing and connecting of service laterals to existing sanitary service.

The price shall include, but not be limited to, traffic control, disposal of debris, cleaning, pre and post installation video inspection, lateral verification, lateral reinstatement, quality control and all labor, materials, tools, incidentals, and equipment required to complete the work.

11. 8” Spot Repair, Bid Item 11:

Payment for 8” Spot Repair shall be made at the contract unit price per linear foot and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install the pipeline complete in place per the plans and specifications.

The bid price shall include, but not be limited to all necessary potholing, utility research and investigation, trench protection, traffic control, pavement saw cutting and removal, trenching, trench protection for workers removal and disposal of existing sewer pipe, handling and disposal of unsuitable and waste material, pipe, couplings and appurtenances, pipe bedding and trench backfilling (including imported material, or select Redlands Regular Meeting of 09-02-25 603 of 1096
MEASUREMENT AND PAYMENT 01200-5
native if approved by the Engineer), compacting to a minimum of 95% relative compaction, placing and compacting 4” crushed aggregate base to 95% relative compaction, placing temporary asphalt concrete, replacing prior to final paving any damaged concrete gutters from expansion joint to expansion joint, including dowels at each joint, final paving, required testing, CCTV inspection, or re-inspection, if required, of the pipeline, protecting in place or removing and replacing all existing utilities and public and private improvements, cleaning work site, and restoring all areas to preexisting conditions.

Measurement shall be made horizontally along the centerline of the newly completed PVC pipeline, without deducting for pipeline fittings or appurtenances.

12. Remove Existing Cleanout, Bid Item 12:

Payment for Remove Existing Cleanout shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install complete in place per plans and specifications.

The bid price shall include, but not be limited to all necessary trench protection, traffic control, pavement saw cutting and removal, excavation, trench protection for workers removal and disposal of existing materials, handling and disposal of unsuitable and waste material, pipe and appurtenances, backfilling, placing temporary asphalt concrete, final paving, protecting in place or removing and replacing all existing utilities and public and private improvements, cleaning work site, and restoring all areas to pre-existing conditions.

13. Remove Existing Manhole, Bid Item 13:

Payment for Remove Existing Manhole shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install complete in place per plans and specifications.

The bid price shall include, but not be limited to all necessary trench protection, traffic control, pavement saw cutting and removal, excavation, trench protection for workers removal and disposal of existing materials, handling and disposal of unsuitable and waste material, pipe and appurtenances, backfilling, placing temporary asphalt concrete, final paving, protecting in place or removing and replacing all existing utilities and public and private improvements, cleaning work site, and restoring all areas to pre-existing conditions.

14. Construct 48” Manhole, Bid Item 14:

Payment for 48” Diameter Manhole shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install complete in place per plans and specifications.

The bid price shall include, but not be limited to all necessary potholing, utility research and investigation, trench protection, traffic control, pavement saw cutting and removal, excavation, crushed rock base, trench protection for workers removal and disposal of existing sewer pipe, handling and disposal of unsuitable and waste material, pipe and appurtenances, backfilling, connection of pipes to manhole, waterstops, placing temporary Redlands Regular Meeting of 09-02-25 604 of 1096
MEASUREMENT AND PAYMENT 01200-6
asphalt concrete, final paving, testing, protecting in place or removing and replacing all existing utilities and public and private improvements, cleaning work site, and restoring all areas to pre-existing conditions.

15. Flow Bypass, Bid Item 15:

Payment for Flow Bypass shall be made at the lump sum price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to furnish and install the flow bypass system and prepare a bypass plan for review and approval by the City per Section 3-12.5.

Contractor shall also prepare a spill prevention plan for review and approval by the City in accordance with Section 3-12.5 of the specifications. The contractor shall be fully responsible for containing any sewage spillage, preventing any sewage from reaching water courses, recovery, cleaning and legal disposal of any spilled sewage, and fines, or penalties associated with the sewage spill imposed upon the agency and/or the contractor by jurisdictional regulatory agencies, and any other expenses or liabilities replaced to the sewage spill.

All pipeline or manhole work proposed within this contract shall be assumed to require a flow bypass system to complete. Sewage shall not be permitted to flow in trenches nor be covered by backfill. Plugging manholes and pumping via a vactor truck from manhole to manhole will not be considered a sufficient means for bypassing.

16. Testing of CIPP Liner, Bid Item 16:

Payment for testing of CIPP liner shall be made at the unit price from the proposal and shall constitute full compensation for all labor, material, equipment and incidentals required to complete all testing requirements listed within Section 02766 of the specifications.

17. Demobilization, Bid Item 17:

Payment for Demobilization shall be made at the contract lump sum price and shall constitute full compensation for all labor, material, equipment, and incidentals required within Section 01740

18. Unforeseen work not covered within all other bid items, Bid Item 18:

Payment for unforeseen work not covered within all other bid items shall be made at the contract lump sum price and shall constitute full compensation for all labor, material, 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 work required that is outside of the proposed bid unit cost, shall be performed based on time & 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 or may not be spent entirely.

END OF SECTION
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CHANGE ORDER REQUESTS 01251-1
SECTION 01251 CHANGE ORDER REQUESTS

1.1 GENERAL
A. All quotations for preliminary change orders for extras, changes, additions, or deletions to the Work as described in EXTRA WORK of the GENERAL CONDITIONS shall be submitted to the ENGINEER, in writing, on the Change Order Request (COR) Cover Sheet and the Change Order Cost Summary Form, both attached, and in conformance with the requirements of Section 01254 CHANGE ORDERS. The quotation shall be firm for a period of not less than sixty (60) calendar days from the date of receipt of the quotation by the ENGINEER. The CONTRACTOR shall submit its written cost quotation and Time Impact Analysis not later than fifteen (15) days after being requested to provide such quotation, unless the ENGINEER allows more time. Delays in submitting quotations beyond the fifteen (15) days set forth herein, which cause a delay in the issuance of a Change Order or a delay to the completion date of the project, shall not be cause for a claim or a time extension under the Contract.

B. The ENGINEER'S request for quotation on a preliminary change shall not be considered authorization to proceed with the changed work prior to the issuance of a final Lump Sum or Time & Material Change Order, unless directed otherwise, in writing, by the ENGINEER, nor shall such request constitute justification for a delay to the existing Work or a time extension under the Contract.

END OF SECTION
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CHANGE ORDER REQUESTS 01251-3
Change Order Cost Summary
Project Name :

Change Order Request No. :

Date :

Direct
Labor
Direct
Materials
Direct
Equipment
(1): Lump Sum Work by $0.00 $0.00 $0.00
Prime Contractor
(2): "T&M" Work by $0.00 $0.00 $0.00 Prime Contractor
(3): Subtotal - Direct Work
$0.00 $0.00 $0.00 (Prime Contractor)

(4): All Lump Sum Work by $0.00 $0.00 $0.00 subcontractors (any tier) (5): All "T&M" Work by $0.00 $0.00 $0.00 subcontractors (any tier) Totals (6): Subtotal - Direct Work
$0.00 $0.00 $0.00 $0.00 (all subcontractors)
Add each of the
(3)+(6)=(7): Total - Direct Costs
$0.00 $0.00 $0.00
three columns
$0.00 across and enter
to the right.
(8): Markup
(20%
of
direct
labor)
(15% of
direct mat'l)
(15% of
direct equip)
$0.00 $0.00 $0.00 $0.00

(9): Prime Contractor
Markup 10% of line (6) direct sub work up to $5,000

for subcontractors plus 5% of line (6) direct sub work over $5,000

(10): Bonds & Insurance 1% of line (7)
$0.00 all direct work

(11): Additional amount
permitted by Contract

(12): GRAND TOTAL Add sums of lines)
$0.00 (7), (8), (9), (10) and (11)
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CHANGE ORDER REQUESTS 01251-4

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CHANGE ORDERS 01254-1
SECTION 01254 CHANGE ORDERS

PART ONE -- GENERAL

1.1 REQUIREMENTS
Payment to the Contractor, or credit to the City, for any change, addition, deletion or extra to the Work, or settlement of any Claim, covered by any Change Order, shall be determined by the methods set forth herein. The Engineer may change the Plans and Specifications, character of the Work, or quantity of Work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed twenty-five percent (25%) of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and the City, which shall be executed by a Change Order.

Unless otherwise stipulated, “Unit Prices” include all costs necessary to furnish, install and complete the Work. The “Unit Prices” include all direct costs for labor, equipment and materials, all insurance and bond costs, all field and office supervisors and assistants, all onsite project administration, security costs, the cost of small tools and consumables, incidental job burdens, and all general home office expenses and no separate allowance will be made therefor. Assistants to field and office supervisors include all clerical, stenographic, and general office help. Incidental job burdens include, but is not limited to, office equipment and supplies, temporary toilets, telephone, utilities, safety equipment, warning devices, personal protective equipment, and conformance to OSHA requirements. Project administration includes, but is not limited to, review and coordination, estimating, engineering, scheduling, and expediting relative to Change Orders, and updating and furnishing Record Drawings to incorporate changes, schedule update, supervision not applied solely to the Work of the Change Order, home office salaries and expenses, and City of Redlands Business Tax.

A. Unit Prices
Unit prices stipulated in the Bid or itemized in the approved Schedule of Values shall be utilized, where they are applicable and determined reasonable by the Engineer. In the event that the Change Order results in a change in the original quantity of more than twenty-five percent (25%), either increase or decrease, then either the Engineer or the Contractor may request a review of the unit price to determine if a new unit price shall be mutually determined by negotiation. Any new unit price mutually determined under this Subsection shall only apply to the units in excess of one hundred twenty five percent (125%) of the original quantity for overruns. In case of underruns, the unit price stipulated in the Bid shall be applied to the first twenty-five percent (25%) of the actual quantity of work performed and the new mutually determined price shall be applied to the quantity between twenty-five percent (25%) and seventy-five percent (75%) of the original quantity.

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Renegotiated unit prices or unit prices for new items added to the Contract by Change Order shall be determined in accordance with Subsections B through G.

Whether stipulated in the Bid, itemized in the approved Schedule of Values or renegotiated, the unit prices used for payment constitute the total adjustment with no further costs owed for overhead, impact, profit, delay or impact to unchanged portions of the Contract, or any other reason. The unit price shall be full and final compensation as described in Subsection D.

The cost proposals for renegotiated unit prices shall be presented in accordance with the provisions of Subsections B through G. Should any Bid Item be deleted in its entirety, the amount bid for that bid item shall be subtracted from the total Contract amount. The Contractor shall be paid only for the actual cost incurred prior to the notification of such deletion for that Bid Item.

B. Lump Sum
The Engineer and the Contractor may mutually determine a total sum for the Extra Work. The Contractor shall summarize the total cost and furnish a breakdown of the proposed lump sum costs satisfactory to the Engineer in accordance with Subsections B through G. Such lump sum costs shall be full and final compensation as described in Subsection D. The Contractor’s quotation shall conform to the requirements of Section 01251- Change Order Requests, and be submitted in the Change Order Cost Summary Form provided (see Attachment 01251-A1). The Change Order Cost Summary Form cannot be used to nullify or supercede any specification or contractual provision.

If the method or amount of payment cannot be agreed prior to performing the Extra Work, the Engineer may unilaterally issue a Change Order in the amount determined reasonable by the Engineer for the Extra Work and direct the Contractor to proceed immediately. The Engineer also has the option to issue a Change Order directing the Work be done on a Time and Materials basis with the Contractor providing all labor, equipment, and materials necessary to complete the Work in a satisfactory manner and within a reasonable period of time.

Estimates for lump sum quotations and accounting for Time and Materials work shall be limited to direct expenditures necessitated specifically by the subject Extra Work, and shall be segregated as follows:

1. Labor, up to and including working general foremen, who are directly assigned to the Extra Work. Employees identified as superintendents or non-working general foremen shall not be charged as labor on Extra Work.

The labor costs shall include actual documented payroll costs including wages, payroll taxes as established by law (i.e., FICA, Federal and State Unemployment Taxes), fringe benefits as established by negotiated labor agreements, and any insurance costs (such as Worker's Compensation and General Liability Insurance but shall not include Automobile Liability Insurance or any other insurance costs). A detailed breakdown of those Redlands Regular Meeting of 09-02-25 611 of 1096
CHANGE ORDERS 01254-3
subcomponents of labor costs, by all crafts shall be submitted to the Engineer, by the Contractor and all Subcontractors, for approval, as part of the documentation of labor costs, within ten (10) working days after issuance of the Notice to Proceed. No other subcomponents of labor costs shall be considered, unless approved in writing by the Engineer.

The labor cost is not allowed to be increased by using labor classifications with paygrades higher than necessary to accomplish the Work.

2. Materials: The cost of materials used in performing the Extra Work will be the cost, including sales tax and freight, to the purchaser, whether Contractor, Subcontractor or other forces, from the supplier thereof, except as follows:
a. Cash or trade discounts available to the purchaser shall be credited to the City notwithstanding the fact that such discounts may not have been taken by the Contractor.
b. For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to be the price paid to the actual supplier as determined by the Engineer. Supplier markup, except for actual costs incurred in the handling of such materials, will not be allowed.
c. Payment for materials from sources owned wholly or in part by the purchaser shall not exceed the price paid by the purchaser for similar materials from said sources on contract items or the current wholesale price for such materials delivered to the Jobsite, whichever price is lower.
d. If, in the opinion of the Engineer, the cost of materials is excessive, or the Contractor does not furnish satisfactory evidence of the cost of such materials, then the cost shall be deemed to be the lowest current wholesale price for the quantity concerned, delivered to the Jobsite less cash or trade discount. The City reserves the right to furnish materials for the Work and no claim shall be made by the Contractor for costs and profit on such materials.
e. For the purposes of this Section, a "Supplier" is defined as any person or persons, firm or business, who supplies materials of construction and/or permanent equipment, but who does not perform any portion of the Work of the Contract on site, for the Contractor, except that labor or labor supervision which may be required by some manufacturers as part of their equipment installation for warranty or other purposes.

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3. Equipment Costs, including ownership, lease or rental costs, as well as operating costs, for individual equipment units whose replacement value is in excess of $500. Transportation and set up costs shall be included, but only if the equipment is imported to the worksite solely to perform work on the Extra Work described in the Change Order and the Contractor can demonstrate that the changed work cannot or could not be performed economically with equipment already at the site. Equipment costs shall be determined in accordance with the requirements set forth in Subsection G.

4. Small tools, equipment, consumables and incidental costs: No separate payment will be made for the use of small tools or equipment with a replacement value of $500 or less. This applies to tools and equipment owned by the Contractor or its subcontractors of any tier. Also, no separate payment will be made for fuel, lubricants, tool or equipment repairs, tool or equipment maintenance, consumables, drinking water, sanitary facilities or other incidentals. These costs are already included as a part of Markup.

5. Subcontractor Costs, including their overhead and profit, provided that such costs are direct costs to the Contractor for performing the Extra Work as set forth in Subsections B through G.

C. Time and Materials Work
The costs of all Changed/Extra Work submitted under the Time and Materials (T&M) method shall be formulated in accordance with the provisions of Subsections B through I.

Unless otherwise stipulated on the Change Order, the “Not-to-Exceed” amount for all T&M Change Orders is $10000. The Contractor is responsible for tracking costs and for notifying the Engineer in writing when costs approach 50% and 75% of the “Not-to-Exceed” amount. In addition, if the Changed/Extra Work cannot be completed within the “Not-to-Exceed” limit, the Contractor shall notify the Engineer in writing, and in a timely manner, that the limit requires an increase.

The City will only reimburse eligible costs up to the “Not-to-Exceed” amount.

The Contractor shall notify the Inspector at the beginning of each day when Changed/Extra Work is being performed. The Contractor shall notify the Inspector of the Changed/Extra Work being performed and describe the personnel involved, whether by Contractor forces or by its subcontractors at any tier. Failure to notify the Inspector prior to the start of Changed/Extra Work serves as the Contractor’s waiver to claim for compensation on that day.

For each working day, the Contractor shall submit a “Daily Extra Work Report” (DEWR) to the Inspector. The “Daily Extra Work Report” shall summarize labor, Redlands Regular Meeting of 09-02-25 613 of 1096
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equipment and materials supplied. The Inspector will only consider Forms that are properly completed as described below.

1. Separate forms must be used for labor and for equipment/materials.

2. Labor, equipment, material or expenditures that are not included on The DEWR are ineligible for payment. There will be no exceptions to this requirement. It is the responsibility of the Contractor to include any and all items of labor, equipment, or material for which it requests compensation for each day’s work completed.

3. Information required on the Labor form shall include name of personnel, personnel classification, and only the number of hours worked on Changed/Extra work for the day being reported. Since the overhead allowance already includes all necessary supervision, any hours for additional supervision or non-working foremen are ineligible for additional payment. The premium pay for a general foreman is eligible for payment only if the general foreman is a working foreman and a general foreman was required by a Union Labor Agreement or otherwise approved by the Inspector. The general foreman rate is eligible for payment only during the time that a general foreman was required for the Changed/Extra Work.

4. Information required on the Equipment/Material shall include Contractorowned equipment and/or tools, and rented equipment or tools for which compensation is requested. Information shall include the type of equipment, size of equipment, equipment identification number, appurtenances, and only the number of hours worked on the Changed/Extra work.

5. The only allowable materials are materials delivered to the job site and/or incorporated only into the Changed/Extra work. The allowable materials shall be listed on the T&M sheet for the day that they are delivered to the job site and/or incorporated into the Changed/Extra work.

6. Delivery ticket(s) and/or bill(s) of lading for rental equipment and/or tools delivered to the site and/or material incorporated into the work for the day being reported must be attached with the T&M sheet for that day. No payment will be allowed for materials and/or rented equipment unless receipt(s) or bill(s) of lading is attached. If the request for payment is not substantiated by original vendor/supplier invoices, acceptable copies of original invoices, or other documentation acceptable to the Inspector, the City may establish the cost of the item(s) at the lowest possible wholesale price or rental rate applicable while the work was being performed.

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7. Failure to submit the required “Daily Extra Work Report of Time and Material Work” by the close of the next working day shall waive all rights for that day unless otherwise approved by the Inspector. Work that cannot be substantiated by a “Daily Report”, approved and signed by the Inspector, is ineligible for payment.

8. The Contractor is responsible for preparing the “Daily Extra Work Report” for work by its Subcontractors and submitting the Forms to the Inspector on time.

9. The Contractor must have each “Daily Extra Work Report” verified by the Inspector. After the “Daily Extra Work Report” is approved by the Inspector, both the Contractor and Inspector sign the report. The original “Daily Extra Work Report” is retained by the Inspector with a copy provided to the Contractor.

10. When the “Daily Extra Work Report” is signed by the Inspector and the Contractor, it is binding on the Contractor and its Subcontractors.

11. When agreed to by the Inspector, the Contractor may submit a supplemental “Daily Extra Work Report” for labor, materials, or equipment for which the Contractor requests compensation but failed to list on the original daily report.
a. These supplemental forms shall be marked “SUPPLEMENTAL”. b. Unless otherwise approved by the Inspector, the supplemental forms may only be submitted for approval up to two (2) working days following the date when the work was performed.

No payment will be allowed for labor, materials, or equipment included on T&M sheets not signed by the Contractor and the Inspector. Payment will not be allowed for labor, materials, or equipment included on T&M sheets signed by anyone other than the Inspector or the Inspector’s immediate supervisor.

D. General
It is the intent of the City to settle all Change Orders full and final at the time the Change Order is issued. Therefore, the following paragraph shall be made a part of all Change Orders, whether included or not on the actual change order:
“The compensation (time and cost) set forth in a Change Order comprises the total compensation due the Contractor, all Subcontractors, and all Suppliers, for the Work or change defined in the Change Order, including impact on unchanged work. By signing the Change Order, the Contractor acknowledges and agrees on behalf of himself, all Subcontractors, and all Redlands Regular Meeting of 09-02-25 615 of 1096
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Suppliers, that the stipulated compensation includes payment for all work contained in the Change Order, plus all payment for the interruption of schedules, extended field overhead costs, delay, and all impact, ripple effect or cumulative impact on all other work under this Contract. The signing of the Change Order indicates that the Change Order constitutes full mutual accord and satisfaction for the change, and that the time and/or cost under the Change Order constitutes the total equitable adjustment owed the Contractor, all Subcontractors, and all Suppliers as a result of the change. The Contractor, on behalf of himself, all subcontractors, and all Suppliers, agrees to waive all rights, without exception or reservation of any kind whatsoever, to file any further claim related to this Change Order.

No further claim or request for equitable adjustment of any type for any reasonably foreseeable cause shall arise out of or as a result of this Change Order or the impact of this Change Order on the remainder of the Work under this Contract.”
Costs which shall not be paid in Change Orders under this Contract include, but are not limited to, interest costs of any type; claim preparation or filing costs; legal expenses; the costs of preparing or reviewing proposed Change Orders or Change Order proposals; lost revenue; lost profits; lost income or earnings; rescheduling costs; costs of idled equipment when such equipment is not at the site or has not yet been employed on the Work; lost earnings or interest on unpaid retainage; claims consulting costs; and the costs of corporate officer or staff visiting the site; any compensation due to the fluctuation of foreign currency conversion or exchange rates; loss of other business; changes in taxes or increased tax rates of any kind or any costs identified as unallowable under the provisions of the Federal Acquisition Regulations.

Extensions of time shall be based solely upon the effect of delays to the Work as a whole. Extensions of time shall not be granted for delays to the Work, unless the Contractor can clearly demonstrate, through analysis of the current updated schedule, that the delay to the Work as a whole arose or will arise from causes other than normal weather, beyond the control and without fault or negligence of the Contractor, or any Subcontractor, at any tier, and that such delays did or will, in fact, delay the progress of the Work as a whole. The Contractor shall not be entitled to a time extension unless it submits a Time Impact Analysis which is a calculation of the extent of the delay to the end date of the Work and which shows that the Work has been or will be extended beyond the current Contract completion date. A Time Impact Analysis is a scheduling procedure which utilizes the networking techniques (fragnets) and a written analysis of the facts associated with the alleged delay to demonstrate the effect of the alleged delay on the critical path of the schedule. A "fragnet" is defined as a sequence of new activities and/or activity revisions that are proposed to be added to the existing current updated schedule to demonstrate (mathematically and graphically) the influence of the alleged delay on the end date of the Work and shall be the sole method for incorporating delays and impacts into the schedule. The objective of a Redlands Regular Meeting of 09-02-25 616 of 1096
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Time Impact Analysis is to pinpoint, isolate, and quantify all time impact associated with a specific issue and determine its time relationship to past or current delays. Time extensions shall not be allowed for delays to parts of the Work that are not on the critical path of the currently approved monthly updated project schedule. Time extensions shall not be granted, nor delay damages of any kind whatsoever paid to the Contractor, until all available float, slack, or contingency time on the project is used and the end date of the Work is moved beyond the current, adjusted Contract completion date.

The cost summary, cost breakdowns and requests for cost reimbursement submitted by the Contractor (for delay, disruption, hindrance and interference associated with the changes, additions, deletions or extras) shall be itemized in a manner that, with mathematical certainty and without reliance upon probabilities or inferences, segregates the direct, actual reimbursable costs associated with each individual, change, addition, deletion, extra and (on an event-by-event basis) each individual delay or disruption event. Such cost summaries, breakdowns or requests shall not be based, in whole or in part, upon any methodology (such as “total cost” or “modified total cost” methodologies) that purports to calculate the Contractor’s additional costs of performance of the extra, change, addition or deletion (including without limitation the additional costs of delay, disruption or other impact) based on the difference between Contractor’s total actual Project or line item costs (with or without fee) and its original bid estimate for the Project or any original bid estimate line item. In connection with the foregoing, Contractor represents and warrants that it has the ability to generate and maintain complete and accurate cost accounting records that will reflect (i) the actual costs incurred or saved for each individual item of Extra Work, change, addition, deletion (including without limitation any costs of associated delay, disruption, interference, hindrance and the cumulative impact of each extra, change, addition, deletion on other parts of the Work); and, (ii) on an event-by-event basis, the effect of each delay or disruption that forms the basis of each request for extension of time, regardless of their scope, number, complexity, cumulative effect, or time of issuance or occurrence.

Except as provided in Section 6-6 of the General Conditions, Contractor shall have no right to recovery of any compensation, costs, expenses or damages resulting from delay, disruption, interference, or hindrance in the performance of the Work (including without limitation interruption of schedules, excess or extraordinary extended field and indirect overhead costs, loss of productivity and the impact, ripple or cumulative effect on other Work).

Contractor waives any claim or rights and remedies based on abandonment, quantum merit, rescission or other similar legal theory by reason of any of the following circumstances, which the Contractor acknowledges and agrees are within the reasonable contemplation of the parties: (i) changes, additions, deletions and extras to the Work after execution of the Contract and issued from time to time throughout the period of construction, regardless of their scope, Redlands Regular Meeting of 09-02-25 617 of 1096
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number, cumulative value, or complexity, to correct errors, omissions, conflicts, and ambiguities in the Contract Documents, or to implement discretionary changes to the scope of Work requested by the City; (ii) the issuance and performance of changes, additions, deletions and extras in a manner that is not in sequence with the as-built or as-planned progress of the Work; (iii) changes due to Differing Site Conditions; (iv) suspensions of the Work or parts thereof, or limitations on access to portions or all of the Work, for the convenience of City or in the interests of the Project; (v) delay or disruption to the Work due to failure of the City, Engineer or Inspector to timely perform any contractual obligation.

E. Markups – Overhead and Profit

1. In addition to the direct expenditures specified for labor, materials and equipment in Subsection B, a lump sum will be paid for all overhead and profit, including: All insurance costs other than specifically mentioned in this Section, all field and office supervisors and assistants, all onsite project administration, security costs, the cost of small tools and consumables, incidental job burdens, and all general home office expenses and no separate allowance will be made therefor. Assistants to field and office supervisors include all clerical, stenographic, and general office help. Incidental job burdens include, but is not limited to, office equipment and supplies, temporary toilets, telephone, utilities, safety equipment, warning devices, personal protective equipment, and conformance to OSHA requirements. Project administration includes, but are not limited to, review and coordination, estimating, engineering, scheduling, and expediting relative to Change Orders, and updating and furnishing Record Drawings to incorporate changes, schedule update, supervision not applied solely to the Work of the Change Order, home office salaries and expenses, and City of Redlands Business Tax. Such lump sum shall conform to the following schedule of percentages of the total amount of direct expenditures of the Contractor and subcontractors.
(a) Work by Contractor. The following percentages shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profits:
1) Direct Labor 20%
2) Direct Materials 15%
3) Direct Equipment 15%
(b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in (a) shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

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2. Bonds and Insurance
An additional allowance of one percent (1%) of all direct costs (less markup) is allowed.

3. Add/ Deduct Changes
The overhead rates determined above shall be applied to all additive Change Orders, except those utilizing as-bid Unit Prices listed in the Bid Proposal.

Any change in the Work involving both extras and credits shall show a net total cost, including subcontracts. Allowances for overhead and profit to the net total cost, as specified herein above, shall be applied if the net total cost is an extra; overhead and profit allowances shall not be applied if the net total cost is a credit. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was signed.

4. When all or any part of the extra work is performed by a Subcontractor, the markup established in subsection 1.1.E.1 shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

F. City Furnished Materials, Equipment and Services
The Engineer reserves the right to furnish materials, equipment and services deemed expedient for use on the Changed/Extra Work. The Contractor shall have no claim for profit or overhead on the cost of such materials, equipment and services.

G. Equipment Costs
The rates for rental or leased equipment shall not exceed the rates listed in the Caltrans Labor Surcharge and Equipment Rental Rates (Caltrans LS&ERR). For T&M Change Orders, the rates are established by the actual paid invoice(s) that comply with the requirements of Subsections G.1 and G.3. Owned equipment costs shall not exceed the rates established by Subsection G.2. The most recent published edition in effect at the commencement of actual equipment use shall be used.

The rates paid for any rented or leased equipment or tools shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance and all incidental costs associated with the operation of the equipment or tools.

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It is the responsibility of the Contractor to include any appurtenances added to equipment which would increase the basic rate for said equipment (i.e., hoe-ram, oversize bucket, and etcetera) as established in the acceptable rental rate guide.

All equipment and/ or tools shall be acceptable to the Inspector, in good working condition, suitable for the purpose for which it is to be used, and necessary to complete the Changed/Extra Work. Payment will be based on the manner in which the equipment was actually powered, operated and modified per the equipment manufacturer’s recommendations.

1. Rented or Leased Equipment
For equipment rented or leased (including lease with purchase option) in arm's length transactions from outside vendors, the Contractor shall be paid the actual invoiced, rented or leased rates provided that the invoiced lease or rental rates do not exceed the rates set forth in the Caltrans LS&ERR. Arm's length rental or lease transactions are those in which the firm involved in rental or lease of such equipment is not associated with, owned by, have common management, directorship, facilities, or stockholders with the firm renting the equipment. Submittal by a Contractor of a rental or leased invoice from the lessor will be prima facie proof of compliance with the above. However, such invoices are not conclusive proof; if questioned, the burden of proof remains with the Contractor. In no event shall the leased equipment rate billed to the City be at rates exceeding those prescribed in the following table:

Actual Usage (Change Order
& Contract Work Combined) Payment Category
Less than 8 hours Hourly Rate
8 or more hours but less than 7 days Daily Rate
7 or more days but less than 30 days Weekly Rate
30 calendar days or more Monthly Rate
a. When in Use:

Actual equipment use time documented by the Inspector shall be the basis that the equipment was utilized on the changed work and paid for under the Change Order. In addition to the lease or rental rate, equipment-operating costs shall not exceed the estimated hourly operating rate as set forth in the Caltrans LS&ERR. The hours of operation shall be based upon actual equipment usage on the changed work as recorded by the Inspector. For multiple shift work sequences, the allowable equipment rate shall not exceed fifty percent (50%) of the base rate, for second or third shifts. b. When Idle:

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Idle equipment is equipment on site and necessary to perform the Work under the change but not in actual use due solely to the impact of the changed work. Equipment operating costs due to idle time, documented by the Inspector, shall be paid at the rate determined in “G” (1) above. Idle time shall include a reasonable time allowance to and from the project site.

Payment for equipment or tools shall be limited to hours actually worked on the Changed/Extra Work if the equipment or tool is already on site for Work under the original Contract. No “standby” time will be paid for equipment already on site for Work under the original Contract.

If equipment or tools are used intermittently and, when not in use, could be returned to the rental source at less expense than holding it at the work site, it shall be returned, unless the Contractor elects to keep it at the work site at no expense to the City.

2. Owned and Other Equipment
Equipment rates for owned equipment or equipment provided in other than arm's length transactions shall not exceed the total hourly costs as set forth in the Caltrans “Labor Surcharge and Equipment Rental Rates” effective at the time the work is performed. (The Caltrans equipment rental rates are available on the internet at
http://www.dot.ca.gov/hq/construc/equipmnt.html.) If the equipment is not listed in Caltrans LS&ERR, then the Rental Rate Blue Book shall be used. When using the Blue Book, the hourly rate for any period less than 7 days shall be the weekly rate divided by 40, plus the Operating Cost.

Except as noted herein below, this equipment hourly rate plus the estimated operating cost per hour from the Blue Book will be paid for each hour the equipment actually performs the Extra Work. Daily records listing the equipment units and their respective operators, identification code, and actual usage on the Work under the Change Order, as certified at the end of each work day (or work shift if the Work is being performed in multiple work shift sequence) by the Inspector shall be the record upon which actual equipment use shall be based. For multiple shift work sequences, the Caltrans overtime factor shall be applied (When using the Blue Book one-half the Non-Operating Cost will be deducted for second and third shifts. The Non-Operating Costs are the Blue Book monthly or weekly/40 rates, as applicable.). It is agreed that this rate shall represent payment in full for all the Contractor’s direct costs.
a. When Idle:

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CHANGE ORDERS 01254-13
Payment for equipment necessary to be on the site to complete the Work, but not in actual use due solely to the impact of the changed work, shall be paid per the table in Caltrans Standard
Specifications Section 9-1.03A(3b), provided that its presence and necessity on the site has been documented by the Inspector, and further provided that the equipment was idled solely by actions of the City. Idle equipment time will only be paid as a function of delays specifically directed or caused by the City's actions. In no event shall the idle time claimed in a day for a particular piece of equipment exceed the normal work schedule established for the project - usually eight (8) hours per day or forty (40) hours per week, and excluding Saturdays, Sundays, and holidays. For multiple shift work sequence, the allowable idle equipment rate shall not be allowed, for second or third shifts. It is agreed that this rate shall represent payment in full for all the Contractor’s direct costs.

3. Equipment Haulage and Set Up Costs
Documented and actual equipment haulage and set up costs shall be paid for, if applicable as set forth in Subsection B.3.

4. Other Equipment Cost Guides
In the event that a piece of equipment used on a Change Order is not listed in Caltrans or the Blue Book, costs may be derived from the Associated General Contractor’s of America Equipment Ownership Guide, the Associated Equipment Dealers Guide, or the Equipment Rate Guide published by the U.S. Army Corps of Engineers as adjusted appropriately for the type of work and use and the regional area of the Work under this Contract.

H. Records
At any time should the Contractor deviate substantially from the schedule, method and sequence of operation, equipment, cost or pricing data furnished by the Contractor and agreed to by the City in connection with the Change Order or should the City determine that any price negotiated in connection with the Change Order is defective due to such deviation or the fault of the Contractor, the City reserves the right to reduce the Change Order cost and reissue the Change Order at the amount in which the City determines to be the actual costs to complete the change.

Whenever any material or process is indicated or specified by patent or a proprietary name, or by name of a manufacturer in the Change Order, such direction shall not relieve the Contractor’s responsibility or obligation to perform Redlands Regular Meeting of 09-02-25 622 of 1096
CHANGE ORDERS 01254-14
work in accordance with the contract requirements. The Contractor shall be solely responsible for, and have control over construction means, methods, techniques, sequences and procedures, coordination of all portions of the contract and Change Order work.

The Contractor shall on a weekly basis submit an approximate accounting of the amount expended on the Time and Materials work to date and an estimate of the Impact to the time of performance of work.

I. Partial Payments for Time and Materials Work.

Progress payments for Time and Materials work shall only be made if the anticipated cost of the changed work is in excess of $50,000 and/or the time to perform the changed work will exceed two (2) months duration. To receive payments for Time and Materials work, the Contractor shall submit to the Engineer an invoice of the daily reports which were verified by the Inspector, with details and documents, verifying the Contractor’s and Subcontractor's actual costs incurred for the Time and Materials work as set forth in Subsections B through H. Costs shall be submitted within thirty (30) calendar days after the T&M work has been satisfactorily completed unless an extension of time for submittal is authorized in writing by the Inspector.

END OF SECTION
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SCHEDULE OF VALUES 01298-1
SECTION 01298 SCHEDULE OF VALUES

1.1 GENERAL
A. The Schedule of Values shall be used as a basis for determining progress payments on a lump sum contract or any designated lump sum bid item. The Schedule of Values shall be a schedule of cost loaded construction activities equal, in total, to the lump sum bid and shall be in such form and sufficient detail to correctly represent a reasonable apportionment of the lump sum. Prior to submitting an invoice for payment, the CONTRACTOR shall have submitted a detailed Schedule of Values and obtained approval from the ENGINEER.

B. Each lump sum bid item on the Schedule of Work and Prices, as set forth in the Bid must be broken down separately. The breakdown of each lump sum bid item must cover the cost of construction required by the contract documents for that item. The sum of the values for the construction activities, within a bid item, must equal the total bid amount for that item. The breakdown shall include subcontract amounts which shall not deviate from the amounts submitted in the Bid Proposal. The CONTRACTOR shall provide certification from the Subcontractors certifying the subcontract amounts.

C. Each activity in the Schedule of Values shall delineate one construction activity.

For example, the placement of concrete between construction joints, the construction of an electrical duct bank or pipeline between points A & B. The costing for each activity should include all costs for the labor and materials or equipment required to complete the activity. For example, concrete construction activities should include all costs for the forming, placing of reinforcement, placing concrete and curing. The cost for pipeline construction activities should include materials, equipment and installation including pipeline supports or thrust blocks. The excavation and backfill for a pipeline or structure may be separate activities. The Contract Price breakdown shall include the itemized costs for the plant establishment and any maintenance services to be performed before the final project acceptance is made. No non-construction activity shall be cost loaded.

D. The CONTRACTOR shall use cost loaded construction activities from the Construction Schedule as a Schedule of Values. Each construction activity shall be encoded to its bid item and a sort provided for each bid item totaling the cost loaded amount. The total of the Cost Loaded amounts for each bid item shall equal the amount bid for that item. The total of the Schedule of Values shall equal the current Contract value at all times. At any time during the progress of the Work of the Contract the INSPECTOR reserves the right to review the cost loading of the Schedules of Values and direct necessary revisions. When requested by the INSPECTOR, the CONTRACTOR shall provide all information necessary to substantiate the cost loading.

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E. Attached are samples of the Schedule of Values. The City will provide project specific Schedule of Values for the CONTRACTOR to use throughout the project at the Preconstruction Meeting. The Schedule of Values must be used by the CONTRATRACTOR at the time of each progress payment.

END OF SECTION
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CONSTRUCTION SCHEDULE 01321-1
SECTION 01321 CONSTRUCTION SCHEDULE

1. THE REQUIREMENT
A. It is expressly understood and agreed that the time of beginning, the rate of progress, and the time of completion of the Work are of the essence of this Contract.

B. The CONTRACTOR’S representative in charge of scheduling is required to attend all meetings pertaining to scheduling and progress of the Work.

C. The CONTRACTOR shall submit to the ENGINEER 3 hard copies and the electronic file of the CONTRACTOR'S Construction Schedule (the schedule) at the time of the preconstruction meeting. The schedule shall be either a Critical Path Method (CPM) Network or a detailed Bar Chart with the critical path clearly shown. If the CPM network option is used, then Primavera Project Management or Microsoft Project shall be the scheduling software. If a detail Bar Chart is used, Microsoft Excel shall be the software utilized. The schedule shall include the following:

1. Activity ID,

2. Activity Description,

3. Start date for each activity,

4. Finish date for each activity,

5. Original duration,

6. Predecessor,

7. Successor,

8. Percent Complete,

9. Remaining Days.

A minimum of seven (7) calendar days for review of each schedule. Schedule activities shall be of sufficient detail to assure adequate planning has been done for proper execution of the Work and such that, in the sole judgement of the ENGINEER, it provides an appropriate basis for monitoring progress. The schedule shall begin with the date of issuance of the Notice to Proceed and conclude with the date of Final Completion shown in the Contract. Submittal and approval of the schedule in accordance with the requirements of this Section is a condition precedent to the issuance of any payments under this Contract. Once the schedule is approved it will become the baseline schedule and must be shown and compared on all subsequent schedule submittals.

D. Float, slack time, or contingency within the schedule (i.e., the difference in time between the project's early completion date and the required Contract Completion date), and total float within the schedule, is not for the exclusive use of either the CITY or the CONTRACTOR, but is a jointly owned expiring resource available to and shared by both parties. Pursuant to this float sharing requirement, use of Redlands Regular Meeting of 09-02-25 630 of 1096
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float suppression techniques shall be cause for rejection of the schedule and any revisions or updates.

E. Time extensions shall not be granted nor delay damages paid until a delay occurs which is beyond the control and without the fault or negligence of the CONTRACTOR and its Subcontractors or Suppliers, at any tier, and which extends actual performance of the Work beyond the current Contract completion date and the completion date projected by the current, approved, updated schedule. If the delay occurs along a path, which the current approved Construction Schedule update projects late completion prior to addition of any CITY caused delay, then the time extension allowed will be only for the additional delay demonstrated by the approved Time Impact Analysis. Time extensions shall be granted only if they are clearly demonstrated by the CONTRACTOR through the submittal, within seven (7) calendar days after the delay occurs, of a Time Impact Analysis which demonstrates the estimated impact on the end date of the Work; is based upon the updated Construction Schedule current as of the month the delay occurred; and demonstrates that the delay cannot be mitigated, offset, or eliminated through such actions as revising the intended sequence of Work or other means.

If a time extension if granted by the CITY, the updated schedule reflecting the change shall become the baseline and be reflected schedule and must be shown and compared on all subsequent schedule submittals.

Since float time within the Construction Schedule is jointly owned, it is acknowledged that CITY caused delays on the project may be offset by CITY caused time savings (e.g. critical path submittals returned in less time than allowed by the Contract or approval of substitution requests which result in a savings of time to the CONTRACTOR). In such an event, the CONTRACTOR shall not be entitled to receive a time extension or delay damages until all CITY caused time savings are exceeded and the Contract completion date is also exceeded.

F. If the initial schedule submitted shows completion of Work more than thirty (30) calendar days in advance of the Contract completion date, the ENGINEER may, at no cost to the CITY, decrease the Contract duration by issuance of a Change Order which changes appropriate Milestone Date(s) and the Contract completion date to the completion date reflected on the schedule. Any approved schedule, revision, or update having an early completion date shall show the time between the early completion date and the Contract completion date as "project float".

G. Comments made by the ENGINEER on the schedule during review will not relieve the CONTRACTOR from compliance with all requirements of the Contract. The ENGINEER may request that the CONTRACTOR and all major Subcontractors (defined herein as being any Subcontractor, Sub-Subcontractor, or Supplier with five (5) percent or more of the value of the Contract) participate in Redlands Regular Meeting of 09-02-25 631 of 1096
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review of any schedule submission. All revisions shall be submitted within seven (7) calendar days after the ENGINEER’S review.

H. Two copies of an updated schedule shall be submitted to the ENGINEER for approval with the submittal of each CONTRACTOR'S monthly payment request or the monthly payment request will be withheld. For those activities started but not yet completed at the time of submittal, the updated schedule shall reflect the percentage complete, as agreed between the CONTRACTOR and the INSPECTOR, and an estimate of the remaining duration. The monthly update of the schedule shall include an updated bar chart with logic arrows or network diagram and include the same additional data as required by Section 1.C. If the CPM network option is used, the schedule shall be calculated using remaining durations and the progress override option. The monthly update shall also include a complete, hard copy list of all the changes made from the previously approved submittal. If the schedule is done using Primavera, use a Claim Digger report for the list of changes.

I. The submittal of an updated schedule which meets the requirements of this Section, accurately reflects the status of the Work (for all previously accepted activities), and incorporates all approved changes into the schedule, shall be a condition precedent to the processing of the monthly payment application. (Actual and/or forecast dates for status of additional submittal cycles shall be added without the prior approval of the Engineer.) Updated schedules shall also be submitted at such other times as the ENGINEER may direct. Upon approval of a Change Order or issuance of a notice to proceed with a change, the approved change shall be reflected in the next schedule update.

J. If completion of any part of the Work, delivery of equipment or materials, or submittal of CONTRACTOR submittals is behind schedule and will impact the end date of the Work, the CONTRACTOR shall submit a written recovery plan acceptable to the ENGINEER for completing the Work by the current Contract completion date, if requested by the ENGINEER.

K. As a condition precedent to the release of any retained funds, the CONTRACTOR shall, after substantial completion of the Work has been achieved, submit a certified, final schedule which accurately reflects the manner in which the project was constructed and includes actual start and completion dates for all activities on the schedule.

END OF SECTION
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CONSTRUCTION PROGRESS PHOTOGRAPHY 01322-1
SECTION 01322 CONSTRUCTION PROGRESS PHOTOGRAPHY

1.1 GENERAL
A. Required: Provide photographs taken at the Jobsite at the specified stages of Contracted Work in accordance with provisions of this Section.

1. The Contractor shall provide the City with photos with addresses identifying each property location, the direction the photograph was taken (facing North, South etc).

2. Take first photographs just before CONTRACTOR starts any work operations at the Jobsite.

3. Take final photographs when all Contracted Work has been completed, regardless of time interval since previous photographs were taken.

1.2 SUBMITTALS
Except as otherwise directed by the ENGINEER, submit all photographs electronically on a CD/DVD organized by phase of construction and location.

1.3 QUALITY ASSURANCE
Photographs and prints to be of professional quality; clear, in focus, with high resolution and sharpness, and with minimum distortion.

END OF SECTION
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CONSTRUCTION STATUS REPORTS 01323-1
SECTION 01323 CONSTRUCTION STATUS REPORTS

1.1 REQUIREMENTS
A. Daily Status Report
The Contractor shall complete a daily report indicating manpower, major equipment, subcontractors, unusual occurrences and etc., involved in the performance of the work. The daily report shall be completed on forms prepared by the Contractor and approved by the City and shall be submitted to the Project Manager at the conclusion of each work week.

The Contractor shall also have workers on the project sign in and out each day on the City of Redlands Daily Sign In Sheet which shall state the name, times in and out and the work performed by each worker on the project each day. The completed Daily Sign In Sheets shall be submitted to the City of Redlands Project Manager at the end of each work week. Failure to submit daily reports and daily sign in sheets to the Project Manager on a weekly basis will result in a possible and temporary suspension of work until reports are submitted.

B. Weekly Status Report
During the construction phase of the Work, the CONTRACTOR shall submit weekly written status reports to the ENGINEER and the INSPECTOR. The report shall contain a record of inspections and tests, not performed by CITY forces, for all Work accomplished subsequent to the previous report and shall include the following information:

1. Type of work under way during the time frame of the report (e.g., earthwork, concrete work, structural steel erection, equipment manufacturing, component installation).

2. Inspections and tests, and location of inspections and tests that were made.

3. Results of inspections.

4. Reports of tests performed, including those specified, with the results of the tests, and acceptance criteria, including failures and remedial action to be taken. Test results, including all computations, shall be attached to the report form. Where test results cannot be completed by the time the report is submitted, a notation shall be made that the test was performed, including the approximate expected date that test results will be reported.

5. Report of any nonconforming items/activities. Nonconformance report forms designed solely for this purpose shall be utilized.

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6. Results of inspections of material and equipment done upon their arrival at the Jobsite and prior to their incorporation into the Work. This includes, but is not limited to, compliance with approved submittals, damage, and proper storage requirements.

7. Offsite quality control activities.

8. Instructions received from the ENGINEER or INSPECTOR.

9. In all cases, the report must be verified and signed by the CONTRACTOR'S representative. The verification is to contain the statement that all supplies and materials incorporated in the Work are in compliance with the terms of the Contract except where noted.

C. 3 Week Look Ahead Schedule
During the construction phase of the Work, the CONTRACTOR shall submit 3 Week Look Ahead reports to the ENGINEER at the weekly progress meetings or as directed by the ENGINEER. The report shall include the following information:

1. Type of work under way during the time frame of the report (e.g., earthwork, concrete work, structural steel erection, equipment manufacturing, component installation).

D. Miscellaneous Submittals
CONTRACTOR shall prepare a Daily Construction Report recording the following information concerning events at the job-site and submit original copies to the ENGINEER at weekly intervals for approval:

1. List of Subcontractors and Sub-Subcontractors at the site, types of works and job location.

2. Count of CONTRACTOR’S personnel at the site, name, type of work, hours completed and job location.

3. Construction equipments at the site.

4. High and low temperatures, general weather conditions.

END OF SECTION
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SUBMITTALS 01330-1
SECTION 01330 SUBMITTALS

1.1 THE REQUIREMENT
A. The CONTRACTOR shall furnish a schedule and list of all required submittals to the ENGINEER, including required submittals by all Subcontractors.

B. Wherever called for in these Specifications or on the plans, or where required by the ENGINEER, the CONTRACTOR shall furnish to the ENGINEER for review, two (2) hard copies and one electronic (PDF) copy of each submittal.

The term "submittal" as used herein shall be understood to include detail design calculations, design drawings, shop drawings, fabrication and installation drawings, erection drawings, lists, graphs, operating instructions, catalog sheets, data sheets, samples, and similar items. Unless otherwise required, said submittals shall be submitted to the ENGINEER at a time sufficiently early to allow review of same by the ENGINEER and to accommodate the rate of Construction Progress required under the Contract without delaying the Contract Work and with due regard for the possibility of resubmittals. All submittals shall be in English.

C. All design or shop drawings or other submittals shall be accompanied by a transmittal form for each submittal. Any submittal not accompanied by such a form may be returned, at the ENGINEER'S discretion, for resubmittal.

D. Normally, a separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of a submittal of various items using a single transmittal form will be permitted only when the items taken together constitute a manufacturer's "package" or are so functionally related that expediency indicates a review of the group or package as a whole. A multiple-page submittal shall be collated into sets, and each set shall be stapled or bound, as appropriate, prior to transmittal to the ENGINEER.

E. Shop Drawings shall show in detail the size, sections, and dimensions of all the member(s); the arrangement and construction of all connections and joints; all holes, straps, and other fittings required for attaching work and other pertinent details. When required, engineering computations shall be submitted. The CONTRACTOR shall be responsible for delivering reviewed copies of shop Drawings to all others whose work is dependent thereon. The CONTRACTOR shall maintain at the site of the Project, at all times, a complete file of approved Shop Drawings and manufacturers' data for this Project.

F. Except as may otherwise be provided herein, the ENGINEER will return prints of each submittal to the CONTRACTOR, with its comments noted thereon, within twenty (20) calendar days following their receipt by the ENGINEER. It is considered reasonable that the CONTRACTOR shall make a complete and acceptable submittal to the ENGINEER by the second submission of a submittal Redlands Regular Meeting of 09-02-25 638 of 1096
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item. The CITY reserves the right to withhold moneys due the CONTRACTOR to cover additional costs of the ENGINEER'S review beyond the second submittal. Submittal will be returned to the CONTRACTOR with one of four (4) markings:

1. If a submittal is returned to the Contractor marked "NO EXCEPTIONS," formal revision and resubmission of said submittal will not be required.

2. If a submittal is returned to the Contractor marked "EXCEPTIONS NOTED," formal revision and resubmission of said submittal will not be required, unless specifically requested.

3. If a submittal is returned to the Contractor marked "RETURNED FOR CORRECTION," the Contractor shall revise said submittal and shall resubmit the originally required number of copies of said revised submittal to the Engineer.

4. If a submittal is returned to the Contractor marked "NOT ACCEPTABLE," the Contractor shall revise said submittal and shall resubmit the originally required number of copies of said revised submittal to the Engineer.

G. All Work for which Shop Drawings are required shall be performed in accordance with the reviewed and approved copies. Fabrication of an item shall not commence before the ENGINEER has reviewed the pertinent submittal and returned the copies to the CONTRACTOR marked either "NO EXCEPTIONS TAKEN," or "MAKE CORRECTIONS NOTED“. Revisions indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as the basis for claims for extra work.

H. All CONTRACTOR submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR prior to submission to the ENGINEER.

Each submittal shall be dated, signed, and certified by the CONTRACTOR as being correct and in strict conformance with the Contract Documents. No consideration for review by the ENGINEER of any CONTRACTOR’S submittal will be made for any items which have not been so certified by the CONTRACTOR. All noncertified submittals will be returned to the CONTRACTOR without action taken by the ENGINEER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR.

I. Should the Shop Drawings or manufacturers data (for submittals required by the Standard Specifications or the specifications) show variations from the Contract requirements, the CONTRACTOR shall make specific mention of such variations in the letter of transmittal, in order that, if acceptable, suitable action may be taken for proper adjustment of the Contract; otherwise the Redlands Regular Meeting of 09-02-25 639 of 1096
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CONTRACTOR will not be relieved of the responsibility for executing the work in accordance with the Contract Documents, and the approved submittals.

J. The ENGINEER’S review of CONTRACTOR’S submittal shall not relieve the CONTRACTOR of the entire responsibility for the correctness of details and dimensions and conformance to the Specifications. The CONTRACTOR shall assume all responsibility and risk for any misfits due to any errors in the submittal. Any fabrication or other work performed in advance of the receipt of accepted submittals shall be entirely at the CONTRACTOR’S risk and expense.

The CONTRACTOR shall be responsible for the dimensions and the design of adequate connections and details.

K. CONTRACTOR’S Coordination:

1. ENGINEER will return and will not review unrelated submittals.

2. The CONTRACTOR may be required to provide drawings, setting diagrams and similar information necessary for proper coordination of Contracted Work. Such data shall remain between the CONTRACTOR and CONTRACTOR’S Subcontractor and will not be reviewed by the ENGINEER unless specifically called for in the Contract Documents.

3. ENGINEER will not review any required Structural Shop Drawings, Structural Calculations, etc., not prepared or signed by a State of California licensed ENGINEER.

4. ENGINEER will return and will not review any submittal requiring coordination with other submittals until such other submittals or required information is received by the Consultant or ENGINEER.

L. CONTRACTOR’S Submittals: CONTRACTOR’S submittals required for performance of Contracted Work, shall include, but are not limited to, the following:

1. Schedule of Values for all Lump Sum items within the Proposal.

2. Construction Schedule and Notification to ENGINEER of completion of each milestone or percentage increment of the Work as required.

3. Submittal Schedule

4. Daily Construction Reports

5. Shop Drawings and Structural Calculations.

6. Manufacturer’s Data and Specifications.

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7. Samples

8. Templates

9. Certificate of Compliance

10. Construction Photographs

11. Substitutions

12. Record Drawings and Record Project Manual

13. Operation & Maintenance Manuals

14. Stock Materials, Spare parts, tools

15. Material Testing Results

16. Maintenance Logs and Maintenance Schedule.

M. CONTRACTOR shall conform to the provisions of the Contract Document and as may be specifically directed by the ENGINEER.

1. Preparation and processing of submittals shall be coordinated with Contracted Work operations, which include fabrication, purchasing and delivery of work items so as not to delay Contracted Work operations.

2. In each copy of the Submittal, mark every applicable material, product, equipment, manufacturer’s data, product information, color samples, rating or values, part and model numbers, etc. by red color circle. Each of the submittal items must be clearly distinguishable from other unrelated or similar items listed in the Manufacturer’s Catalog or Technical Specifications, Manuals, etc.

N. Coordination and Submittals:

1. Carefully review and coordinate all aspects of each item being submitted.

2. Carefully review contract drawings and technical sections, verify all work as laid out or indicated meeting the applicable codes and standards.

3. Ensure ample time for reviewing and processing of the submittals by the CITY or other authorized agencies, delays resulting from improper and untimely submittals shall be the responsibility of the CONTRACTOR.

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4. Verify that all such submittal items conform to the Project Manual requirements noted in the Technical Sections.

5. Verify all site conditions and provide all required dimensions and measurements in Shop Drawings.

6. Where necessary, review the CITY’S comments, make changes and resubmit to local governing agencies for approval. Furnish the ENGINEER copies of the approved plans or drawings for review.

O. CONTRACTOR shall affix to each submittal, the CONTRACTOR’S signature certifying that required coordination has been performed and include on an attached label for processing and recording action taken, noting the following:

1. Name of the Project

2. Date of the Submittal

3. Name and address of Consultant

4. Name and address of the CONTRACTOR

5. Name and address of the Subcontractor(s)

6. Name and address of the Supplier

7. Name and address of the Manufacturer

8. Reference to Specification Section Number and Title

9. Reference to Drawing Sheet Number and detail(s)

10. Submittal Number

11. Priority Number and expected return date.

END OF SECTION
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WATER POLLUTION CONTROL PROGRAM 01572-1
SECTION 01572 EROSION CONTROL PLAN
Contractor shall comply with all laws, codes, ordinances and requirements of governing agencies regarding the discharge of pollutants, air and water pollution control and any other requirements for this project. Within 5 days of the Notice to Proceed, Contractor shall submit two (2) hardcopies of the draft Erosion Control Plan to the City for review. Any corrections or changes shall be made to the Erosion Control Plan, approved by the Engineer and implemented prior to any construction work on this project. The plan shall be updated as necessary or required for compliance purposes.

Payment for work on this item shall be made as a percentage of work completed at each monthly payment. All work under this item shall be as shown on the approved drawing accepted by the City prior to any work on the project. The Contractor shall have all work installed and inspected by the City prior to any work on the project.

Full compensation for this item shall be in accordance with all state and federal NPDES rules, regulations, requirements and laws and shall constitute all work for providing, installing, maintaining and removing all work as required for all excavations, earthwork, grading, grinding, paving, concrete, runoff containment, and any other work performed within the project boundaries.

END OF SECTION
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CONSTRUCTION INFORMATION SIGNS 01581-1

SECTION 01581 CONSTRUCTION INFORMATION SIGNS

1.1 THE REQUIREMENT
The City shall provide the Contractor with all required construction information signs for the project. The signs shall be installed at the locations noted in the plans, if included, or as otherwise directed by the Engineer. If the project consists of numerous sites, the construction information signs shall be relocated to each site as work progresses. The construction signs shall be installed the same day work commences on any construction site. If the sign is not installed prior to construction work beginning at a subsequent site, the City will install the information signs at the Contractor’s expense.

The installation of each sign shall be the responsibility of the contractor to include mounting posts, hardware and any related incidentals to ensure the sign is placed in a safe and secure manner. For any sign required for multiple site projects, where the sign is frequently relocated and not anticipated to be installed in the ground on posts, the Contractor shall provide a Type III barricade for mounting. The contractor shall obtain approval from the Engineer following installation of the construction information sign. If the signs are installed in the ground with posts, proper vertical clearance shall be provided. The minimum vertical clearance shall be six feet within a parkway area and seven feet within the sidewalk.