Agenda packet, regular meeting — Sierra Madre City Council, April 14, 2026 (part 1 of 2)

CITY OF
SIERRA
MADRE

CITY COUNCIL

REGULAR MEETING
AGENDA
Mayor Kristine Lowe | Mayor Pro Tem Gene Goss
Council Member Edward Garcia | Council Member Kelly Kriebs | Council Member Robert Parkhurst Tuesday, April 14, 2026, 5:30 PM
City Council Chambers, 232 W. Sierra Madre Blvd.

AMERICANS WITH DISABILITIES ACT
Pursuant to the Americans with Disabilities Act, persons with a disability who require a disability related modification or accommodation in order to participate in a meeting, including auxiliary aids or services, may request such modification or accommodation from the City Clerk at (626) 355-7135. Notification 48 hours prior to the meeting will enable the City to make reasonable arrangements to assure accessibility to the meeting.

PUBLIC COMMENT & ACCESS
The Brown Act provides the public with an opportunity to make public comments at any public meeting. As an alternative, public comment may be submitted by e-mail to [email protected] by 3:00PM on the day of the meeting. Emails will be acknowledged at the City Council meeting, filed into public record, and scanned onto the City website for public review.

A copy of the posted agenda and a live video stream of the meeting can be found on the City’s website at sierramadreca.gov , on Foothills Media website at foothillsmedia.org/sierramadre, and broadcast on Government Access Channel 3 (Spectrum).

If you require special assistance to participate in this meeting, please contact the City Clerk’s Office at (626) 355- 7135 at least 48 hours prior to the meeting.

Any and all demonstrations which disrupt, interrupt, or obstruct the City Council’s ability to conduct City business are prohibited. No signs, posters, or other large objects shall be brought into the Council Chambers or other meeting place if doing so would disrupt, disturb, or otherwise impede the orderly course of the meeting.

1. CALL TO ORDER

2. PLEDGE OF ALLEGIANCE AND INSPIRATION

3. ROLL CALL OF CITY COUNCIL MEMBERS
Kristine Lowe, Mayor
Gene Goss, Mayor Pro Tem
Edward Garcia, Council Member
Kelly Kriebs, Council Member
Robert Parkhurst, Council Member

4. REPORT FROM CITY ATTORNEY REGARDING CLOSED SESSION
A. Public Employee Discipline/Dismissal/Release
Pursuant to Government Code 54957
B. Public Employee Discipline/Dismissal/Release
Pursuant to Government Code 54957
C. Conference with Labor Negotiator
Pursuant to Government Code 54957.6
Name of City Negotiator: City Manager
Unrepresented Employee: City Attorney

5. SUPPLEMENTAL INFORMATION FROM CITY CLERK REGARDING AGENDA ITEMS

6. REPORTS FROM MAYOR AND CITY COUNCIL (including reports from City Council related to meetings attended at City expense per AB 1234)

7. REPORTS FROM CITY STAFF

8. PRESENTATIONS
A. Proclamation in Recognition of National Donate Life Month B. Proclamation in Recognition of National Library Week C. Presentation from the Clean Power Alliance on the Power Ready Project

9. PUBLIC COMMENT FOR ITEMS NOT ON THE AGENDA
Any person wishing to speak before the City Council is asked to complete a Speaker Card and provide it to the City Clerk prior to the start of the meeting. Speakers are generally limited to three (3) minutes per person and time may not be delegated; any changes to the allotted time will be announced prior to the Public Comment period.

Under the Brown Act, the City Council is prohibited from discussing or taking action on any item not listed on the posted agenda. Persons with a disability who require a disability related modification or accommodation in order to participate in the meeting, including auxiliary aids or services, may request such modification or accommodation from the City Clerk.

Addressing the City Council from the audience is not permitted; all comments addressing the Council must be made from the podium. Only public comment made from the podium will be recognized by the City Council and entered into public record.

10. CONSENT CALENDAR
All matters listed under the Consent Calendar are considered to be routine and can be acted on by one roll call vote. There will be no separate discussion of these items unless a member of the City Council requests that a specific item be removed from the Consent Calendar for separate discussion and action.

A. City Council Meeting Minutes from March 24, 2026
Recommended Action: Approve
B. Resolution No. 26-28 Approval of Warrants for Payment Recommended Action: Approve
C. Letter of Support Assembly Bill 2215 (Calderon) – Urban Water Management Planning Recommended Action: Approve
D. Memorandum of Understanding with the Sierra Madre Historical Preservation Society Recommended Action: Approve
E. Second Reading of Ordinance No. 1492 Regulating Bingo Recommended Action: Approve
F. Ratification of Administrative Increase to Purchase Order No. 26-00174 with Transtech Engineers, Inc. for Interim Public Works Project Management
Recommended Action: Approve
G. Resolution No. 26-27 Adopting the Equipment Rental Rate Provisions of the Caltrans Labor Surcharge and Equipment Rental Rates Manual for Public Works Cost Recovery Recommended Action: Approve
H. Resolution No. 26-30 Approving a Supplemental Budget Appropriation from the Water Fund Reserve and Award of Construction Contract to General Pump Company, Inc. for the Well No. 4 Rehabilitation Project (Spec. No. W425/26) in an Amount Not to Exceed $1,161,374.50 Recommended Action: Approve

11. DISCUSSION ITEMS
A. Authorization to Initiate a Pilot Program with Uber Transit for Local Transportation Rideshare Services Recommended Action: Approve
B. Report, Discussion, and Direction Regarding Citywide Special Events Policy Recommended Action: Provide Direction
C. Ordinance No. 1491 Amending Chapters 10.04 (DEFINITIONS), 10.08 (TRAFFIC REGULATIONS), and

10.12 (ADMINISTRATION AND ENFORCEMENT) of Title 10 (VEHICLES AND TRAFFIC) and amending Section 12.24.040 (TRAFFIC REGULATIONS) of Chapter 12.24 (PUBLIC PARKS AND RECREATION CENTERS) of Title 12 (STREETS, SIDEWALKS AND PUBLIC PLACES) of the Sierra Madre Municipal Code– to Define and Regulate Electric Mobility Devices
Recommended Action: Approve
D. Resolution No. 26-29 Rescinding Resolution No. 26-16 and Provide Direction on Funding the Downtown Parking Study
Recommended Action: Approve

12. ITEMS FOR FUTURE AGENDAS

13. ADJOURNMENT
The City Council will adjourn to its next regular meeting on April 28, 2026.

Date Posted: April 9, 2026

CITY OF

SIERRA MADRE

CITY COUNCIL

REGULAR MEETING MINUTES
Mayor Kristine Lowe | Mayor Pro Tem Gene Goss
Council Member Edward Garcia | Council Member Kelly Kriebs | Council Member Robert Parkhurst Tuesday, March 24, 2026, 5:30 P.M.

City Council Chambers, 232 W. Sierra Madre Blvd.

If you require special assistance to participate in this meeting, please contact the City Clerk’s Office at (626) 355-7135 at least 48 hours prior to the meeting.

CODE OF CONDUCT
The purpose of a City Council meeting is to conduct City business. Members of the public that behave in a manner that interrupts or obstructs the City Council’s ability to conduct City business may be asked to leave the meeting. Any and all demonstrations which disrupt, interrupt, or obstruct the City Council’s ability to conduct City business are prohibited. No signs, posters, or other large objects shall be brought into the Council Chambers or other meeting place if doing so would disrupt, disturb, or otherwise impede the orderly course of the meeting.

1. CALL TO ORDER
Mayor Lowe called the meeting to order at 5:32 pm.

2. ROLL CALL OF CITY COUNCIL MEMBERS
City Clerk Aguilar called the roll:

Kristine Lowe, Mayor
Gene Goss, Mayor Pro Tem
Edward Garcia, Council Member
Kelly Kriebs, Council Member
Robert Parkhurst, Council Member
Also Present: Michael Bruckner, City Manager
Aleks Giragosian, City Attorney
Laura Aguilar, City Clerk
Leila Regan, Director of Library and Community Services Brian Dickinson, Director of Public Works
Clare Lin, Director of Planning and Community Preservation Gustavo Barrientos, Police Chief
Sophia Conchas, Administrative Analyst

3. PLEDGE OF ALLEGIANCE AND INSPIRATION
Mayor Lowe led the audience in the Pledge of Allegiance. Announced that March 24 is National Achiever’s Day and shared some of the achievements of the City Council Members, as well as the Employee of the Year, Fire Captain Karen Bustillos.

4. REPORT FROM CITY ATTORNEY REGARDING CLOSED SESSION
City Attorney Giragosian reported that the City Council met in Closed Session to discuss the following three items:

A. Conference with Legal Counsel; Initiation of Litigation (Gov. Code Sec. 54956.9(d)(4)) Number of Potential Cases: 1
No reportable action was taken. Council Member Kriebs recused.

B. Conference with Legal Counsel; Existing Litigation (Gov. Code Sec. 54956.9 (d)(1)) The City Council finds, based on the advice from the City Attorney, that discussion in open session will prejudice the position of the City in litigation.

Name of Case: Jeremy Gursey v. Southern California Edison Company, et al (Eaton Fire Litigation)
Name of Parties: City of Sierra Madre & Southern California Edison Company Lead Case No.:

LACSC 25STCV00731
No reportable action was taken. Council Member Kriebs recused.

C. Liability Claim (Gov. Code Sec. 54956.95)
Claimant: Joachim and Christine Kederian
Claim Against: City of Sierra Madre
The City Council voted unanimously to deny the claim.

5. SUPPLEMENTAL INFORMATION FROM CITY CLERK REGARDING AGENDA ITEMS City Clerk Aguilar announced revisions to the following:
• The Posted Agenda did not indicate the name of the City Council Member that would lead us in today’s meeting. Mayor Lowe was next in the rotation. • The posted agenda did not note the adjournment date for the next City Council meeting. At the conclusion of this meeting, the City Council will adjourn to a meeting at this location on April 14, 2026.
• The agenda lists Public Hearing. There is no public hearing this evening. • Lastly, Consent Item 11C: Professional Services Agreement with Rogers, Anderson, Malody & Scott, LLP to Exercise a Two-Year Optional Renewal and Extend the Term through June 30, 2027 in the Amount of $164,800; the draft agreement did not include a provision for auditing Measure W Funds. Measure W is the Safe Clean Water Program through Los Angeles County, funded by a parcel tax of 2.5 cents per square foot of impermeable area. Staff anticipates that this additional audit service will add an additional $12,000 to the contract. Staff are recommending approval with an additional $12,000 to cover the cost of the Measure W audit. Finance Director Wong is available for further information if the City Council has questions.

6. REPORTS FROM MAYOR AND CITY COUNCIL (including reports from City Council related to meetings attended at City expense per AB 1234) Council Member Garcia:

Reported that on March 19 he watched the San Gabriel Valley Council of Governments meeting. A majority of the meeting was spent on discussing Senate Bill 79 that has to deal with re-zoning cities, especially around transit hubs.

Council Member Kriebs:

Reported that she attended the meeting of the Library Board of Trustees meeting. The Library Foundation exceeded their fundraising goal but announced that they are still accepting donations. She completed AB1234 Ethics Training. Asked the record to reflect that she recused herself from two Closed Session items for potential conflict of interest.

Council Member Parkhurst:

Announced that on April 25 native Milk Week planting at Bailey Canyon at 9:30 am. Lisa Novak, planting expert, will give a talk at 10:30 am.

NRC is working on Open Space Grant to help fix open irrigation lines as part of fire recovery.

Reported that he attended March 19 CPA Executive Board meeting. They proposed to move to a two-year budgeting process. They are also looking at revising the Power Ready Program.

Mayor Pro Tem Goss:

Reported that on March 12 participated in a meeting with President of SGVCOG regarding wildlife and bears.

Mayor Lowe:

Reported that on March 16 she, along with City Attorney and Assistant City Manager attended a meeting with EPA. The goal was to discover any permitting barriers.

March 19 attended Planning Commission meeting. The discussion centered on ADUs

7. REPORTS FROM CITY STAFF
Library and Community Services Director Regan: provided updates on the new Library building and upcoming Grand Opening.

8. PRESENTATIONS
A. Los Angeles County Public Works Flood Control Operations Presented by Los Angeles County Principal Engineers Patrick Holland and Scott Gregowske B. San Gabriel Valley Mosquito and Vector Control District Annual Presentation Presented by John Capoccia and Anais Media Diaz, Director of Communications for San Gabriel Valley Mosquito and Vector Control District

Addressing the City Council from the audience is not permitted; all comments addressing the Council must be made from the podium. Persons with a disability who require disability related modifications or accommodations in order to participate in the meeting, including auxiliary aids or services, may request such modification or accommodation from the City
City Clerk Aguilar announced for the record that the City Clerk’s Office received two (2) emails for items not on the agenda from Sharil Fukuzaki and Jessica Hoa.

Three (3) Speaker Cards were submitted from the following members of the public:

1. Deb Sheridan, Valle Vista: Read a statement from Hastings Ranch residents about truck noise and traffic from the Meadows Project.

2. Sharil Fukuzaki: shared concerns about soil conditions at the Meadows Project.

3. David Gordon, Sierra Madre Playhouse: shared upcoming events.

4. Ann Chesterman: Read a statement from Jessica Hoa
Seeing no one else come forward, Mayor Lowe closed public comment for items not on the agenda.

10. PUBLIC HEARING
Any person wishing to speak before the City Council on a public hearing item is asked to complete a Speaker Card noting the agenda item number and provide it to the City Clerk prior to the start of the public hearing. Separate and apart from the applicant (who may speak longer in the discretion of the City Council) speakers are generally limited to three (3) minutes per person; any changes to the allotted time will be announced prior to the Public Comment period. Under the Brown Act, the City Council is prohibited from discussing or acting on any item not listed on the posted agenda. The applicant may additionally submit rebuttal comments, at the discretion of the City Council.

None.

11. CONSENT CALENDAR
All matters listed under the Consent Calendar are considered to be routine and can be acted on by one vote. There will be no separate discussion of these items unless a member of the City Council requests that a specific item be removed from the Consent Calendar for separate discussion and action.

City Clerk Aguilar presented on the following 13 reports:
a. Regular Meeting Minutes of the March 10, 2026 City Council meeting CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Approve
b. Resolution No. 26-25 Approving Certain Demands for Payment CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Approve
c. Professional Services Agreement with Rogers, Anderson, Malody & Scott, LLP to Exercise a Two-Year Optional Renewal and Extend the Term through June 30, 2027 in the Amount of $164,800
CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Approve
d. Letter of Support for Senate Bill 872 (McNerney) – Climate Change: Funding Priorities
CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Approve
e. Letter of Support for Assembly Bill (AB) 1786 – Best Value Contracting CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Approve
f. Letter of Support for Assembly Bill (AB) 2517 – Fire Hazard Severity Zone Designation Process
CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Approve
g. Contract Extension with King Office Services in the Amount of $4,160 for the Library Meaningful Improvement Project
CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Approve
h. Amendment No. 1 to the Professional Services Agreement with TSK Architects for the Lizzie’s Trail Inn & Richardson House Project
CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment. Recommended Action: Approve
i. Amendment No. 2 to the Professional Services Agreement with TSK Architects for the Library Redesign and Improvement Project
CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Approve
j. Resolution No. 26-26 Approving a Supplemental Budget Appropriation from the FY 2025-26 the Facilities Maintenance Internal Services Fund Reserve and Award of Contract to Eco Energy Solutions, Inc. for the City Hall Complex 150 kW Generator Replacement in the Amount of $330,563.00
CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Approve
k. Award of Construction Contract to All Pro Custom Pools dba AP Engineering in an Amount Not To Exceed $625,313.11 for the Lima Street Water Main Replacement Project
CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Approve
l. Revised West Grand View Avenue Traffic Study, Intersection Control Recommendations, and On-Street Parking Management Plan
CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment. Recommended Action: Approve M. General Plan and Housing Element Annual Progress Reports
m. General Plan and Housing Element Annual Progress Reports CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment. Recommended Action: Receive, File, and Direct Staff to submit Annual Progress Report
At the conclusion of City Clerk Aguilar’s report, the City Council asked staff questions on Consent Items C, D, J, and L.

Through consensus the City Council pulled item L from the Consent Calendar for further discussion.

Mayor Lowe opened the podium for public comment.

Seeing no one else come forward, Mayor Lowe closed Public Comment and brought the matter back to the City Council.

Mayor Lowe asked the Council for a motion.

Council Member Garcia made a motion to approve Consent A-K and M, with an amendment to Consent Item C to include $12,000 for a Measure W audit.

Council Member Kriebs seconded the motion.

Mayor Lowe called for a vote of the Council:

Ayes: Mayor Lowe, Mayor Pro Tem Goss, Council Members Garcia, Kriebs, and Parkhurst
Noes: None.

Absent: None.

Abstain: None.

Consent Items A-K and M were approved by unanimous voice vote.

Mayor Lowe moved on to discuss Consent L
Council Member Parkhurst noted for the record that he lives at the corner of Grandview and Canon. Citing a potential conflict of interest, Council Member Parkhurst recused himself from further discussion and excused himself from Council Chambers.

The remaining Council Members continued discussion of Consent Item L.

City Attorney Giragosian requested a continuance on the four-way stop at Grandview and Canon to further research Design Immunity.

The City Council agreed to the continuance and invited Council Member Parkhurst to return to the meeting for discussion of the other components of the staff report.

Mayor Lowe asked the Council for a motion.

Council Member Garcia made a motion to approve the installation of all-way stop controls at the intersections of Fairview Avenue and Sunnyside Avenue, South Sunnyside Avenue and Mariposa Avenue, and North Michillinda Avenue and West Grandview Avenue; Approve infrastructural safety enhancements at East Grandview Avenue and North Canon Avenue, upgrading the existing painted crosswalk to a highvisibility crosswalk and modernizing the adjacent pedestrian ramps to align with American with Disability (ADA) standards; deny the adoption of the On-Street Parking Management Plan for West Grandview Avenue; and continue discussion of the installation of an all-way stop at East Grandview and Canon to allow the City Attorney to further research Design Immunity.

Mayor Pro Tem Goss seconded the motion.

Mayor Lowe called for a vote of the Council:

Ayes: Mayor Lowe, Mayor Pro Tem Goss, Council Members Garcia, Kriebs, and Parkhurst
Noes: None.

Absent: None.

Abstain: None.

The motion was approved by unanimous voice vote.

12. DISCUSSION ITEM
A. Resolution No. 26-16 Approving a Supplemental Budget Appropriation and Professional Services Agreement with Transpo Group USA, Inc. in the Amount of $49,995 for the Sierra Madre Downtown Parking Study
CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

Recommended Action: Provide Direction
The report was presented by Administrative Analyst Conchas At the conclusion of staff’s report, Mayor Lowe closed Public Comment and brought the matter to the City Council.

Mayor Lowe opened the podium for public comment.

One speaker card was received from:

Ron Brandley, Leonora Moss: suggested adding timed parking in the Kersting Court area, and consideration of parking meters.

Seeing no one else come forward, Mayor Lowe closed Public Comment and brought the matter back to the City Council.

Mayor Pro Tem Goss made a motion to approve Resolution 26-16 and professional services agreement with Transpo Group USA, Inc., and authorize the City Manager to execute all necessary agreements.

Council Member Kriebs seconded the motion.

Mayor Lowe called for a vote of the Council:

Ayes: Mayor Lowe, Mayor Pro Tem Goss, Council Members Garcia, Kriebs, and Parkhurst
Noes: None.

Absent: None.

The motion was passed unanimously.

Council Member Parkhurst requested that Discussion B be presented next.

B. Ordinance No. 1491 Amending Chapters 10.04 (Definitions), 10.08 (Traffic Regulations), and 10.12 (Administration and Enforcement) of Title 10 (Vehicles and Traffic) and Amending Section 12.24.040 (Traffic Regulations) of Chapter

12.24 (Public Parks and Recreation Centers) of Title 12 (Streets, Sidewalks and Public Places) of the Sierra Madre Municipal Code – To include Definitions and Regulations for Electric Mobility Device
The report was presented by Police Chief Barrientos.

At the conclusion of staff’s report, Mayor Lowe closed Public Comment and brought the matter to the City Council.

Mayor Lowe opened the podium for public comment.

City Clerk Aguilar noted for the record that five (5) emails were received for public comment from:

Robert Lewis
Michelle Kim
John Lloyd
Janelle Lloyd
William Wray
One Speaker Card was submitted from:

John Lloyd, E. Laurel Avenue: advocated for bike safety and asked the City Council to recognize that electric bikes are mobility devices. Mr. Lloyd spoke against banning ebikes in the downtown area, but was supportive of a holistic safety program.

Seeing no one else come forward, Mayor Lowe closed Public Comment and brought the matter back to the City Council for further discussion.

Council Member Parkhurst made a motion to approve first reading of Ordinance 1491 Council Member Garcia seconded the motion.

Mayor Lowe called for a vote of the Council:

Ayes: Mayor Lowe, Mayor Pro Tem Goss, Council Members Garcia, Kriebs, and Parkhurst
Noes: None.

Absent: None.

C. Ordinance No. 1492 Adding Chapter 5.24 to Title 5 of the Sierra Madre Municipal Code Authorizing and Regulating Bingo CEQA: The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment. Recommended Action: Approve
Director Regan presented the report to the City Council.

At the conclusion of staff’s report, Mayor Lowe closed Public Comment and brought the matter to the City Council.

Mayor Lowe opened the podium for public comment
Seeing no one come forward, Mayor Lowe closed Public Comment and brought the matter back to the City Council for further discussion.

Mayor Lowe called for a vote of the Council:

Ayes: Mayor Lowe, Mayor Pro Tem Goss, Council Members Garcia, Kriebs, and Parkhurst
Noes: None.

Absent: None.

Abstain: None.

13. ITEMS FOR FUTURE AGENDAS
• Parkhurst – Update on Circulation Element
• Lowe – Returning Yucca Trail Rail and Timber Structure to Los Angeles County • Lowe – Boards and Commissions Attendance Policy

14. ADJOURNMENT
The meeting was adjourned at 9:38 pm to a Regular City Council meeting scheduled for April 14, 2026.

Minutes taken and typed by: Minutes Approved by Council Action:
________________________ _____________________________
Laura Aguilar Kristine Lowe
City Clerk Mayor

CITY OF
SIERRA
MADRE

STAFF REPORT

FINANCE
DATE: April 14, 2026
TO: Honorable Mayor and City Council
FROM: Harry Wong, Finance Director
By: William Zaragoza, Accounting Technician
SUBJECT: Resolution No. 26-28 Approval of Warrants for Payment

RECOMMENDATION
It is recommended that the City Council adopt Resolution No. 2026-28 and approve payment for the following:

1. Outstanding Obligated City Warrants: $407,863.65

2. Outstanding Obligated Sierra Madre Library Warrants: $1,487.01

3. Payroll Transfer: $585,349.86

SUMMARY
The City Council is requested to ratify warrants and approve checks issued for payment, as certified by the Director of Finance. These payments have been reviewed for compliance with the City’s approved budget, financial policies, and authorized spending limits. Ratification by the City Council formally authorizes the disbursement of public funds, ensuring transparency, accountability, and adherence to sound fiscal management practices.

DISCUSSION & ANALYSIS
The Warrant Register provides an aggregated breakdown of the warrants, including descriptions (e.g. categories of payments), amounts, and corresponding fiscal year allocations. Note that the last page serves as a reference document to support the warrant approvals requested in this report, ensuring transparency and accountability in financial transactions. The attachment includes details on general warrants, utility bills, library warrants, and payroll transfers.

The Check Approval Register provides a comprehensive record of financial disbursements by the City of Sierra Madre, detailing payment transactions, vendor information, and check dates to ensure transparency and accountability. Additionally, the Payroll Summary Register outlines payroll disbursements, including total earnings, employer expenses, and overall payroll costs for each pay period. The total payroll expenditure for the most recent pay period (PR #06) for Date 3/26/26:

Total Earnings (Salaries) @ $428,487.73 plus Total Employer Expenses for Benefits @ $156,862.13 = Total @ $585,349.86,
This aligns with the payroll transfer amount listed in the attachment. These records collectively support the accuracy and legitimacy of the financial transactions presented for approval.

STRATEGIC PLAN RELATIONSHIP
None.

ENVIRONMENTAL ANALYSIS
The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

FISCAL IMPACT
There is no fiscal impact as a result of the recommended action.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments

1. Resolution 26-28 4.16.26.pdf

2. Register 25 - 26.pdf

3. Warrant Register 26-28 4.14.26.pdf
RESOLUTION NUMBER 26-28

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SIERRA MADRE

APPROVING CERTAIN DEMANDS
WHEREAS, Government Code sections 37208-37209 authorize the City Council to ratify and approve warrants or checks drawn in payment of demands certified or approved by the Director of Finance as conforming to the budget; and, WHEREAS, the following demands have been reviewed and approved by the Finance Director; and,
WHEREAS, the Finance Director has verified that appropriated funds are available for payment thereof; and,
WHEREAS, the register of audited demands has been submitted to the City Council for approval; and
WHEREAS, City Warrants are the payment of bills, invoices and contractual obligations incurred by the City of Sierra Madre during the period enumerated therein, based on the approved fiscal year budget and existing budgetary authority, Municipal Code authority, or prior policy direction by the City Council; and WHEREAS, Payroll Transfer is the transfer of funds to cover the payroll costs for all City employees for the period enumerated therein.

NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Sierra Madre does hereby approve payment of City Warrants in the aggregate amount of $407,863.65; Sierra Madre Library Warrants in the aggregate amount of $1,487.01; and Payroll Transfer in the aggregate amount of $585,349.86 for the fiscal year ending June 30, 2026.

APPROVED AND ADOPTED this 14th day of April 2026.
_____________________________________
Mayor, City of Sierra Madre, California
I hereby certify that the foregoing Resolution Number 26-28 was adopted by the City Council of the City of Sierra Madre at a regular meeting held on the 14th day of April 2026.

AYES:

NOES:

ABSTAIN:

ABSENT:
_____________________________________
City Clerk, City of Sierra Madre, California
City of Sierra Madre
Department of Finance
Warrant Register Recap
City Council Meeting of April 14, 2026

CITY OF SIERRA MADRE AND SIERRA MADRE LIBRARY
City of Sierra Madre Warrants …..……….………….…….……....………….…$407,863.65 Sierra Madre Library Warrants……...…..……..…………...……………….......….$1,487.01 Payroll Transfer……..…..............………..……………………………………….$585,349.86 Warrant Register Post Date 4/14/26 Attachment 1A
Fiscal Year Description Amount Page #
FY25/26 General Warrants $325,608.81 1-4
FY25/26 General Manual Warrant $67,509.19 5-8
FY25/26 General Utility Bills $9,091.02 9
FY25/26 General Manual Utility Bills $5,654.63 10-11
Total $407,863.65
FY25/26 Library Warrant $930.36 12
FY25/26 Library Manual Warrant $556.65 13
Total $1,487.01
Pay Date:
3/26/2026 Payroll #06 $585,349.86 14
From: City of Sierra Madre-General Acct.

To: City of Sierra Madre-Payroll Acct.

Total $585,349.86
4/6/2026 1:02:34 PM Page 1 of 6
Check Approval Register
City of Sierra Madre, CA
APPKT08605 - GEN 4/14/26 Check Date: 04/02/2026
01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
VEN04392 2 HOT UNIFORMS, INC 94.61
APBWEST Check 97858 FD - UNIFORMS
ff948d4b-aa7d-4260-9725-b42000f29cf4
10000.61000.53303 94.61
VEN03814 AIR SOURCE INDUSTRIES 93.15
APBWEST Check 00980233 OXYGEN
231cedfb-0469-459f-b4c7-b42000f6769d
10000.64000.53300 93.15
VEN04612 ALIGNMENT HEALTH PLAN 470.62
APBWEST Check INV043791 EMS REFUND RE: 180569
fc634efd-44db-4568-b15a-b42000d7a027
10000.64000.47029 470.62
VEN03454 AMAZON CAPITAL SERVICES 2,229.65
APBWEST Check 17NC-9D4K-4GP1 MISC SUPPLIES 3/2/26 - 3/15/26 403b7fc0-55a5-4def-accb-b42000d66b2b
60003.30000.53103 91.48
19DX-CXQK-1WPP MISC SUPPLIES 3/2/26 - 3/15/26
22145c53-12b0-4d96-8e34-b42000d4a976
10000.61000.53100 44.05
10000.61000.53300 990.47
19W1-KJWK-TPDF MISC SUPPLIES CREDIT
2a8a6e11-6a4b-4b55-ab42-b42000d57335
10000.61000.53100 -26.17
1FV7-JD4H-1VFK MISC SUPPLIES 3/2/26 - 3/15/26
d6108cec-7b09-489e-8d20-b42000d62b0a
60003.30000.53103 1,129.82
1552 ARNOLD'S FRONTIER HARDWARE - Fire 85.01
APBWEST Check 118628 MISC. SUPPLIES
2b87e788-be0e-4860-ac39-b42000d77c37
10000.61000.53204 8.83
118695 MISC. SUPPLIES
8e51bb60-0dd1-43f1-a8b4-b42000d75dcb
10000.61000.53204 29.82
118793 MISC. SUPPLIES
9cf9a593-51fd-4804-983f-b42000d6fae6
10000.61000.53204 22.08
118794 MISC. SUPPLIES
cfcaf806-2cf4-4cde-a31c-b42000d73ce2
10000.61000.53204 24.28
1553 ARNOLD'S FRONTIER HARDWARE - Police 4.41
APBWEST Check 118769 MISC. SUPPLIES
1ef343b4-b898-41f1-8bde-b42000d69b53
10000.50000.53204 4.41
0122 ARNOLD'S FRONTIER HARDWARE - PW 318.61
APBWEST Check 118659 FY 25/26 WATER DEPT. MAINTENANCE SUPPLIES 82018365-7d3e-4be6-bcc4-b4200116ba60
71000.81100.53200 37.15
118671 FY 25/26 MAINTENANCE SUPPLIES
0951cb73-e831-48aa-913e-b4200116ba36
60001.83200.53200 16.55
118713 FY 25/26 MAINTENANCE SUPPLIES
10deff8b-5bec-4856-b9d6-b4200116b9f9
60001.83200.53200 137.10
118724 FY 25/26 MAINTENANCE SUPPLIES
b035c43c-6c3e-449a-95de-b4200116b97a
60001.83200.53200 67.01
118727 FY 25/26 STREET DEPT. MAINTENANCE SUPPLIES
a94f60aa-28f2-4a44-a3c7-b4200116ba81
10000.83500.53206 27.05
118733 FY 25/26 MAINTENANCE SUPPLIES
1687427b-d710-43ae-be1c-b4200116ba79
60001.83200.53200 27.61
118739 FY 25/26 MAINTENANCE SUPPLIES
92cf8095-969e-48b2-903f-b4200116ba7c
60001.83200.53200 2.41
118771 FY 25/26 MAINTENANCE SUPPLIES
3ed16633-f182-4215-a503-b4200116ba6a
60001.83200.53200 3.73
VEN02012 BETTER IMPACT 2,721.00
APBWEST Check 002358 1/1/26 - 12/31/26 IMPACT PACKAGE
8294adfa-c7ab-4b2c-bbb1-b42000d824ae
60007.70100.53409 2,721.00
VEN04591 BUTTERFLY NETWORK 5,030.37
APBWEST Check INV-BF-247577 FD Purchase of handheld Point-of-Care Ultrasound 4c5a6607-c185-4b3f-8d44-b4200116ba56
36002.00000.49002 5,030.37
1726 CDPH-OCP 25.00
APBWEST Check 209787 MW 2026 2026 ANNUAL REGISTRATION FEE 4361d003-23f8-44fb-bd1f-b42000f6b795
10000.64000.52302 25.00
1727 CHRIS CIMINO 740.11
APBWEST Check MAY2026 MAY 2026 FETIREE HEALTH INSURANCE 0b226d9a-19d5-428a-a432-b42000da0703
60007.70100.51302 740.11
0169 CITY ELECTRIC SUPPLY 64.58
APBWEST Check PDA/032031 MISC. SUPPLIES
cc6ef9b4-fd41-4a4f-afe1-b42000d91e6f
60001.83200.53200 64.58
1087 CITY OF ARCADIA 25,000.00
APBWEST Check IN00645 FY 25/26 WATER WHEELING AGREEMENT FEES 35535eb6-45a8-4408-ab0c-b4200116b989
71000.81100.52001 12,500.00
71000.81100.52401 12,500.00
VEN04099 CIVICPLUS LLC 900.00
APBWEST Check 361658 2/1/26 - 1/31/27 ONLINE CODE HOSTING fefc5b28-eb79-4e7f-a881-b42000d8c89f
10000.12000.52204 900.00
VEN04572 CLAUDEDAWSONAMES PROFESSIONAL CORP 19,200.00
APBWEST Check ARB-240183.1 CLAUDE DAWSON AMES PROFESSIONAL CORPORATION 8e2df7c7-7453-4c5b-936d-b4200116ba1f
60007.70100.52201 19,200.00
0171 CLINICAL LABORATORY OF SAN BERNARDINO, INC. 2,502.50 APBWEST Check 2600435-SIE01 2/3/26 2/24/26 WATER TREATMENT TESTING 68122bb0-38d5-45dc-9d6e-b4200116b9d0
71000.81100.52200 2,502.50
1121 COLANTUONO, HIGHSMITH & WHATLEY, PC 41,932.88
APBWEST Check 69696 FEB 2026 LEGAL SRVCS-RETAINER: GENERAL ADVICE c2f90974-1d87-434a-860d-b4200116ba0b
10000.21000.52201 8,820.00
71000.81100.52201 1,890.00
72000.32000.52201 1,890.00
69697 FEB 2026 LEGAL SRVCS: CITY CLERK
b289574e-53ba-4434-9191-b42000c57abc
10000.21000.52201 1,643.00
69698 FEB 2026 LEGAL SRVCS: LABOR/EMPLOYMENT
e65560bf-8747-46e4-bcbb-b42000c6156b
60007.70100.52201 1,881.50
69699 FEB 2026 LEGAL SRVCS: SPECIAL COUNSEL
cdd18944-55bf-440f-b759-b42000c6505e
10000.21000.52201 7,800.38
1 4/6/2026 1:02:34 PM Page 2 of 6
APPKT08605 - GEN 4/14/26 Check Date: 04/02/2026
01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
APBWEST Check 69700 FEB 2026 LEGAL SRVCS: ASSESSMENT & PROP 218 SRV bd80dda3-4a1c-48f8-87db-b42000c68902
32012.83000.52200 768.50
69701 FEB 2026 LEGAL SRVCS: CODE ENFORCEMENT
0c45f00b-4ee4-4dc0-835e-b42000c6ba37
10000.40000.52201 2,544.00
69702 FEB 2026 LEGAL SRVCS: IMPLEMENTATION OF SETTLEM
f0637bc5-8ad5-4bbd-bfc5-b42000c6e661
10000.40000.52201 715.50
69703 FEB 2026 LEGAL SRVCS: MISCELLANEOUS LITIGATION
85db12f9-5f3f-4902-9e5e-b42000c71c77
10000.21000.52201 1,139.50
69704 FEB 2026 LEGAL SRVCS: MATER DOLORSA DEVELOPMENT
5e86f827-4f48-41b2-878e-b42000c75b95
10000.40000.52201 8,708.00
69705 FEB 2026 LEGAL SRVCS: V. SOUTHERN CA. EDISON
7a64b8f7-b980-41bb-b238-b42000c79e4f
10000.21000.52201 1,410.50
69706 FEB 2026 LEGAL SRVCS: ALVERNO CUP REVIEW
6fd466fd-cc98-49b5-a34b-b42000c7fac4
10000.40000.52201 185.50
69707 FEB 2026 LEGAL SRVCS: EATON FIRE RESPONSE
fcb97680-ce12-4de8-a511-b42000c8392e
10000.21000.53998 397.50
69708 FEB 2026 LEGAL SRVCS: ADV. SOUTHERN CA. EDISON
9c3a684a-20cc-4101-9194-b42000c86d9d
10000.21000.52201 2,139.00
VEN04233 COMMLINE INC 19,130.45
APBWEST Check 0506506-IN 8/1/25 - 7/31/26 Dispatch Radio Services dc76e992-e5bd-4a52-9983-b4200116b9ed
10000.50000.52200 7,561.56
0516853-IN Radio Installations
5d3bf9aa-b026-48be-ac2c-b4200116b9f4
10000.50000.52200 4,379.69
0529490-IN Dispatch Radio Annual Contract 8/1/24 - 7/31/25 037dfe58-e256-41c9-8f08-b4200116b9c5
10000.50000.52200 7,189.20
0190 DECCO AWARDS 75.89
APBWEST Check 26-15549 NAME BADGES/SIGN
739d688c-12b6-4ae4-bfbd-b42000dbd852
60002.31100.53102 75.89
VEN03180 DICKS AUTO SUPPLY 208.21
APBWEST Check 236757 FY 25/26 AUTO PARTS
00cc0e65-d172-459b-8dcb-b42000da9215
60000.83100.53208 208.21
VEN01708 EXSTREEM PEST CONTROL 800.00
APBWEST Check 34335 MAR 2026 MONTHLY SERVICE FOR PEST CONTROL b6a6f8aa-b061-47f2-99bf-b4200116b9d9
60001.83200.52200 800.00
VEN01177 EYEMED 34.42
APBWEST Check INV043792 COBRA VISION CONVERAGE - KEVIN MANGA 882706e4-f966-40b2-a28c-b42000dc66ca
60007.00000.21603 34.42
1510 GARVEY EQUIPMENT CO. 375.81
APBWEST Check 173837 MISC. SUPPLIES
2ceb37a4-f6aa-4694-b0e6-b42000dcd6e0
71000.81100.53205 375.81
VEN04608 HOLLY 8,500.00
APBWEST Check TXIZG-JKB-0002 HOLLY CIVIC CALLING CORP
d54507d3-9e0e-41fa-a206-b4200116b9a7
60007.70100.52100 8,500.00
0243 HOSE MAN 14.61
APBWEST Check 00110833 MAINT. SUPPLIES
378b3c77-9fbb-46fe-ab8c-b42000dd2abc
60000.83100.53208 14.61
1044 JESSE TORIBIO 370.06
APBWEST Check MAY2026 MAY 2026 RETIREE HEALTH INSURANCE 9022950b-fb9b-4bc5-a7b7-b42000dd734f
60007.70100.51302 370.06
VEN03424 JOHNSON INVESTIGATIONS 1,300.00
APBWEST Check 2026-02 PD Background Investigations
0a2908c2-f4cf-4955-beee-b4200116ba65
60007.70101.52100 1,300.00
1165 KENNETH BERRY 740.11
APBWEST Check MAY2026 MAY 2026 RETIREE HEALTH INSURANCE b6a9ab4a-5f28-4806-8d11-b42000e58451
60007.70100.51302 740.11
1185 KEYSTONE UNIFORM 411.41
APBWEST Check 071778 UNIFORMS
40708a5e-840b-46d7-86b9-b42000e51be7
10000.50000.53303 387.41
071780 UNIFORMS
67a5707d-9cd6-4a32-85da-b42000e55501
10000.50000.53303 24.00
VEN04543 KIMLEY-HORN AND ASSOCIATES INC 16,981.08
APBWEST Check 35122188 FEB 2026 GEN PLAN OPEN SPACE&CONSERVATION ELEM 9ff54e18-cb32-4a3e-b99c-b4200116b991
60008.40000.52100 16,981.08
0934 L.N. CURTIS & SONS 1,092.46
APBWEST Check INV1045986 FD EQUIPMENT
cb9cfeda-3b70-454f-b7c8-b42000d99a2c
10000.61000.53300 1,092.46
1650 LAAFCA 1,500.00
APBWEST Check 2026-2027 FY 2026-2027 MEMBERSHIP DUES BARTLETT 4ab1c9b7-c3a0-49f3-8c27-b42000f77855
10000.61000.53409 1,500.00
VEN04607 LAURA HIRSH 262.00
APBWEST Check INV043793 REFUND: PERMIT PARK HOUSE
9375cec6-b441-4a73-82c5-b42000e5c217
10000.00000.47023 262.00
0640 LIFE-ASSIST INC. 1,053.89
APBWEST Check 2084243 FY 25/26 EMS Medical Supplies
2cd6d6fa-7a3f-4b5e-8e73-b4200116b9a0
10000.64000.53300 142.48
2088617 FY 25/26 EMS Medical Supplies
284c95c8-5195-4998-b9b7-b4200116ba56
10000.64000.53300 911.41
VEN02633 MARK DUSON 50.00
APBWEST Check INV043794 REFUND: AMER. FEDELITY OVERPMT(FLEX SPENDING) 5024927d-c96c-42cb-8934-b42000e75152
60007.00000.26001 50.00
VEN01070 MARTIN CRUZ 740.11
APBWEST Check MAY2026 MAY 2026 RETIREE HEALTH INSURANCE 6dddd578-8daf-4c46-9337-b42000e7b6cf
60007.70100.51302 740.11
VEN03488 MUNICIPAL EMERGENCY SERVICES INC 1,681.11
APBWEST Check IN2462005 FY 25/26 PERSONAL PROTECTIVE UNIFORM EQUIPMENT 5bf00603-4db0-497e-82ec-b4200116ba09
10000.61000.53303 1,095.07
IN2469892 FY 25/26 PERSONAL PROTECTIVE UNIFORM EQUIPMENT f4f7c8d3-e1f2-4e79-8922-b4200116ba05
10000.61000.53303 586.04
1608 MUNICIPAL MAINTENANCE EQUIP IN 857.94
APBWEST Check 047249 MISC SUPPLIES
baae4b31-b2cb-47a2-a17f-b42000e682d7
60000.83100.53208 857.94
1642 NBS 1,468.90
APBWEST Check 202603-1546 4/1/26 - 6/30/26 PROFF. SERVICE c9d71c28-2d09-4b86-8cb1-b42000e8761c
32012.83000.52200 1,468.90
VEN04200 NIKO MOBILE CARWASH 450.00
APBWEST Check 054921 3/13/26 PD CAR WASH
9783fe81-1532-4dd3-b02a-b42000e80dea
10000.50000.52200 450.00
VEN03105 NORTHWEST EXCAVATING INC 42,095.00
2 4/6/2026 1:02:34 PM Page 3 of 6
APPKT08605 - GEN 4/14/26 Check Date: 04/02/2026
01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
APBWEST Check M11269 9/25/26 - 9/30/26 CITY YARDS - Lowbed/loader ef0f131e-3a55-43c6-8b8c-b4200116b9f0
71000.81100.52303 9,090.00
M11280 9/25/26 - 9/30/26 CITY YARD - Lowbed/water truck d8262196-0aad-4790-a82f-b4200116ba86
71000.81100.52303 4,500.00
M11294 10/1/26 - 10/7/26 CITY YARDS - Water Truck/Lowbed e6573b23-819c-4b7e-9caa-b4200116ba44
71000.81100.52100 5,900.00
M11295 10/1/26 - 10/8/26 CITY YARDS - Loader/Lowbed
90c694c0-26e2-4b69-8995-b4200116b99b
71000.81100.52100 12,330.00
M11296 10/1/25 - 10/8/25 CITY YARDS - Dozer/loader/lowbed e339f324-b6bd-4c65-8605-b4200116b9a9
71000.81100.52100 5,895.00
71000.81100.52303 4,380.00
VEN04007 OCCUPATIONAL HEALTH CENTERS OF CA 209.00
APBWEST Check 90022959 PRE-EMPLOYMENT EXAM
c31a73a9-4fad-43e1-9cbd-b42000e91614
60007.70101.52106 209.00
0786 OFFICE DEPOT, INC 109.99
APBWEST Check 458228103001 OFFICE SUPPLIES
f2fc0ebf-b79e-4e16-867d-b42000e97b4d
60002.31100.53100 109.99
VEN03819 PAYDIRT PRINTING SERVICES 539.91
APBWEST Check 248661 BUILDING PERMIT NOTICES
d95ad39f-6e15-45c4-88c4-b42000e9e9d4
10000.40000.53102 539.91
0336 POST ALARM SYSTEMS 511.57
APBWEST Check 1892975 FY 25/26 ALARM SAFETY MONITORING
76b31eaf-b2e5-481b-98a5-b4200116ba73
60000.83100.52200 511.57
1483 PRO PRINTING INC 43.19
APBWEST Check 59472 BUSINESS CARDS
32223820-18b2-4af5-bf00-b42000ea57de
60002.31100.53102 43.19
0338 PRUDENTIAL OVERALL SUPPLY 280.79
APBWEST Check 52961675 FY 25/26 PUBLIC WORKS UNIFORMS
b632c440-abc2-418e-918e-b4200116ba6e
60001.83200.53303 140.77
52963396 FY 25/26 PUBLIC WORKS UNIFORMS
474c6fa2-6fbd-46b4-9d02-b4200116b9fc
60001.83200.53303 140.02
VEN01039 RCS INVESTIGATIONS & CONSULTING LLC 32,095.00
APBWEST Check 7162 INTERNAL AFFAIRS INVESTIGATIONS CASE #24-005 fb4bb5fd-4fe0-4fd7-a36b-b4200116b98c
60007.70100.52201 2,340.00
7163 INTERNAL AFFAIRS INVESTIGATIONS CASE #24-005
1aeb623e-f386-4220-b852-b4200116ba48
60007.70100.52201 2,340.00
7164 INTERNAL AFFAIRS INVESTIGATIONS CASE #24-005
9a58bdd8-f289-4c8a-ad87-b4200116ba01
60007.70100.52201 2,340.00
7165 INTERNAL AFFAIRS INVESTIGATIONS CASE #24-005
b1603e34-0109-4ae4-a8fd-b4200116ba5b
60007.70100.52201 2,340.00
7166 INTERNAL AFFAIRS INVESTIGATIONS CASE #24-005
c24f8784-6240-44ae-84cc-b4200116b996
60007.70100.52201 2,340.00
7167 INTERNAL AFFAIRS INVESTIGATIONS CASE #24-005
c7af1e2b-c5d4-41a8-bdc6-b4200116ba3a
60007.70100.52201 2,340.00
7168 INTERNAL AFFAIRS INVESTIGATIONS CASE #24-005
88567dbb-2ab6-4b2c-ba7c-b4200116b9ca
60007.70100.52201 2,340.00
7169 INTERNAL AFFAIRS INVESTIGATIONS CASE #24-005
5333dcb2-5ae6-4a9a-978f-b4200116b9d5
60007.70100.52201 2,340.00
7172 INTERNAL AFFAIRS INVESTIGATIONS CASE #24-005
7fa44bf2-e69a-4a56-8719-b4200116ba32
60007.70100.52201 2,340.00
7173 INTERNAL AFFAIRS INVESTIGATIONS CASE #24-005
85f9e3d2-17b4-4974-8fbc-b4200116ba4d
60007.70100.52201 2,630.00
7246 INTERNAL AFFAIRS INVESTIGATIONS CASE # 25-01
02e9dbc6-33fe-40b6-8413-b4200116b9bd
60007.70100.52201 4,365.00
7247 INTERNAL AFFAIRS INVESTIGATIONS CASE #25-03
34b5f736-d94d-4105-8607-b4200116b9c1
60007.70100.52201 4,040.00
0267 REGIONAL TAP SERVICE CENTER 28.80
APBWEST Check 6026874 FEB 2026 REGIONAL TAP SERVICES CENTER-CARDS 2da5077f-7a6d-46fb-86b6-b42000ea9501
37004.80000.52001 28.80
VEN04574 RISK MANAGEMENT PROFESSIONALS 5,689.13
APBWEST Check 250565 HAZARD REVIEW CONSULTANT
417a392e-5384-4cbe-8eb5-b4200116b9b3
71000.81100.52100 5,689.13
VEN02718 ROADLINE PRODUCTS INC 1,982.37
APBWEST Check 22469 NO PARKING ANYTIME SIGNS
5766a986-a7aa-412e-b5f0-b42000eafd52
10000.83500.53206 1,982.37
VEN03833 SCOTT ROSEVEAR 1,450.00
APBWEST Check INV043795 REIMB: COMPUTER BUYBACK
7c19f164-72b3-433e-b045-b42000eb8f72
10000.00000.13009 1,450.00
VEN01256 SKY BLUEPRINT & SUPPILES INC 82.87
APBWEST Check B141365 18"X24" POSTER ON GATOR BOARD
99004339-6400-4244-ad20-b42000ecbd85
10000.40000.53102 82.87
1245 THE WORKSHOP 110.50
APBWEST Check 75578 MT. WILSON TRAIL RACE SIGNS
3ad8079a-503d-4435-8d0f-b42000ed1098
10000.79007.52999 85.25
37006.72000.52200 25.25
VEN04459 THEODORE TEGART 192.30
APBWEST Check INV043796 REFUND: AMER. FEDELITY OVERPMT(FLEX SPENDING) 7fc5266e-b67b-4cd5-a9be-b42000efc84f
60007.00000.26001 192.30
VEN04227 UNITED RENTALS 1,537.83
APBWEST Check 255302235-001 EQUIP. RENTAL: PORTABLE RESTROOMS 67116696-66b5-49e0-8872-b42000eff71d
60007.70100.52200 1,537.83
1243 USA BLUEBOOK 95.48
APBWEST Check INV00995759 MAINT SUPPLIES
cf52ee79-aa6e-4c3f-82c7-b42000f0c0d6
60001.83200.53200 95.48
0335 WATERLINE TECHNOLOGIES 1,257.67
APBWEST Check 5784022 FY 25/26 CHLORINE GAS SUPPLIES
efeabf19-3caf-451f-be98-b4200116b9cb
71000.81100.53209 1,557.67
5784483 CYLINDER RETURN 3/16/26
4f89dde5-130c-48e5-ae83-b42000f15f17
71000.81100.53209 -300.00
0426 WESTERN WATER WORKS 5,837.72
APBWEST Check 1281516-00 FY 25/26 WATER DISTRIBUTION SUPPLIES 3bf8537f-f93b-4bb6-91ed-b4200116ba3e
71000.81100.53200 5,837.72
0425 WILLDAN ASSOCIATES 71,948.73
APBWEST Check 002-36672 MAR 2026 FIRE PLAN CHECK
8624e0b6-abc8-4e33-871c-b4200116ba52
10000.40000.52100 4,167.87
002-37502 FEB 2026 PLAN CHECK AND INSPECTIONS
071acc35-12dc-4105-9d6d-b4200116b9b8
10000.40000.52100 61,666.11
00714697 OCT 2025 CDBG GRANT FOR MHRP PROGRAM
300a62ba-3808-4fa7-a1ce-b4200116b9ae
38002.83200.52100 2,844.75
00714731 NOV 2025 CDBG GRANT FOR MHRP PROGRAM
b034323a-54e8-49c3-9c41-b4200116ba43
38002.83200.52100 3,270.00
3 4/6/2026 1:02:34 PM Page 4 of 6
Report Total: 325,608.81
4 4/6/2026 2:17:58 PM Page 1 of 3
Check Approval Register
City of Sierra Madre, CA
APPKT08584 - GEN MAN 4/14/26 Check Date: 03/18/2026
01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
VEN04552 HUE C. QUACH 9,840.00
AP EFT WEST Electronic Funds Transfer SM25-000-010 2/16/26 - 3/6/26 FISCAL POLICY PROF CONSULTING 563171c3-4aeb-48db-a17c-b41200c66238
60002.30000.52200 9,840.00
1336 L.A. CO. FIRE DEPT. 5,000.00
APBWEST Check INV043670 SITE FA0024966 AUG 2025 INSPECTION VIOLATION FEE c05c0982-c564-46d3-9f9f-b41200c0deb8
71000.81100.52401 5,000.00
VEN04576 TRANSTECH ENGINEERS INC 37,905.50
APBWEST Check 20261692 1/31/26 251135 SMDR PW OVERSIGHT SERVICES 70056dec-c7f1-42a4-9d6b-b41200c66234
10000.83500.52100 3,630.00
38005.83500.52200 1,815.00
60000.83100.52200 3,630.00
60001.83200.52200 3,630.00
71000.81100.52200 2,722.50
72000.81200.52200 2,722.50
20261693 1/31/26 251174 420 N LIMA ST B-BLD 250084 PW PC 6ec5e07b-5c74-4c01-93d9-b41200c66250
10000.83500.52100 170.49
38005.83500.52200 85.25
60000.83100.52200 170.50
60001.83200.52200 170.50
71000.81100.52200 127.88
72000.81200.52200 127.88
20261694 1/31/26 251347 90 E BONITA AVE 210627 PW PC
3c535ddd-9186-4611-a09d-b41200c6624c
10000.83500.52100 32.00
38005.83500.52200 16.00
60000.83100.52200 32.00
60001.83200.52200 32.00
71000.81100.52200 24.00
72000.81200.52200 24.00
20261695 1/31/26 251360 SMDR 109 N LIMA ST B-BLD 250203 PW 1f6578ab-54f1-47ca-a827-b41200c66247
10000.83500.52100 32.00
38005.83500.52200 16.00
60000.83100.52200 32.00
60001.83200.52200 32.00
71000.81100.52200 24.00
72000.81200.52200 24.00
20261696 1/31/26 251361 574 SIERRA MEADOWS DR B-BLD-250172 3af8820e-fb01-417f-988e-b41200c66211
10000.83500.52100 223.80
38005.83500.52200 111.90
60000.83100.52200 223.80
60001.83200.52200 223.80
71000.81100.52200 167.85
72000.81200.52200 167.85
20261697 1/31/26 251375 205 N BALDWIN AVE B-BLD-250222 PW bbcdcb9b-11da-48d6-9dc6-b41200c6622e
10000.83500.52100 64.00
38005.83500.52200 32.00
60000.83100.52200 64.00
60001.83200.52200 64.00
71000.81100.52200 48.00
72000.81200.52200 48.00
20261698 1/31/26 251387 674 E SM BLVD B-BLD-250231 PW PC 0fefe7f9-36a0-43a1-bcac-b41200c66242
10000.83500.52100 159.80
38005.83500.52200 79.90
60000.83100.52200 159.80
60001.83200.52200 159.80
71000.81100.52200 119.85
72000.81200.52200 119.85
20261699 1/31/26 260021 190 MERRILL AVE PW PC
e120c8be-9f07-488e-aab8-b41200c6622e
10000.83500.52100 223.80
38005.83500.52200 111.90
60000.83100.52200 223.80
60001.83200.52200 223.80
71000.81100.52200 167.85
72000.81200.52200 167.85
20261700 1/31/26 260030 371 N MOUNTAIN TRAIL AVE PW PC
558c88e1-04ef-4380-bfb1-b41200c6625a
10000.83500.52100 101.29
5 4/6/2026 2:17:58 PM Page 2 of 3
APPKT08584 - GEN MAN 4/14/26 Check Date: 03/18/2026
01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
APBWEST Check 20261700 1/31/26 260030 371 N MOUNTAIN TRAIL AVE PW PC 558c88e1-04ef-4380-bfb1-b41200c6625a
38005.83500.52200 50.65
60000.83100.52200 101.30
60001.83200.52200 101.30
71000.81100.52200 75.98
72000.81200.52200 75.98
20261701 1/31/26 260093 357 SYCAMORE PL BASEMENT ADD.
362e731d-aaad-447d-8645-b41200c66252
10000.83500.52100 8.00
38005.83500.52200 4.00
60000.83100.52200 8.00
60001.83200.52200 8.00
71000.81100.52200 6.00
72000.81200.52200 6.00
20262248 2/28/26 251135 SMDR PW OVERSIGHT SERVICES
65856ef2-b674-4042-b919-b41200c6625f
10000.83500.52100 2,475.00
38005.83500.52200 1,237.50
60000.83100.52200 2,475.00
60001.83200.52200 2,475.00
71000.81100.52200 1,856.25
72000.81200.52200 1,856.25
20262249 2/28/26 251174 420 N LIMA ST B-BLD- 250084 PW PC f661e851-9dcd-468a-95d7-b41200c6623d
10000.83500.52100 8.00
38005.83500.52200 4.00
60000.83100.52200 8.00
60001.83200.52200 8.00
71000.81100.52200 6.00
72000.81200.52200 6.00
20262250 2/28/26 251175 435 E LAUREL AVE B-BLD-250086 PW PC 85e5f330-fa21-4e8b-a5c8-b41200c66255
10000.83500.52100 8.00
38005.83500.52200 4.00
60000.83100.52200 8.00
60001.83200.52200 8.00
71000.81100.52200 6.00
72000.81200.52200 6.00
20262251 2/28/26 260021 190 MERRILL AVE PW PC
61a35289-e534-4a49-9c2a-b41200c6625f
10000.83500.52100 109.20
38005.83500.52200 54.60
60000.83100.52200 109.20
60001.83200.52200 109.20
71000.81100.52200 81.90
72000.81200.52200 81.90
20262252 2/28/26 260030 371 N MOUNTAIN TRAIL AVE PW PC
5f72ca7c-5964-4bdd-9d62-b41200c6622a
10000.83500.52100 82.60
38005.83500.52200 41.30
60000.83100.52200 82.60
60001.83200.52200 82.60
71000.81100.52200 61.95
72000.81200.52200 61.95
20262253 2/28/26 260093 357 SYCAMORE PL BASEMENT ADD
194a3ee7-312f-4393-8242-b41200c66221
10000.83500.52100 96.00
38005.83500.52200 48.00
60000.83100.52200 96.00
60001.83200.52200 96.00
71000.81100.52200 72.00
72000.81200.52200 72.00
20262254 2/28/26 260180 603 BALDWIN CT PW PC
a0cdf8f1-ef99-465e-a0f9-b41200c66225
10000.83500.52100 157.11
38005.83500.52200 78.55
60000.83100.52200 157.10
60001.83200.52200 157.10
71000.81100.52200 117.82
72000.81200.52200 117.82
Report Total: 52,745.50
6 4/6/2026 12:55:43 PM Page 1 of 3
Check Approval Register
City of Sierra Madre, CA
APPKT08600 - GEN BOA MAN 4/14/26 Check Date: 04/01/2026 01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
0823 BANK OF AMERICA 14,763.69
APBWEST Check INV043719 LA - CAPIO MEMBERSHIP: AGUILAR
5114be05-331f-4a02-9e76-b41d010b2583
10000.12000.53402 300.00
INV043721 BB - GRAMMARLY TYPING ASSISTANCE
b35c5a83-e8af-4eae-b629-b41d010f25e0
10000.61000.53409 30.00
INV043722 BB - OFFICE SUPPLY - SHIFT DISPLAY: NAME TAGS 025c6682-52dd-4a15-8ed8-b41d010f94e7
10000.61000.53100 50.27
INV043723 BB - FIRE SERV. COURSE: GACAD
738cce53-d071-4db4-b1be-b41d010fdab5
10000.61000.52205 350.00
INV043724 BB - STORAGE FOR FD MASTER PLAN
8c38e548-83db-48e9-b255-b41d0110e4c3
10000.61000.53409 11.99
INV043725 BB - SMFD ANNUAL REPORT: COPY SERV.
42f52bdd-a5ea-4a3d-9745-b41d0111314e
10000.61000.53102 140.60
INV043726 BB - ALL-AMER. FIRE LEADERSHIP: VEHICLE GAS
c0ec8bd3-41f8-46a1-88c6-b41d01119598
10000.61000.52205 9.61
INV043728 BB - ALL-AMER. FIRE LEADERSHIP: CAR RENTAL
84031178-3774-4746-b193-b41d01125d98
10000.61000.52205 114.54
INV043731 BB - LB AIRPORT PARKING
f0c5a94f-58b2-48d3-a30b-b41d011415ac
10000.61000.52205 119.00
INV043733 BB - ALL-AMER. FIRE LEAD.: LODGING PROCESSING FEE 99d93942-7dfc-4dfd-814a-b41d01146b1f
10000.61000.52205 1.00
INV043734 BB - ALL-AMER. FIRE LEAD.: LODGING PROCESSING FEE 815466ec-8e3a-46e3-b626-b41d0114d62b
10000.61000.52205 1.00
INV043735 BB - LAAFCA - MT. CONF. REG. FEE: BARTLETT
1e01b60b-4ebc-4e60-a6d5-b41d0114f601
10000.61000.53402 1,175.00
INV043736 BB - THERMAL CAMERAS BATTERIES
1c3f9ffd-6ad6-4177-b9ba-b41d01157a4a
10000.61000.53300 1,034.28
INV043737 MB - BREAKFAST W/MAYOR
1a2bc84c-6436-40e5-b74d-b41d011621e7
60002.30000.53999 63.45
INV043738 CL - LEAGUE OF CALF CITIES: LODGING FEE - LIN 85ded7ca-5edf-48ed-b3aa-b41d011985fe
10000.40000.53402 304.79
INV043739 CL - APA MEMBERSHIP FEE 4/1/26 - 3/31/26: HUANG 3fce62ad-28bd-4374-971c-b41d011b48f4
10000.40000.53409 331.80
INV043740 CL - APA MEMBERSHIP FEE 4/1/26 - 3/31/26: WANG 6cd5abdd-c0ad-4a7b-a2b6-b41d011b9d5d
10000.40000.53409 331.80
INV043741 CL - APA MEMBERSHIP FEE 4/1/26 - 3/31/26: WOLF 286b0182-d034-465b-bb5b-b41d011bd604
10000.40000.53409 590.80
INV043742 CL - APA MEMBERSHIP FEE 4/1/26 - 3/31/26: LIN 1f12df45-be4c-4142-92e0-b41d011c1c27
10000.40000.53409 593.20
INV043743 MH - RECRUITMENT PANEL PD CAPT. - SNACKS
77f63c9e-7b18-44a6-9ffd-b41e010549ff
60007.70100.53999 34.00
INV043745 MH - RECRUITMENT PANEL PD CAPT. - SNACKS
13ef03dd-515a-43dd-8445-b41e01076afc
60007.70100.53999 22.00
INV043746 MH - MAIL SRVC. - 2025 1095 FORMS
8a02733e-ad0d-40dd-9335-b41e010793a1
60007.70100.53101 18.12
INV043747 RM - SGVE ECON. FORECAST REG FEE: LOWE/WONG
11232c77-0749-4afe-bf20-b41e010883a3
10000.11000.53402 350.00
INV043748 RM - FLOWERS FOR CITY MANAGER
7922139f-e079-4fa6-b6f8-b41e010998c3
60002.30000.53999 235.40
INV043749 RM - COUNCIL CLOSE SESSION - MEAL 2/24/26
9a77ef7a-6c67-4816-8e57-b41e0109e7d5
10000.11000.53999 162.13
INV043750 RM - GREETING CARD
a2b23ecc-3f59-41e6-abfe-b41e010b3ffb
60002.30000.53999 3.32
INV043751 RM - GREET CARD
a312b611-4c93-4b7c-8d80-b41e010b9c1a
60002.30000.53999 4.35
INV043752 RM - BOARD OF SUPERISORS REG FEE - LOWE
6bc060e2-d169-4536-b845-b41e010bd064
10000.11000.53402 150.00
INV043753 SM - VEHICLE MAINT. - ALTERNATIVE HOSE
e0f07d15-0e73-47cb-b019-b41e010e9b77
60000.83100.53208 1.09
INV043757 SM - VEHICLE MAINT. - ALTERNATIVE HOSE
51a7e212-8672-4a05-9a08-b41e010f99aa
60000.83100.53208 12.13
INV043758 SM - FACILITIES - SMALL TOOLS
3c5edec5-149d-4714-a465-b41e010fc45a
60001.83200.53205 67.02
INV043759 SM - WATER - MAINT SUPPLIES
6f4a2f1c-fd49-427d-a7a6-b41e01100c38
71000.81100.53200 198.71
INV043760 SM - PD - PARKING SIGNS
0950d658-8b8e-4549-8cd4-b41e01119b1a
60001.83200.53200 187.85
INV043761 SM - CWEA MEMBERSHIP: KING
fd3dc282-d1aa-49df-a0ce-b41e0111d050
72000.81200.53409 251.00
INV043762 OM - LOCAL PRIORITY EMGY. SAT NET. 3/8/26-4/8/26 b89c78c2-5998-4db2-8e7b-b41e0112939f
60003.30000.52200 540.00
INV043763 OM - PLANNING APPT. SOFTWARE LICEN. 3/7/26-4/7/26 a3f732d3-a993-421c-b488-b41e0113db74
60003.30000.53503 78.00
INV043764 OM - CAPIO MEMBERSHIP DUES: THROUGH 3/10/27
717dac40-389e-44aa-ad6a-b41e01146874
60003.30000.53409 425.00
INV043765 OM - PDF FILE REDUCTION SERV: 3/2/26 - 4/1/26 5a0f5e59-5880-41d5-b512-b41e0115185e
60003.30000.53503 15.00
INV043767 OM - REMOTE SUPPORT TOOL LICENSING
208bbeb3-c888-467c-9a41-b41e011637d8
60003.30000.53503 298.00
INV043768 OM - DNS RENEWAL
dab855f0-8aa2-4b75-99b5-b41e0116ad25
60003.30000.53503 4.99
INV043769 OM - SIP TRUNK FOR CONF. PHONE & SCADA
5254c646-1341-48a4-9bf8-b41e0116ec67
60003.30000.55005 43.61
INV043770 OM - ROAM EMERGENCY SAT.INTERNET 2/17/26-3/17/26 86599635-b115-4b2d-95aa-b41e0117e5a4
60003.30000.52200 215.00
INV043771 OM - ZOOM LICENSING: 12/17/25 - 2/16/26
d291838f-1829-482e-9d30-b41e0119498d
60003.30000.53503 4,281.95
INV043776 TT - DRINKING WATER FOR SENIORS
f9ce2f19-6678-407d-8904-b41f00bb6662
37006.72000.52200 82.91
INV043777 TT - MAR 2025: SENIOR MOVIES - CANDY
36c8712b-f7c4-4c8c-8f12-b41f00bbcc4d
37006.72000.53999 48.06
INV043778 TT - OFFICE SUPPLIES
a7cb8883-a870-43f1-9fc6-b41f00bc2ce0
37006.72000.53999 49.47
INV043779 TT - HART PARK HOUSE WATER CUPS
471695bb-4d05-4ab5-93f8-b41f00bc9585
37006.72000.53999 26.84
INV043780 TT - OFFICE CHAIRS
df8545e9-bbed-42be-b28b-b41f00bcd87b
37006.72000.53999 579.45
INV043781 TT - MWTR BANNERS
dba6f15b-3761-4a59-a649-b41f00bd01ce
10000.79007.52999 356.12
INV043782 TT - HART PARK HOUSE COFFEE CUPS
b6c9e9d5-c617-4a02-9e4e-b41f00bd6aa0
37006.72000.53999 57.18
INV043783 TT - FEB & MAR 2025 MOVIES: BEVERAGES
3356765c-0d8e-439d-b4c5-b41f00bda8e8
37006.72000.53999 56.12
INV043784 TT - FEB 2025: BD CELEBRATION SUPPLIES
9f63aa4a-a438-4212-ba4f-b41f00be37ab
37006.72000.53999 15.19
INV043785 TT - HART PARK HOUSE: COFFEE SUPPLIES
c7f9401b-2fe2-4999-9a4e-b41f00be7a2b
37006.72000.53999 87.71
7 4/6/2026 12:55:43 PM Page 2 of 3
APPKT08600 - GEN BOA MAN 4/14/26 Check Date: 04/01/2026 01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
APBWEST Check INV043786 TT - FEB 2025: BINGO LUNCH
b66bd125-d462-4873-a7d4-b41f00beda25
37006.72000.53999 74.40
INV043787 TT - FEB 2025: BINGO GIFTCARDS
dbdf75d7-2016-461d-905c-b41f00bf04a7
37006.72000.53999 131.98
INV043788 TT - FEB 2025: BINGO SALAD AND DESSERTS
26c39e5e-771d-4f49-9738-b41f00c16c1d
37006.72000.53999 46.46
Report Total: 14,763.69
8 4/6/2026 1:01:21 PM Page 1 of 2
Check Approval Register
City of Sierra Madre, CA
APPKT08604 - UB 4/14/26 Check Date: 04/02/2026
01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
VEN03195 GREATAMERICA FINANCIAL SERVICES 375.76
APBWEST Check 41551803 003-1310860-000 1/5/26 - 2/4/26
f2023277-d6cf-4be1-a36e-b41f010f9033
60003.30000.53210 375.76
VEN04342 WESTBOUND SOLAR 3 LLC 8,715.26
APBWEST Check 26260666 FEB 2026 SOLAR ENERGY
9b290cdf-3be1-4392-875c-b41f011023d7
71000.81100.55003 8,715.26
Report Total: 9,091.02
9 4/6/2026 2:16:36 PM Page 1 of 2
Check Approval Register
City of Sierra Madre, CA
APPKT08594 - UB MAN 4/14/26 Check Date: 03/26/2026
01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
VEN03173 QUADIENT FINANCE USA INC 1,000.00
APBWEST Check INV043718 POSTAGE
1e92fa52-40d4-4113-9969-b41a00ba749f
60002.31100.53101 1,000.00
Report Total: 1,000.00
10 4/6/2026 2:15:31 PM Page 1 of 2
Check Approval Register
City of Sierra Madre, CA
APPKT08595 - UB MAN 4/14/26 Check Date: 03/31/2026
01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
0129 AT&T 2,944.27
APBWEST Check INV043714 818 291-0241 661 1 3/3/26 - 4/3/26 0d968598-dd00-436b-b655-b419011ab334
60003.30000.55005 2,944.27
0384 SOUTHERN CALIF. EDISON CO. 1,710.36
APBWEST Check INV043716 700178900477 2/6/26 - 3/9/26
298fe9b4-55c7-4356-87ea-b419011c9d7d
60001.83200.55003 67.11
INV043717 700738880568 2/3/26 - 3/4/26
0cd4dcb9-ac1e-4673-9495-b419011d00b2
60001.83200.55003 1,643.25
Report Total: 4,654.63
11 4/6/2026 1:04:57 PM Page 1 of 2
Check Approval Register
City of Sierra Madre, CA
APPKT08606 - LIB 4/14/26 Check Date: 04/02/2026
01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
VEN03454 AMAZON CAPITAL SERVICES 374.19
APBWEST Check 1G1H-LKPQ-3WGT MISC SUPPLIES 3/2/26 - 3/15/26 95f07fae-571b-4462-b7ec-b41f011a17eb
39002.90000.53999 270.51
1QNX-WLDF-3F91 MISC SUPPLIES 3/2/26 - 3/15/26
1b41d464-db36-41fb-acb8-b41f011a690f
10000.90000.53406 30.88
1R7G-NHT4-4RL4 MISC SUPPLIES 1/5/26 - 1/18/26
11b68ac8-f75d-457b-99cc-b41f01198967
10000.90000.53406 19.98
1VFD-JH1X-CH93 MISC SUPPLIES 1/19/26 - 2/1/26
62584afd-7a25-4adb-bad9-b41f0119cfbe
10000.90000.53406 19.39
1YKX-KDYV-3KWM MISC SUPPLIES 3/2/26 - 3/15/26
1b9ff0a2-a823-44fd-bb29-b41f011aa114
10000.90000.53100 33.43
0145 BRODART 96.75
APBWEST Check 673292 OFFICE SUPPLIES
26d3bff4-3c13-45b6-8bb7-b41f011ae6a3
10000.90000.53100 96.75
0598 DEMCO, INC. 113.28
APBWEST Check 7777770 OFFICE SUPPLIES
44a12f3a-8d74-4275-9053-b41f011bac6b
10000.90000.53100 113.28
VEN01733 ORIENTAL TRADING CO 40.83
APBWEST Check 74144518101 CRAFT SUPPLIES
accaf401-be2f-46bd-be8f-b41f011c01ad
39006.90000.53999 40.83
VEN01027 STUBBIES 305.31
APBWEST Check 25598 36"X80" PREMIER RETRACTABLE LAYOUT
4733c467-4851-46d2-9a89-b41f011d58ff
39006.90000.53999 305.31
Report Total: 930.36
12 4/6/2026 12:59:23 PM Page 1 of 2
Check Approval Register
City of Sierra Madre, CA
APPKT08601 - LIB BOA MAN 4/14/26 Check Date: 04/01/2026 01 - Vendor Set 01
Packet:

Vendor Set:

Bank Code Payment Type Invoice # Invoice Description Account Number Distribution Amount Vendor Number Vendor Name Vendor Total
0823 BANK OF AMERICA 556.65
APBWEST Check INV043772 LR - EMPLOYEE APPRECIATION - MEAL 9eefed25-cd11-43e5-8371-b41e011a5c87
10000.90000.53999 292.89
INV043773 LR - MT VIEW NEWS YEARLY RENEWAL FEE
7417e162-76b8-4329-ac78-b41e011b2483
10000.90000.53501 150.00
INV043774 LR - WATER DELIVERY SERVICE
be80d3ee-978b-4f40-8257-b41e011b5dc4
10000.90000.52200 112.77
INV043775 LR - ICLOUD STORAGE FOR IPADS
b2746760-7d4e-4cec-bc7c-b41e011b9639
10000.90000.52200 0.99
Report Total: 556.65
13 14

CITY OF
SIERRA
MADRE

STAFF REPORT

CITY MANAGER'S OFFICE
DATE: April 14, 2026
TO: Honorable Mayor and City Council
FROM: Miguel Hernandez, Assistant City Manager
By: Sophia Conchas, Administrative Analyst
SUBJECT: Letter of Support Assembly Bill 2215 (Calderon) – Urban Water Management Planning

RECOMMENDATION
It is recommended that the City Council authorize the Mayor or City Manager to send a letter of support for Assembly Bill 2215 (Calderon), which would extend the timeline for development of the State Water Project’s existing water rights to align with existing long-term contract terms through 2085.

SUMMARY
AB 2215 would extend the timeline for the full development of the State Water Project’s (SWP) existing water rights permits to December 31, 2085, aligning those permits with the term of validated contracts between the Department of Water Resources (DWR) and SWP public water agencies. This extension addresses longstanding delays beyond DWR’s control and will allow the state to better plan, modernize infrastructure, and respond to climate extremes such as drought and flooding. Importantly, AB 2215 does not approve new projects, facilities, or operational changes, nor does it bypass CEQA, NEPA, ESA, CESA, or other environmental or public participation requirements. The bill also does not approve the Delta Conveyance Project or any other future modification of the SWP. The request for support was submitted to the City by the San Gabriel Valley Municiapl Water District (SGVMWD)

DISCUSSION & ANALYSIS
AB 2215 addresses a longstanding administrative issue related to the State Water Project’s (SWP) water rights permits. While the SWP operates under long-term contracts extending through 2085, the associated water rights development timeline is not currently aligned with those contracts. The Department of Water Resources (DWR) submitted a request to extend this timeline in 2009; however, that request has not been processed by the State Water Resources Control Board, creating uncertainty for long-term planning and system management.

The bill would extend the SWP water rights development timeline to align with existing contractual terms, providing the State with additional time to fully develop water rights that have already been permitted. AB 2215 does not authorize new projects, change SWP operations, or bypass existing environmental or regulatory review processes.

Future projects and operational changes would continue to be subject to all applicable permitting and environmental laws.

This alignment is significant for several reasons:

Planning Certainty: Water agencies, including those serving Sierra Madre like SGVMWD, rely on SWP deliveries to plan and finance capital improvements. Uncertainty around permit expirations undermines the ability to make multi-decade infrastructure investments with confidence.

Climate Resilience: California’s evolving climate, with more frequent droughts, reduced Sierra snowpack, and extreme precipitation events, requires sustained, long-horizon investment in the SWP. AB 2215 enables DWR to execute system improvements without the risk that foundational water right permits will lapse midproject.

Administrative Efficiency: Without this fix, DWR would need to pursue repeated, project-by-project permit extension petitions before the State Water Resources Control Board, consuming state resources and potentially delaying time-sensitive infrastructure work.

Protecting Existing Rights: The bill does not expand the SWP’s water rights or authorize new diversions. It preserves the viability of already-permitted rights through the existing contract horizon.

For communities such as Sierra Madre, the State Water Project plays an important role in replenishing groundwater and improving regional water supply reliability. Aligning the water rights timeline with existing contracts provides greater certainty for water agencies and supports long-term planning efforts to maintain reliable, cost-effective water supplies.

Without this alignment, delays in the administrative process could introduce uncertainty into the State’s ability to fully utilize existing water rights, potentially affecting system reliability and increasing costs for water agencies and customers. AB 2215 provides an administrative solution to address this issue while maintaining existing regulatory safeguards. A timely letter of support would help ensure Sierra Madre’s position is communicated while the bill is still under committee consideration.

STRATEGIC PLAN RELATIONSHIP
This item supports the City’s broader efforts related to water reliability, climate resilience, and coordination with regional and state agencies on long-term infrastructure planning. It also reflects the City’s proactive engagement in state legislative matters that affect local water supply security and long-range fiscal planning.

ENVIRONMENTAL ANALYSIS
CEQA Project, exempt under: 14 CCR 15061(b)(3)- common sense exemption, because it can be seen with certainty that there is no possibility that the activity may have a significant effect on the environment

FISCAL IMPACT
There is no fiscal impact associated with the recommended action.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments

1. SierraMadre_AB2215_SupportLetter_2026.pdf

2. AB 2511 Bill Text (amended March 19, 2026).pdf
City of Sierra Madre
CITY MANAGER’S OFFICE
232 West Sierra Madre Boulevard, Sierra Madre, CA 91024 | (626) 355-7135 March 20, 2026
Assemblymember Lisa Calderon
California State Assembly
1021 O Street, Suite 4650
Sacramento, CA 95814
SUBJECT: AB 2215 (Calderon) – SUPPORT
Dear Assemblymember Calderon:

The City of Sierra Madre is pleased to support your AB 2215, as amended on March 16, which would extend the timeline for the full development of the State Water Project’s (SWP) water rights permits to 2085, aligning with the term of existing validated contract between the State of California (Department of Water Resources [DWR]) and the public water agencies for the SWP water supply.

Extending the time for a water rights holder to develop its water rights is not uncommon. In fact, the SWP was granted a time extension in 1990. However, in 2009, DWR, which owns, operates, and holds the water rights for the SWP, filed a petition for a time extension with the State Water Resources Control Board (Water Board) approximately 15 years ago, but that application has never been processed. The delay is hindering DWR’s ability to modernize the SWP and effectively plan for climate change.

The SWP is the nation’s largest state-owned water and power generator and user-financed water system, and it plays a critical role in addressing climate change, helping California manage its water supply during extremes such as floods and droughts. DWR has been diligently pursuing the development of its existing SWP water rights. Over several decades, DWR has constructed 36 water storage facilities, 21 pumping plants, five hydroelectric power plants, four pumpinggenerating plants, and approximately 700 miles of canals, tunnels, and pipelines. Operations and maintenance of these facilities cost over a billion dollars annually, regardless of the amount of water delivered, and those costs are paid by the public water agencies that are under contract with DWR.

Without the full development of the SWP water rights, rates may increase for 27 million Californians, water supply reliability is less certain, and the SWP risks an investment that cannot 232 West Sierra Madre Boulevard, Sierra Madre, CA 91024 | (626) 355-7135 be fully realized. Unfortunately, the full development of the SWP’s water rights has been hindered by circumstances outside of DWR’s control, making AB 2215 necessary. Giving DWR more time to develop its already approved water rights addresses water availability and affordability for most of the state and is clearly in the public’s interest.

Importantly, your AB 2215 makes it clear that it would not approve any future project or change in SWP operations. Approval of the SWP time extension would not diminish the public's right to participate in future SWP permitting activities. Future permitting processes would continue to be required before SWP operations could be changed and/or infrastructure projects built. None of the actions that would allow DWR to develop its water rights are exempted from CEQA, NEPA, ESA, CESA, or any other regulation protecting the environment, water quality, or water rights holders. AB 2215 also includes provisions specifically ensuring that the bill shall not be construed as approving any proposed modification to the physical facilities of the SWP, including the Delta Conveyance Project.

Legislative approval of the SWP time extension is appropriate because even if the SWP time extension petition were moved forward by the Water Board, its administrative process would likely take years, cost the taxpayers hundreds of thousands of dollars in staff time, and water agencies significant time and money to just to answer the question of whether DWR has been diligent in pursuing the development of its full water right. The approval of the time extension has no negative environmental impacts, saves public funds, and does not diminish opportunities for public participation.

We appreciate your leadership in advancing AB 2215 to address this important statewide water policy issue.

Sincerely,
Mike Bruckner
City Manager
cc: Senator Sasha Renée Pérez
Assemblymember John Harabedian
AMENDED IN ASSEMBLY MARCH 19, 2026
california legislature—2025–26 regular session
ASSEMBLY BILL No. 2215
Introduced by Assembly Member Calderon
(Principal coauthor: Assembly Member Jeff Gonzalez)
(Coauthors: Assembly Members Garcia, Irwin, Michelle Rodriguez, and Blanca Rubio)
(Coauthors: Senators Archuleta and Ochoa Bogh)
February 19, 2026
An act to amend Section 10610 1398 of the Water Code, relating to water.
legislative counsel’s digest
AB 2215, as amended, Calderon. Urban water management planning.

Water rights: permits: State Water Project.

The Department of Water Resources operates the State Water Resources Development System, commonly referred to as the State Water Project.

Existing law requires that construction work for a project that will put appropriated water to beneficial use be commenced, prosecuted with due diligence, and completed within the time period specified in the water right permit. Existing law authorizes the State Water Resources Control Board to extend the deadline specified in the permit to commence or complete construction work and to put appropriated water to beneficial use for good cause shown.

This bill would require that the time periods for the application of water to beneficial use and for the completion of construction work for specific water right permits held by the Department of Water Resources for the operation of the State Water Project be December 31, 2085. 98 Existing law, the Urban Water Management Planning Act, requires every public and private urban water supplier that directly or indirectly provides water for municipal purposes to prepare and adopt an urban water management plan.

This bill would make nonsubstantive changes to the provision of law naming that act.

Vote: majority. Appropriation: no. Fiscal committee: no yes.

State-mandated local program: no.

The people of the State of California do enact as follows:
line 1 SECTION 1. Section 1398 of the Water Code is amended to line 2 read:
line 3 1398. (a)  (1)  The period specified in the permit for beginning line 4 construction work, for completion of construction work, for line 5 application of the water to beneficial use, or any or all of these line 6 periods may, for good cause shown, be extended by the board. line 7 (b)
line 8 (2)  After any hearing on a petition to extend the period or line 9 periods, the board may revoke the permit in accordance with line 10 Section 1410.
line 11 (b)  (1)  The time periods for application of water to beneficial line 12 use and for the completion of construction work for water right line 13 permits numbered 16477, 16478, 16479, 16480, 16481, and 16482 line 14 held by the Department of Water Resources for the operation of line 15 the State Water Project shall be December 31, 2085. line 16 (2)  This subdivision shall not be construed as an approval of line 17 any proposed modification of physical facilities of the State Water line 18 Project, including the Delta Conveyance Project. line 19 SECTION 1. Section 10610 of the Water Code is amended to line 20 read:
line 21 10610. This part shall be known, and may be cited, as the line 22 “Urban Water Management Planning Act.”
O
98 AB 2215 — 2 —

CITY OF
SIERRA
MADRE

STAFF REPORT

LIBRARY & COMMUNITY SERVICES
DATE: April 14, 2026
TO: Honorable Mayor and City Council
FROM: Leila Regan, Library & Community Services Director SUBJECT: Memorandum of Understanding with the Sierra Madre Historical Preservation Society

RECOMMENDATION
It is recommended that the City Council:

1. Approve a Memorandum of Understanding (MOU) between the City of Sierra Madre and the Sierra Madre Historical Preservation Society (SMHPS) for the continued operation and maintenance of the Richardson House and Lizzie’s Trail Inn located within Mount Wilson Trail Park, attached hereto as Exhibit A; and

2. Authorize and direct the City Manager to execute the Memorandum of Understanding on behalf of the City.

SUMMARY
The Richardson House and Lizzie’s Trail Inn are historic buildings located within Mount Wilson Trail Park in the City of Sierra Madre. These facilities have historically served as interpretive museum spaces operated by the Sierra Madre Historical Preservation Society (SMHPS). The City and SMHPS previously entered into a 25-year lease agreement from 2001 to 2026 under which SMHPS maintained and operated the properties as a historical museum. With the expiration of that lease, the proposed Memorandum of Understanding (MOU) establishes a framework for continuing the cooperative relationship between the City and SMHPS. The MOU clarifies the responsibilities of both parties regarding the operation, maintenance, and preservation of the Richardson House and Lizzie’s Trail Inn while allowing SMHPS volunteers to continue operating the facilities as a historical information center.

DISCUSSION & ANALYSIS
Background
The Richardson House and Lizzie’s Trail Inn are historic structures located within Mount Wilson Trail Park and are owned by the City of Sierra Madre. These buildings have long served as historical resources for the community and have been operated by the Sierra Madre Historical Preservation Society as interpretive museum spaces. The previous 25-year lease agreement between the City and SMHPS is reaching its conclusion. The proposed Memorandum of Understanding provides a mechanism to continue the partnership while clarifying operational responsibilities and expectations.

Key Terms of the Memorandum of Understanding
Term
The agreement becomes effective upon execution and remains in effect until terminated by either party with at least thirty (30) days written notice.

City Responsibilities
Under the MOU, the City will:

Pay utilities for the premises.

Maintain landscaping at the premises and Mount Wilson Trail Park.

Pay 50 percent of repair or maintenance costs, up to $10,000 per fiscal year.

Pay 100 percent of any capital improvements or additions to the premises over the amount of $20,000, subject to City Council approval.

Receive and maintain participant waivers, applications, and insurance documentation related to events.

Replace the roof of Lizzie’s Trail Inn and repair the Richardson House shed within the first year of the agreement.

SMHPS Responsibilities
SMHPS will:

Operate the premises as a historical information center.

Maintain and repair the interior of the buildings.

Pay 50 percent of repair or maintenance costs up to $10,000 per fiscal year, with any additional repair costs exceeding $20,000 being brought to City Council for consideration.

Maintain liability and property damage insurance of at least $1 million.

Comply with all applicable federal, state, and local laws and City safety requirements.

Provide an annual report to the City Council regarding the condition of the premises and operational activities.

Operational Structure
The MOU specifies that SMHPS members and participants act as volunteers and are not employees or agents of the City. Additionally, the agreement provides SMHPS with a revocable license to use the premises, and the City retains the ability to use the facilities for its own purposes when coordinated with SMHPS.

Benefits of the Agreement
The proposed MOU provides several benefits, including:

Continued preservation and interpretation of historic City assets.

Ongoing partnership with a community-based historical organization.

Clarified responsibilities regarding maintenance, costs, and operations.

Continued public access to local historical resources.

STRATEGIC PLAN RELATIONSHIP
The proposed MOU supports the City of Sierra Madre’s Strategic Plan under the Community Enrichment objective, which aims to promote an unparalleled quality of life through an engaged and collaborative culture. The continued partnership with the Sierra Madre Historical Preservation Society to operate the Richardson House and Lizzie’s Trail Inn as a historical information center encourages community engagement, preserves local history, and provides educational opportunities for residents and visitors. These activities align with the City’s goal of enhancing community programming and strengthening partnerships with local organizations (CE 1.2 C).

FISCAL IMPACT
The City will continue to be responsible for utilities and landscaping maintenance. The proposed MOU includes provisions for 50 percent of repair and maintenance costs up to $10,000 per fiscal year, as well as capital improvements to the buildings, upon approval of City Council. These costs will be incorporated into the City’s existing operational and maintenance budgets for City facilities and park assets. This funding will not be incorporated into the City's General Fund but will be part of Public Work's internal service fund for maintenance supplies and contract services. No additional appropriations are required at this time.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments

1. 04.08.2026 SMHPS MOU.pdf
435854.3
RICHARDSON HOUSE AND LIZZIE’S TRAIL INN

MEMORANDUM OF UNDERSTANDING
This Richardson House and Lizzie’s Trail Inn Memorandum of Understanding (“Agreement”) is made by and between the City of Sierra Madre, a California municipal corporation, (“City”) and the Sierra Madre Historical Preservation Society, a California non-profit, public benefit corporation (“SMHPS”).

RECITALS
A. The Richardson House and Lizzie’s Trail Inn are historic buildings located within Mount Wilson Trail Park within Sierra Madre, California (collectively referred to as the “Premises”);
B. City and SMHPS entered into a 25-year lease agreement (2001-2026), whereby SMHPS maintained and operated the Premises as an interpretative museum; C. City and SMHPS desire to continue their existing relationship by entering into an Agreement to formalize and clarify their respective obligations.

AGREEMENT
I. Recitals. The recitals above are true and correct and incorporated herein by reference.

II. Term. This Agreement will take effect upon the date of the last signature to this Agreement (“Effective Date”) and will remain in effect until terminated. Either party may terminate this Agreement by providing at least 30 days’ written notice to the other party.

III. Status of Premises. The Premises are the property of the City.

IV. Status of Parties. The SMHPS understands and agrees that its members are volunteers under this Agreement. SMHPS members and volunteers shall not represent themselves as employees or agents of the City. The City will not compensate SMHPS , its members, or its volunteers for activities related to this Agreement or for work under the City’s direction.

V. City’s Obligations.
a. City will pay all utilities for the Premises. Utilities include, but are not limited to:

1. Electrical

2. Water

3. Alarm Services
435854.3

4. Internet/Wi-Fi/Broadband

5. Pest Control

6. Trash Service
b. City will maintain all landscaping for the Premises and at Mount Wilson Trail Park.
c. City will pay for 50 percent of the expense of any repair or maintenance of the Premises. The City’s obligation shall be limited to $10,000 per fiscal year.
d. Any repairs, maintenance, or improvements over $20,000 will be considered for capital improvement and made part of the City’s capital improvement plan, upon approval from City Council.
e. City will receive and file all participant waiver, application, and insurance forms related to the Events.
f. City will replace the roof of Lizzie’s Trail Inn and repair the shed of the Richardson House within the first year of the Effective Date of this Agreement.

VI. SMHPS’ Obligations.
a. SMHPS will operate the Premises as a historical information center. b. SMHPS will be responsible for the maintenance and repair of the interior of the Premises and will maintain the interior of the Premises in good order and condition.
c. SMHPS will pay for 50 percent of the expense of any repair or maintenance of the Premises up to $10,000 per fiscal year. Any repairs, maintenance, or improvements over $20,000 will be brought to the City for consideration.
d. Prior to signing this Agreement, SMHPS will fully inspect the Premises and, after inspection, accept the Premises “as is” with no representation or warranty by City as to the condition of the Premises or its suitability for the intended use under this Agreement.
e. SMHPS at its sole cost and expense shall maintain during the term of this Agreement public liability and property damage insurance with a single combined liability limit of one million dollars, and property damage limits of not less than one million dollars ($1,000,000) insuring against all liability of SMHPS and its authorized representatives arising out of and in connection with SMHPS' use or occupancy of the Premises. Both the 435854.3
City and the SMHPS shall be named as additional insureds, and the policies shall contain cross-liability endorsements.
f. SMHPS will abide by federal, state, and local law, the City’s safety standards and direction, and any other health and safety requirements as deemed necessary by City staff.
g. SMHPS will annually report to the City Council providing a summary of the conditions of the Premises and its operational objectives and achievements.

VII. Publicity. SMHPS consents on behalf of its members and volunteers to City’s use of volunteers’ names, photos, likeness and written feedback in any and all publications, advertising and publicity, and grant permission to be filmed or taped by the City or the news media.

VIII. Release & Indemnity.
a. SMHPS shall release and hold harmless City from and defend and indemnify City against any and all claims, demands, actions, or liability for personal injury or property damage which may result from the repair, maintenance, improvement, or use of the Premises during the hours of operation of the The Richardson House and Lizzie’s Trail Inn. b. City shall release and hold harmless SMHPS from any and all claims, demands, actions, or liability for personal injury or property damage which may result from the repair, maintenance, improvement, or use of the Premises outside the hours of operation of the The Richardson House and Lizzie’s Trail Inn.

IX. Exclusivity. The Parties agree that this Agreement effectively provides SMHPS with a revocable license to use the Premises as intended under this Agreement.

That use shall not be exclusive, and the City may, in coordination with SMHPS, use the Premises for its own purposes.

X. Inspections. The City may conduct periodic inspections, with or without notice, to confirm the condition and structural integrity of the Premises.

XI. Non-assignment. The SMHPS shall not delegate, transfer, subcontract or assign its duties or rights hereunder, either in whole or in part, without City’s prior written consent, and any attempt to do so shall be void and of no effect. City shall not be obligated or liable under this Agreement to any party other than the SMHPS.

XII. Waiver. No provision, covenant, or condition of this Agreement shall be deemed to have been waived by City or the SMHPS unless in writing signed by one 435854.3
authorized to bind the party asserted to have consented to the waiver. The waiver by City or the SMHPS of any breach of any provision, covenant, or condition of this Agreement shall not be deemed to be a waiver of any subsequent breach of the same or any other provision, covenant, or condition.

XIII. Counterparts; Electronic Signatures. This Agreement may be signed in one or more counterparts, each of which shall be deemed an original, but all of which together shall be deemed one and the same instrument. The parties acknowledge and agree that this Agreement may be executed by electronic signature, which shall be considered as an original signature for all purposes and shall have the same force and effect as an original signature. Without limitation, “electronic signature” shall include emailed versions of an original signature, electronically scanned and transmitted versions (e.g., via pdf) of an original signature, or a digital signature.

XIV. Severability. If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be invalid or unenforceable, then such term or provision shall be amended to cure such invalidity or unenforceability, and shall be enforceable in its amended form. In such event, the remainder of this Agreement, or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected.

XV. Amendments. This Agreement represents the entire agreement between the parties. All prior negotiations, representations, and agreements between the parties are merged herein. Any change to the Agreement will require an amendment in writing signed by both parties.

XVI. Notice. Any notices, bills, invoices, or reports required by this Agreement shall be delivered by hand, email, or mail to the addresses and contacts listed below:

If to City:

City Manager
City of Sierra Madre
232 W. Sierra Madre Blvd.

Sierra Madre, CA 91024
Telephone: (626) 355-7135
Email: [email protected]
If to the SMHPS:

Sierra Madre Historical Preservation
Society
P.O. Box 202
Sierra Madre, CA 91025
Telephone: (626) 688-0048
Email: [email protected]
With courtesy copy to:
435854.3
Aleks R. Giragosian, Esq.

Colantuono, Highsmith & Whatley, PC
790 E. Colorado Blvd.., Ste. 850
Pasadena, Angeles, CA 91101
Telephone: (213) 542-5700
Email: [email protected]
435854.3
TO EFFECTUATE THIS AGREEMENT, the parties have caused their duly authorized representatives to execute this Agreement on the dates set forth below. “CITY”
City of Sierra Madre
Authorized Signatories:

Signature:

Printed:

Title:

Date:
“SMHPS”
Sierra Madre Historical Preservation
Society
Signature:

Printed:

Title:

Date:

Attestation:

Signature:

Printed:

Title: City Clerk
Date:

Approval as to Form:

Signature:

Printed:

Title: City Attorney
Date:

CITY OF
SIERRA
MADRE

STAFF REPORT

LIBRARY & COMMUNITY SERVICES
DATE: April 14, 2026
TO: Honorable Mayor and City Council
FROM: Leila Regan, Library & Community Services Director SUBJECT: Second Reading of Ordinance No. 1492 Regulating Bingo

RECOMMENDATION
It is recommended that the City Council conduct a second reading and adopt Ordinance No. 1492 adding Chapter

5.24 (Bingo Games) to Title 5 (Business Licenses and Regulations) of the Sierra Madre Municipal Code.

SUMMARY
Ordinance No. 1492 authorizes and establishes regulations for bingo games conducted by qualified nonprofit organizations within the City of Sierra Madre. The ordinance is consistent with Article IV, Section 19(c) of the California Constitution and California Penal Code Section 326.5, which allow local jurisdictions to permit bingo games for charitable purposes. The ordinance provides a regulatory framework that includes eligibility requirements, permitting procedures, operational standards, financial controls, and enforcement provisions to ensure compliance with State law and protection of the public welfare.

The City Council introduced and approved the first reading of Ordinance No. 1492 at its regular meeting on March 24, 2026. The ordinance is now presented for second reading and adoption.

DISCUSSION & ANALYSIS
Currently, gambling is prohibited within the City except where specifically authorized by law. Ordinance No. 1492 creates a local regulatory structure to allow bingo games conducted by qualified nonprofit organizations in compliance with State law.

The ordinance includes the following key provisions:

Authorization & Legal Basis: Implements authority granted under the California Constitution and Penal Code to allow charitable bingo.

Eligibility Requirements: Limits bingo operations to qualified nonprofit and charitable organizations, including those affiliated with schools and senior organizations.

Permit Process: Requires organizations to obtain a City-issued permit and submit documentation verifying eligibility and operational details.

Operational Standards: Establishes rules regarding public access, staffing, prize limits, and location requirements to ensure lawful operation.

Financial Controls: Requires proper accounting, separate accounts for proceeds, and limits use of funds to charitable purposes and authorized expenses.

Enforcement: Provides inspection authority and allows for permit suspension or revocation for violations.

The City Council considered Ordinance No. 1492 at a duly noticed public meeting and approved the first reading.

No substantive changes have been made since the first reading. The ordinance is now presented for second reading and final adoption.

STRATEGIC PLAN RELATIONSHIP
This action supports the City’s goals of maintaining effective governance, ensuring regulatory compliance, and supporting nonprofit organizations that provide community benefits.

ENVIRONMENTAL ANALYSIS
Not a CEQA Project under: PRC 21080(b)(8)- setting fees, rates, and charges

FISCAL IMPACT
There is no significant impact to the General Fund as a result of the recommended action. The ordinance allows for a nominal permit fee and cost recovery for public safety services, which may offset administrative and enforcement costs. Revenue and expenditures are difficult to estimate. Budgeted revenue and expenditures will be added during midyear budget adjustments.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments

1. Ordinance No. 1492 Adding Chapter 5.24 to Title 5 of the SMMC Authorizing and Regulating Bingo.pdf

2. 2026-03-24 Bingo Ordinance(438961.1).pdf

CITY OF

SIERRA MADRE STAFF REPORT

COMMUNITY SERVICES
DATE: March 24, 2026
TO: Honorable Mayor and City Council
FROM: Leila Regan, Director of Museums, Library, and Community Services By: AgendaLink, Support
SUBJECT:

Ordinance No. 1492 Adding Chapter 5.24 to Title 5 of the Sierra Madre Municipal Code Authorizing and Regulaitng Bingo

RECOMMENDATION
It is recommended that the City Council introduce Ordinance No. 1492 adding Chapter 5.24 (Bingo Games) to Title 5 (Business Licenses and Regulaitons) of the Sierra Madre Municipal Code to authorize and regulate nonprofit bingo games within the City.

SUMMARY
The proposed ordinance would add Chapter 5.24 to the Sierra Madre Municipal Code to authorize and regulate nonprofit bingo games within the City. The ordinance is necessary because the City’s previous bingo ordinance was removed during the 2023 update to the Business License Ordinance, and state law requires a local ordinance in order for nonprofit organizaitons to legally conduct bingo games.

DISCUSSION & ANALYSIS
Background
In 2023, the City Council adopted Ordinance No. 1468 to modernize and consolidate the City’s business licensing regulaitons.

As part of that update, several chapters of Title 5 were repealed, including Chapter 5.24 (Bingo Games), which had historically regulated charitable bingo operaitons within the City. The removal occurred because the City Attorney’s Office determined that the chapter was outdated and could be addressed through the broader business license framework. However, because the prior bingo chapter was repealed, the Sierra Madre Municipal Code currently does not contain a local ordinance authorizing bingo games.

State Law Requirements
California law generally prohibits gambling unless expressly authorized; however, Aritcle IV, Seciton 19(c) of the California Consittuiton and California Penal Code Seciton 326.5 allow ciites and counites to permit bingo games conducted by qualified nonprofit organizaitons for charitable purposes if authorized by a local ordinance.

Under state law:

Bingo games may only be conducted by eligible nonprofit organizaitons The games must be operated by members of the nonprofit organizaiton Profits must be used only for charitable purposes
Players must be physically present at the game locaiton The value of prizes cannot exceed $500 per game
Importantly, state law allows bingo only if a city adopts an ordinance permiittng the acitvity. Without such an ordinance, charitable bingo games cannot legally occur within the City.

Local Gambling Prohibiiton
The Sierra Madre Municipal Code currently prohibits gambling within the City except where specifically authorized by law. Because there is currently no local ordinance authorizing bingo, nonprofit organizaitons are effecitvely prohibited from conducitng charitable bingo games within the City limits.

Proposed Ordinance No. 1492
The proposed ordinance would add Chapter 5.24 – Bingo Games to Title 5 of the Municipal Code to authorize and regulate nonprofit bingo games consistent with state law.

Key provisions include:

Limiitng bingo operaitons to qualified nonprofit organizaitons Requiring a permit issued by the City
Limiitng prizes to the amount allowed by state law
Requiring proceeds to be used only for charitable purposes Establishing financial recordkeeping requirements
Authorizing inspeciton and enforcement by City officials The ordinance ensures that bingo games conducted within the City comply with both state law and local regulatory requirements while allowing nonprofit organizaitons to use bingo as a fundraising tool.

STRATEGIC PLAN RELATIONSHIP
The proposed ordinance supports the City’s Strategic Plan by advancing the Public Safety objecitve of effecitvely enforcing municipal codes and maintaining regulatory compliance, while also promoitng organizaitonal sustainability through clear and updated municipal code provisions governing nonprofit bingo acitviites.

ENVIRONMENTAL ANALYSIS
The proposed aciton does not consittute as a project under the California Environmental Quality Act (“CEQA”), based on Seciton 15061(b)(3) of the CEQA Guidelines, as it can be determined with certainty that it will have no impact on the environment.

FISCAL IMPACT
The ordinance allows the City to charge a permit fee of up to $50.00 for bingo licenses annually, consistent with California Penal Code Seciton 326.5; however, any such fee is limited to the amount necessary to recover administraitve or public safety costs related to bingo acitviites. The City Council can also choose to waive this fee for non-profits. Therefore, the fiscal impact to the City is expected to be minimal and cost-neutral. Staff will absorb any net cost into the approved annual departmental budget, no addiitonal appropriaiton is requested.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments

1. Business License Ordinance Amendment Staff Report-combined.pdf

2. GC 3265 Bingo games for charity.pdf

3. 2026-03-24 Bingo Ordinance(438961.1).pdf
438961.1
273251.1
ORDINANCE NO. 1492

AN ORDINANCE OF THE CITY OF SIERRA MADRE,
CALIFORNIA, ADDING CHAPTER 5.24 (BINGO GAMES)
TO TITLE 5 (BUSINESS LICENSES AND REGULATIONS)

OF THE SIERRA MADRE MUNICIPAL CODE TO

AUTHORIZE AND REGULATE BINGO GAMES

RECITALS
WHEREAS, Section 19(c) of the California Constitution authorizes the Legislature by statute to permit cities to provide bingo games for charitable purposes; and WHEREAS, California Penal Code Section 326.5 provides that bingo games may be conducted by certain nonprofit organizations when authorized by a local ordinance and conducted in compliance with state law; and
WHEREAS, Section 9.16.010 of the Sierra Madre Municipal Code prohibits gambling within the City except where specifically authorized by law; WHEREAS, the City Council desires to authorize and regulate bingo games conducted by qualified nonprofit organizations in order to ensure such activities are conducted for charitable purposes and in compliance with applicable law.

THEREFORE, THE CITY COUNCIL OF THE CITY OF SIERRA MADRE, CALIFORNIA, DOES ORDAIN AS FOLLOWS:

SECTION 1. Recitals. The Recitals above are true and correct and incorporated herein by this reference.

SECTION 2. Addition. Chapter 5.24 (Bingo Games) of Title 5 (Business Licenses and Regulations) of the Sierra Madre Municipal Code is amended to a read as follows.

Chapter 5.24 – Bingo Games

5.24.010 Authority
This chapter is enacted pursuant to Article IV, Section 19(c) of the California Constitution and California Penal Code Section 326.5 authorizing local governments to permit bingo games conducted for charitable purposes by qualified nonprofit organizations.

5.24.020 Definitions
For purposes of this chapter:
“Bingo game” means a game of chance in which prizes are awarded on the basis of numbers or symbols on a card that correspond to numbers or symbols selected at random and announced by a live caller.
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“Organization” means a nonprofit organization exempt from taxation under the Internal Revenue Code and California Revenue and Taxation Code as specified in California Penal Code Section 326.5.
“Permittee” means an organization authorized by the City to conduct bingo games pursuant to this chapter.

5.24.030 Eligible Organizations
Only the following organizations may apply for a permit to conduct bingo games:

1. Nonprofit organizations exempt from taxation under California Revenue and Taxation Code 23701 et seq. or Section 501 of the Internal Revenue Code.

2. Nonprofit senior citizen organizations.

3. Charitable organizations affiliated with Pasadena Unified School District.

4. Charitable organizations associated with private schools within the City of Sierra Madre.

All bingo proceeds must be used solely for charitable purposes.

5.24.040 Permit Required
A nonprofit organization shall not conduct or operate a bingo game within the City unless it has obtained a bingo permit from the City.

A bingo permit issued pursuant to this chapter shall be valid only for the location specified in the permit.

5.24.050 Application
Applications for bingo permits shall be submitted to the City on forms provided by the City and shall include:

1. Proof of nonprofit tax-exempt status

2. The name and address of the organization

3. The location where bingo games will be conducted

4. The names of persons responsible for conducting the games

5. Any additional information required by the City Manager or Police Chief

5.24.060 Permit Fee
The City may charge a permit fee not to exceed $50 annually, consistent with California Penal Code Section 326.5(l).
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The City may also recover actual costs for law enforcement or public safety services related to bingo activities.

5.24.070 Operational Requirements
All bingo games conducted within the City shall comply with the following:

1. Bingo games shall be open to the public.

2. Games shall be conducted only on property owned, leased, or donated for use by the nonprofit organization or the City of Sierra Madre.

3. The games shall be operated only by members of the organization conducting the games.

4. Members operating the game shall not receive any wage, salary, or profit from the bingo games.

5. Security personnel may be paid from the revenues of bingo games, in accordance with state law.

6. All players must be physically present at the location where the bingo game is conducted.

7. Minors shall not participate in bingo games.

8. The value of prizes shall not exceed $500 per game.

9. The permittee shall include the identification number of the permit issued on any bingo advertisements.

5.24.080 Financial Controls
Organizations conducting bingo games shall:

1. Maintain accurate records of all bingo receipts and expenditures.

2. Deposit all bingo proceeds in a separate account used solely for bingo operations.

3. Use proceeds only for charitable purposes, prizes, permitted overhead expenses, and license fees as authorized by state law.

5.24.090 Inspection and Enforcement
The City Manager, Police Chief, or their authorized representatives may inspect any bingo game or related records to ensure compliance with this chapter and state law.

A bingo permit may be suspended or revoked for:
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1. Violation of California Penal Code Section 326.5

2. Violation of any provision of this chapter

3. False statements in the permit application

4. Conduct that is injurious to the public welfare

5.24.110 Relationship to Gambling Prohibition
Nothing in this chapter shall be interpreted to authorize any form of gambling not expressly permitted under California Penal Code Section 326.5.

All other gambling activities remain prohibited within the City.

SECTION 3. CEQA. The City Council finds that adoption of this ordinance is not a project under the California Environmental Quality Act because per 14 CCR 15378(b)(5) it involves administrative regulatory actions that will not result in physical changes to the environment.

SECTION 4. Severability. If any sections, subsections, subdivisions, paragraph, sentence, clause or phrase of this Ordinance or any part hereof or exhibit hereto is for any reason held to be invalid, such invalidity shall not affect the validity of the remaining portions of this Ordinance or any part thereof or exhibit thereto. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause or phrase hereof, irrespective of the fact that anyone or more sections, subsections, subdivisions, paragraph, sentences, clauses or phrases be declared invalid.

SECTION 5. Certification. Pursuant to Government Code Section 36932, the City Clerk shall certify the passage, approval, and adoption of this Ordinance by the City Council.

SECTION 6. Publication. Pursuant to Government Code Section 36933, the City Clerk shall cause this Ordinance to be published or posted.

SECTION 7. Records. Pursuant to Government Code Section 40801, proof of certification and publication shall be entered in the book of Ordinances of the City Council.

SECTION 8. Effective Date. Pursuant to Government Code Section 36937, this Ordinance shall take effect thirty days after its adoption.

PASSED, APPROVED, AND ADOPTED this __________ day of __________, 2026. __________________________
Kirstine Lowe, Mayor
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I HEREBY CERTIFY that the foregoing Ordinance was introduced by first reading on the ___ day of ______ 2026, and duly adopted at a regular meeting held on the ___ day of ______ 2026, by the City Council of the City of Sierra Madre, California, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:
___________________________
Laura Aguilar, City Clerk

CITY OF
SIERRA
MADRE

STAFF REPORT

PUBLIC WORKS SERVICES
DATE: April 14, 2026
TO: Honorable Mayor and City Council
FROM: Miguel Hernandez, Assistant City Manager
By: Eric Lozick, Management Analyst
SUBJECT:

Ratification of Administrative Increase to Purchase Order No. 26-00174 with Transtech Engineers, Inc. for Interim Public Works Project Management

RECOMMENDATION
It is recommended that the City Council ratify the increase previously applied to Purchase Order No. 26-00174 in the amount of $20,462, increasing the original purchase order amount of $75,000 to a final purchase order amount of $95,462, for Public Works operational and engineering support services previously rendered by Transtech Engineers, Inc.

SUMMARY
During the vacancy in the Public Works Director position, the City engaged Transtech Engineers, Inc. to provide contracted support necessary to maintain continuity of essential Public Works operations. These services included assistance to the Public Works Project Manager, as well as routine engineering functions such as plan review and design evaluation. Purchase Order No. 26-00174 was originally issued in the amount of $75,000 to fund these services.

As services continued through the transition period, the total cost of work performed exceeded the original purchase order amount. Final invoices submitted for services already rendered brought the total cost under Purchase Order No. 26-00174 to $95,462, which is $20,462 above the original authorization. The purchase order has since been fully invoiced and closed. The purpose of this item is to present the previously applied purchase order increase to the City Council for formal ratification and to document the final expenditure associated with this specific purchase order.

This ratification pertains solely to the closeout of Purchase Order No. 26-00174. On January 27, 2026, the City Council separately approved Transtech Engineers, Inc. as one of four on-call engineering firms, authorizing a maximum expenditure of $200,000 for the remaining duration of Fiscal Year 2025/26 through Fiscal Year 2028/29.

Any subsequent services performed under that separate on-call arrangement are administered pursuant to the applicable agreement, task order, and funding source.

DISCUSSION & ANALYSIS
Following the vacancy in the Public Works Director position in late 2025, the City engaged Transtech Engineers, Inc. to provide temporary operational support to maintain continuity in Public Works administration and related engineering review functions. Services billed to this purchase order included contracted leadership support by Brian Dickinson prior to his transition to direct City employment, as well as routine plan check and design review services.

Purchase Order No. 26-00174 was originally issued in the amount of $75,000. Due to the level of departmental support required and the volume of engineering review services performed during the transition period, the total cost of services exceeded the original purchase order authority. The need for the full increase was identified upon receipt and reconciliation of the final January and February 2026 invoices, at which point the total cost of services exceeded the original purchase order amount.

In March 2026, the City received final invoices associated with services billed to Purchase Order No. 26-00174 for January and February, totaling $37,905.50. With receipt of those invoices, the total cost billed under the purchase order reached $95,462. To reconcile the full cost of services previously rendered, the purchase order amount was increased by $20,462, from $75,000 to a final authorized amount of $95,462. The purchase order has since been fully invoiced and closed.

Because these services were already rendered for the benefit of the City, staff is presenting this item to formally ratify the increase previously applied to Purchase Order No. 26-00174 and to document the final expenditure associated with that historical purchase order.

Following the services described in this item, the City Council approved separate Professional Services Agreements for citywide on-call engineering services on January 27, 2026. Under that separate framework, Transtech Engineers, Inc. was awarded a not-to-exceed amount of $200,000. Future invoices related to services performed under the on-call engineering framework are being processed in accordance with the applicable agreement, task order, and funding source.

STRATEGIC PLAN RELATIONSHIP
This action supports the City’s ongoing objective of maintaining continuity of essential Public Works operations and administrative services. The engineering and plan check services associated with this purchase order also support Strategic Plan goals IG 1.4, Improve and Maintain Sidewalks, and IG 1.5, Improve and Maintain Streets, Infrastructure, and Growth Management.

ENVIRONMENTAL ANALYSIS
The proposed action does not constitute a project under the California Environmental Quality Act pursuant to CEQA Guidelines Section 15061(b)(3), as it consists of administrative and fiscal actions related to professional services already rendered and will not result in a direct or reasonably foreseeable indirect physical change in the environment.

FISCAL IMPACT
The recommended action ratifies the administrative increase of Purchase Order No. 26-00174 from $75,000 to $95,462, representing a $20,462 increase. The purchase order has been fully invoiced and is now closed. No additional budget appropriation is required and sufficient funding is available from all funding sources in the adopted FY 2025/26 budget. The $20,462 expenditure was allocated across multiple accounts in accordance with the cost distribution applied to these Public Works services, as follows:

Water (71000.81100.52200): $3,069.30
Sewer (72000.81200.52200): $3,069.30
General Fund (10000.83500.52100): $4,092.40
Gas Tax (38005.83500.52200): $2,046.20
ISF Fleet (60000.83100.52200): $4,092.40
ISF Facilities (60001.83200.52200): $4,092.40
Approved by:
___________________________
Michael Bruckner
City Manager
Attachments

1. Resolution 25-64 Amending the EM Classification Plan and Salary Matrix to Establish Public Works Director-City Engineer Position.pdf

2. Res 25-64 Allocation Attachment PW Director.pdf

3. Transtech PW - PSA.pdf

City of Sierra Madre

AGENDA REPORT
TO: Honorable Mayor and Members of the City Council
FROM: Miguel Hernandez, Assistant City Manager
REVIEWED BY: Michael Bruckner, City Manager
Aleks Giragosian, City Attorney
DATE: October 28, 2025
SUBJECT: RESOLUTION NO. 25-64 REVISING THE CLASSIFICATION

PLAN AND SALARY MATRIX FOR EXECUTIVE

MANAGEMENT

STAFF RECOMMENDATION
It is recommended that the City Council adopt Resolution 25-64 (Attachment 1) amending the Classification Plan and Salary Matrix for Executive Management.

ALTERNATIVES

1. Adopt Resolution 25-64.

2. Provide alternative direction.

SUMMARY
The position of Public Works Director was recently vacated. During that time, the Assistant City Manager has served as Acting Public Works Director. To ensure continuity of operations, the City has contracted with Transtech to provide professional engineering and public works management support, funded through salary savings created by the vacancy and existing contract services budgets.

The Public Works Department is a full-service operation responsible for street maintenance, facility maintenance, fleet management, parks and landscape maintenance, and the City’s water and wastewater utilities. For many years, Public Works and Utilities have operated as a single, combined department; however, the classification and salary range for the Public Works Director has remained largely unchanged during that period.

The current vacancy presents an opportunity to align the Public Works Director role with the department’s scope and service delivery needs. City staff completed:

Robert Parkhurst, Mayor
Kristine Lowe, Mayor Pro Tem
Edward Garcia, Council Member
Gene Goss, Council Member
Kelly Kriebs, Council Member
Sue Spears, City Treasurer

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• An update to the Public Works Director job description to reflect modern responsibilities, including oversight of integrated Public Works/Utilities functions, capital project delivery, regulatory compliance, and asset management; and • A salary study to evaluate the City’s competitiveness for comparable positions in similarly situated agencies.

The updated classification clarifies essential functions, knowledge, skills, and abilities; defines leadership expectations for cross-functional teams; and aligns reporting relationships. The market study informs recommended compensation adjustments, if any, to support recruitment and retention.

The revised Public Works Director/City Engineer classification reflects the City’s current operational needs and ensures compliance with California Business & Professions Code §6730.2(a). That section establishes the Legislature’s intent that the same licensure requirements applied to private-sector professional engineers also apply to state and local agencies, and that at least one licensed engineer be designated as the person in responsible charge of each branch of professional engineering practiced by the agency. This can be achieved by hiring a professional engineer or by contracting for on-call engineering services.

Moreover, engineering deliverables produced for or by the City such as public works plans and specifications, plan checks, hydrology/hydraulic analyses, pavement and traffic studies, and other technical reports, must be reviewed and approved (signed and stamped) by a California-licensed professional engineer with responsible-charge authority. This requirement is fundamental for:
• Legal compliance with state licensure law and professional standards; • Technical quality control, ensuring findings and recommendations are sound, reproducible, and defensible; and
• Risk management, reducing exposure related to design defects, construction claims, and audits.

Recently, the City has not maintained on-call relationships with licensed engineering firms for comprehensive responsible-charge services. Establishing a full-time Public Works Director/City Engineer will:
• Provide continuous responsible-charge coverage for the City’s public works and utilities portfolio;
• Streamline plan check and approvals for capital and development projects; • Improve coordination across streets, facilities, fleet, parks/landscape, water, and wastewater functions; and
• Enhance regulatory compliance and documentation (e.g., QA/QC protocols, stamping, and record retention).

If Council does not adopt the combined Public Works Director/City Engineer role, the City can instead retain a standalone Public Works Director and contract for an on-call licensed professional engineer to serve as the City’s “responsible charge” for defined

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scopes (including signing and stamping plans and studies), or use licensed engineers on a project-by-project basis through task orders to provide responsible-charge review and approvals as needed.

ANALYSIS
City staff completed a comprehensive review of the Public Works Director role and recommends retitling the classification to Public Works Director/City Engineer to reflect current operational needs and responsible-charge requirements. A redlined job description and a clean version are provided as Attachments 2 and 3. As a best practice prompted by the vacancy, staff conducted a salary study of eleven peer agencies (see Attachment 4). The analysis indicates the City’s current salary range for comparable public works leadership positions is approximately 31% below the average and 38% below the median.

The existing 10-step Range 40 for Public Works Director is $10,833 (Step 1) to $13,529 (Step 10) per month. To address the market gap and improve recruitment competitiveness, staff recommends establishing the Public Works Director/City Engineer salary range at Range 405 $13,529 (Step 1) to $17,404 (Step 10). With this adjustment, the position would be 5% below the average and 10% below the median of the market, substantially improving competitiveness while remaining fiscally prudent.

Range Step 1 Step 10
Current $10,833 $13,529
Proposed $13,529 $17,404
Assuming that any incumbent placement would begin at Step 1 in the proposed range, based on the current FY 2025 fully-burdened budgeted salary, the net cost to the City would be approximately $46,289; however, due to the Public Works Director position allocation in support of various funds and activities, the net cost to the General Fund is only estimated at $9,258. The chart below shows the breakdown.

Fund % Allocated Budget Proposed Net
Water 15 $28,209 $35,152 $6,943
Sewer 15 $28,209 $35,152 $6,943
General 20 $37,612 $46,870 $9,258
Gas Tax 10 $18,806 $23,435 $4,629
ISF - Fleet 20 $37,612 $46,870 $9,258
ISF - Facilities 20 $37,612 $46,870 $9,258
TOTAL 100 $188,060 $234,349 $46,289
Additionally, because several Executive Management classifications share the same salary range as the current Public Works Director, it is recommended that the Planning & Community Preservation Director be aligned with the Public Works Director/City Engineer to maintain internal equity within the Executive Management salary scale. Any change to the Planning & Community Preservation Director’s current salary, however,

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will be implemented in conjunction with future fee schedule updates during the FY 2026-2027 budget process to achieve 100% cost recovery.

Based on FY 2024-2025 actuals (unaudited) for the Planning & Community Preservation Department, the department’s cost-recovery performance is as follows:

Permit Revenue $1,525,427
Fire Check Revenue $20,174
Business License $103,042
Total Revenue $1,648,643
Contract Services $907,043
Personnel Costs $693,931
Total Expenditures $1,600,974
Net $47,669
Cost Recovery 103%
Below is the estimated cost to the General Fund to change the Planning & Community Preservation salary schedule to align with the proposed Public Works Director/City Engineer position.

Fund % Allocated Budget Proposed Net
General 100 $192,715 $241,357 $48,642
The net cost to the General Fund for this realignment is approximately $48,642; however, when current fees are adjusted as part of the FY 2026-2027 budget process to account for this change, given the department’s ability to generate 100% cost recovery, there should be minimal impact to the General Fund.

ENVIRONMENTAL (CEQA)
The proposed action does not constitute as a project under the California Environmental Quality Act (“CEQA”), based on Section 15061(b)(4) of the CEQA Guidelines, as this pertains to government fiscal activity which does not involve any commitment to any specific project which may result in a potentially significant physical impact on the environment.

STRATEGIC PLAN CORRELATION
The proposed action aligns with Strategic Plan Strategy OS 1.1 Improve Recruitment Potential and OS 1.3 to Enhance Staff Retention Efforts.

PUBLIC NOTICE PROCESS
This item has been noticed through the regular agenda notification process. Copies of this report can be accessed on the City’s website at sierramadreca.gov.

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FISCAL IMPACT
The estimated impact to the General Fund in the current FY 2025-2026 budget year is approximately $9,258 to amend the salary schedule for the new Public Works/City Engineer position. Future impacts for the Planning & Community Preservation Director position salary change are estimated at $48,642 which will be offset by changes in the City’s fee structure to ensure 100% cost recovery.

Attachments

1. Resolution 25-64

2. Public Works Director/City Engineer – Redline

3. Public Works Director/City Engineer – Clean

4. Public Works Director Position Salary Comparisons

5. Executive Management Salary Matrix

6. Executive Management Salary Matrix
421244.1
RESOLUTION NO. 25-64

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SIERRA MADRE,

CALIFORNIA MODIFYING THE EXECUTIVE MANAGEMENT CLASSIFICATION

PLAN AND SALARY MATRIX

THE CITY COUNCIL OF THE CITY OF SIERRA MADRE DOES HEREBY RESOLVE:

WHEREAS, the City of Sierra Madre’s Classification Plan and Salary Matrix identifies one full-time Public Works Director/Civil Engineer and Planning and Community Preservation Director which are positions of the Executive Management group; and
WHEREAS, the City Council is authorizing creating a new Range 405 for the Public Works Director/Civil Engineer and;
WHEREAS, the City Council is authorizing adding the Planning and Community Preservation Director position in the amended Compensation Plan and Salary Matrix Range 405 on July 1, 2026;
WHEREAS, in the amended Classification Plan and Salary Matrix, the salary, duties, responsibilities, training, and experience for all other positions remain the same;

NOW, THEREFORE, BE IT RESOLVED
SECTION 1. The City Council adopts the amended City of Sierra Madre Classification Plan and Salary Matrix, included herein as Attachments 5 and 6.

SECTION 2. That the changes to the Executive Management Classification Plan and Salary Matrix by placing the Public Works Director/Civil Engineer in the newly created Range 405 will take effect October 28, 2025.

Section 3. That the changes to the Executive Management Classification Plan and Salary Matrix by adding the Planning & Community Preservation Director position in Range 405 effective July 1, 2026.

Passed, Approved and Adopted on the 28
th day of October 2025.

Robert Parkhurst
Mayor, City of Sierra Madre, CA
I, the undersigned, hereby certify that the foregoing Resolution was duly adopted at a regular meeting of the City of Sierra Madre City Council on the 28 th day of October
2025 by the Sierra Madre City Council following a roll call vote:

Ayes
Noes
Absent
Laura Aguilar
City Clerk, City of Sierra Madre, CA
ATTACHMENT 1
Job Description
Job Title: Public Works Director/City Engineer
Department/Division: Public Works Department
Reports To: City Manager
Exemption Status: Exempt
Work Week: Not Applicable
Classification: Not Applicable
Bargaining Group: Executive Management
Date Prepared: August 3, 2023October 1, 2025 (Revised)

GENERAL PURPOSE
Under general administrative direction, to plans, directs, and manages, and oversee the activities and operations of the Public Works Services Department including streets, water, wastewater, engineering, sanitation, fleet, facilities, infrastructure maintenance, capital improvements, and contract services; establishes department goals, objectives, policies, and procedures; to coordinate assigned activities with other City departments and outside agencies; and to provide highly responsible and complex administrative support to the City Manager.

CLASSIFICATION CHARACTERISTICS
Not Applicable

ESSENTIAL FUNCTIONS
The following duties are normal for this position. These are not to be construed as exclusive or all-inclusive. Other duties may be required and assigned.
 Develops, recommends and implements goals, objectives, policies, operating procedures and controls for engineering design and review, capital construction, and inspection, infrastructure and equipment maintenance and related functions.
 Plans, organizes, assigns, directs, reviews and evaluates the work of staff; selects personnel and provides for their training and development; interprets City policies to employees.  Supervises staff in the areas of streets, facilities, fleet, water and wastewater utilities, parks and landscape maintenance.
 May serve as City Engineer or oversees and coordinates the work of City engineering staff or contract professional experts providing technical services to the City; negotiates and administers consultant contracts.  Prepares and administers capital improvement budgets and projects; ensures that such projects are completed within plans, specifications, and budgets and in a timely manner; directs and coordinates public works inspection activities.

City of Sierra Madre
232 W. Sierra Madre Blvd.

Sierra Madre, CA 91024
(626) 355-7135 Fax (626) 355-2251
www.cityofsierramadre.comsierramadreca.gov
 Develops and administers the Department's budgets; oversees and completes the preparation, submission, and implementation of all budgets for building and equipment maintenance, and the water, wastewater, parks, and streets operations; prepares and/or reviews staff reports, contracts, agreements, resolutions, ordinances, and bid documents for the various functions; monitors the approved department budget; coordinates with outside vendors for various supplies and services; requisitions and orders needed materials, parts, and equipment.
 Directs and coordinates the work of staff involved in the maintenance and repair of City streets, storm and sanitary sewers, water production and distribution facilities; landscaped areas, facilities and equipment; recommends and oversees contract maintenance and repair services as appropriate.  Directs and monitors contract services for assessment districts’ maintenance.  Develops and implements work standards, reporting procedures and related internal controls to support effective management of assigned functions.
 Oversees the selection, training, motivation, and evaluation of personnel; assumes responsibility for motivating and evaluating assigned personnel; provides necessary training; initiates disciplinary procedures as is appropriate.
 Maintains complete records of the water system and wastewater collection infrastructure; water sampling and testing; provides coordination of water and wastewater utility programs and projects.  Attends meetings and makes oral presentations before the City Council, commissions, committees, community groups, boards, and other governmental agencies.
 Monitors legislation and developments related to planning, building, and public works related matters; evaluates their impact upon City activities; recommends and implements improved policies and procedures.  Responds to difficult questions and concerns from the general public, contractors, vendors, and outside agencies; provides information as is appropriate and resolves public service or operational complaints; establishes and maintains a customer service orientation within assigned department.  Establishes positive working relationships with representatives of community organizations, state/ local agencies and associations, City management and staff, and the public.

Performs other related duties as required.

 Performs contract administration of public works projects including the technical review and approval of plans, designs and construction.
 Supervises staff in the areas of Streets, Fleet mechanic, Utilities, Parks maintenance; assigns, reviews, plans, and coordinates work, selects new employees; responsible for approving promotions, salary increases, transfers or discharges; performs personnel evaluations;  Enforces rules and regulations governing projects including contractual works records and preparation of required reports;
 Monitors work progress and valuates products, methods and procedures utilized to ensure work is completed in a safe, effective and timely manner;
Establishes work schedules and priorities for staff according to over-all departmental directives and timelines; develops and implements work methods for assigned tasks;
Prepares the Department Budget; monitors and records accounts receivables, purchase requisitions and invoices; Develops and implements the Department's Capital Improvement Program and budget; directs the preparation of plans, specifications, cost estimates and contract documents; oversees the administration of contracts; visits construction sites to ensure conformance to plans; reviews and approves payments and billings for contract services.

Investigates and resolves disputes and complaints from developers, contractors, engineers, and citizens involving public works construction.

Reviews legal descriptions for public easements for street right-of-ways and private properties.

Monitors the condition of the City's infrastructure, including streets, sidewalks, curbs, gutters, storm drains, sewer collection system, water distribution system, buildings, trees, traffic control device, and other related facilities and equipment for maintenance, repair and replacement.

Coordinates engineering and building activities relating to City’s Public Work’s operation; Plans, designs, and reviews the City’s and Community Development Agency’s capital improvement programs and traffic engineering function, including traffic, signage and street light maintenance; Participates in monthly safety meeting and in safety related programs; Develops, implements and maintains departmental goals, objectives, policies and procedures; reviews and evaluates work methods and procedures for improving organizational performance, enhancing services and meeting goals; ensures that goals are achieved.

Plans, directs and develops the Department's work plan; assigns work activities and responsibilities to appropriate department personnel; reviews and evaluates organizational effectiveness and productivity; identifies and resolves problems and/or issues.

Establishes positive working relationships with representatives of community organizations, state/local agencies and associations, City management and staff, and the public.

Performs other related duties as required.

QUALIFICATIONS GUIDELINES
Language Ability and Interpersonal Communication:
 Ability to comprehend and correctly use a variety of informational documents including water quality reports, budget reports, correspondence and development plans;
 Ability to prepare personnel performance evaluations, water productions charts, Waste wastewater productions charts, building permits charts, excavation permits, correspondence and reports to the City Council reports to the City Council;
 Ability to comprehend a variety of reference books and manuals including Subdivision Map Act, City Code book, Green Book, Transportation Handbook, and personnel Rules and Regulationsrelated to civil, water, wastewater, traffic, and transportation engineering;;
 Ability to communicate effectively with coworkers, staff, citizens, City Administrators, and personnel from other agencies, such as Los Angeles County, CALTRANS, State Office of Drinking Water and USDA Soil Conservation orally and in writing.
 Ability to Provide administrative and professional leadership and direction for the Public Works Services Department.
 Develop, implement, and administer goals, objectives, and procedures for providing effective and efficient public works services.
 Plan, organize, direct, and coordinate the work of management, supervisory, professional, technical, and clerical personnel; delegate authority and responsibility.  Select, supervise, train, and evaluate staff.
 Analyze problems, identify alternative solutions, project consequences of proposed actions, and implement recommendations in support of goals.
 Research, analyze, and evaluate new service delivery methods, procedures, and techniques.  Prepare and administer large and complex budgets; allocate limited resources in a cost effective manner.  Prepare clear and concise administrative and financial reports.  Interpret and apply the policies, procedures, laws, codes, and regulations pertaining to assigned programs and functions.
 cCommunicate clearly and concisely, both orally and in writing, and maintain effective working relationships  Ability to interpret, explain, and apply applicable laws, codes, and regulations;  Ability to read, interpret, and record data accurately;  Ability to organize, prioritize, and follow-up on work assignments;  Ability to work independently and as part of a team; and  Ability to make sound decisions within established guidelines and analyze a complex issue and develop and implement an appropriate response.

Education/Training/Experience:

Any combination of education and experience that has provided the knowledge, skills, and abilities, or the equivalent of sSeven years of progressively responsible experience in public works, public utility, city engineering, administration, operation, methods and procedures and including construction, drafting, and budgeting; at least two three years in supervisory capacity. Equivalent to graduation from a four year college or university with major coursework in; a bachelor’s degree in cCivil eEngineering or a related field. Master’s degree is highly desirable. ; or any equivalent combination of training and experience which provide the required skills, knowledge and abilities Licenses; Certificates; Special Requirements:

Registration in the State of California as a Professional Civil Engineer is preferred but not required. A valid Class C California driver’s license or higher.

PHYSICAL AND MENTAL DEMANDS
The physical and mental demands described here are representative of those that must be met by employees to successfully perform the essential functions of this class. Reasonable accommodations may be made to enable individuals with disabilities to perform the essential functions.

PYSICAL DEMANDS:

While performing the duties of this job, the employee is regularly required to use hands to finger, handle, feel or operate objects, tools or controls; reach with hands and arms; stand; talk and hear; walk; sit; climb or balance; stoop, kneel, crouch or crawl; and lift or move up to 100 50 pounds.

Specific vision abilities required by this job include close vision, distance vision, color vision, peripheral vision, depth perception and the ability to adjust focus.

MENTAL DEMANDS:

While performing the duties of this class, employees are regularly required to use written and oral communication skills; read and interpret data, information and documents; analyze and solve problems; use math and mathematical reasoning; observe and interpret situations; learn and apply new information or new skills; work under deadlines with constant interruptions; interact with City staff and other organizations; and frequently deal with dissatisfied or quarrelsome individuals.

WORK ENVIRONMENT
While performing the duties of this job, the employee regularly works in outside weather conditions. The employee is regularly exposed to wet and/or humid conditions, traffic, and risk of electrical shock. The noise level in the work environment is usually moderate.

DISASTER SERVICE WORKERS
All City of Sierra Madre employees are designated Disaster Service Workers through state and local law (California Government Code Section 3100-3109). Employment with the City requires the affirmation of a loyalty oath to this effect. Employees are required to complete all Disaster Service Worker-related training as assigned, and to return to work in the event of an emergency.

EQUAL OPPORTUNITY EMPLOYER
The City of Sierra Madre is an Equal Opportunity Employer. In compliance with the Americans With Disabilities Act, the City of Sierra Madre will provide reasonable accommodations to qualified individuals with disabilities and encourages both prospective employees and incumbents to discuss potential accommodations with the employer.

This Job Description has been prepared for the City of Sierra Madre for using in planning, staffing, budgeting and/or evaluation of employees. It also provides employees with guide to the duties they are expected to effectively perform in the course of their employment with the City of Sierra Madre.

I have read the Job Description and believe that it does accurately define the job.

Employee Signature Date
Department Head / Supervisor Signature Date
Job Description
Job Title: Public Works Director/City Engineer
Department/Division: Public Works Department
Reports To: City Manager
Exemption Status: Exempt
Work Week: Not Applicable
Classification: Not Applicable
Bargaining Group: Executive Management
Date Prepared: October 1, 2025 (Revised)

GENERAL PURPOSE
Under administrative direction, plans, directs, and manages, the activities and operations of the Public Works Department including streets, water, wastewater, engineering, sanitation, fleet, facilities, infrastructure maintenance, capital improvements, and contract services; establishes department goals, objectives, policies, and procedures; to coordinate assigned activities with other City departments and outside agencies; and to provide highly responsible and complex administrative support to the City Manager.

CLASSIFICATION CHARACTERISTICS
Not Applicable

Sierra Madre, CA 91024
(626) 355-7135
sierramadreca.gov
and streets operations; prepares and/or reviews staff reports, contracts, agreements, resolutions, ordinances, and bid documents for the various functions; monitors the approved department budget; coordinates with outside vendors for various supplies and services; requisitions and orders needed materials, parts, and equipment.
 Directs and coordinates the work of staff involved in the maintenance and repair of City streets, storm and sanitary sewers, water production and distribution facilities; landscaped areas, facilities and equipment; recommends and oversees contract maintenance and repair services as appropriate.  Directs and monitors contract services for assessment districts’ maintenance.  Develops and implements work standards, reporting procedures and related internal controls to support effective management of assigned functions.
 Oversees the selection, training, motivation, and evaluation of personnel; assumes responsibility for motivating and evaluating assigned personnel; provides necessary training; initiates disciplinary procedures as is appropriate.
 Maintains complete records of the water system and wastewater collection infrastructure; water sampling and testing; provides coordination of water and wastewater utility programs and projects.  Attends meetings and makes oral presentations before the City Council, commissions, committees, community groups, boards, and other governmental agencies.
 Monitors legislation and developments related to planning, building, and public works related matters; evaluates their impact upon City activities; recommends and implements improved policies and procedures.  Responds to difficult questions and concerns from the general public, contractors, vendors, and outside agencies; provides information as is appropriate and resolves public service or operational complaints; establishes and maintains a customer service orientation within assigned department.  Establishes positive working relationships with representatives of community organizations, state/ local agencies and associations, City management and staff, and the public.  Performs other related duties as required.

Any combination of education and experience that has provided the knowledge, skills, and abilities, or the equivalent of seven years of progressively responsible experience in public works, public utility, city engineering, administration, operation, methods and procedures and including construction, drafting, and budgeting; at least three years in supervisory capacity. Equivalent to graduation from a four year college or university with major coursework in civil engineering or a related field. Master’s degree is highly desirable.

Licenses; Certificates; Special Requirements:

Registration in the State of California as a Professional Civil Engineer is preferred but not required. A valid Class C California driver’s license or higher.

PYSICAL DEMANDS:

Specific vision abilities required by this job include close vision, distance vision, color vision, peripheral vision, depth perception and the ability to adjust focus.

MENTAL DEMANDS:

I have read the Job Description and believe that it does accurately define the job.

Employee Signature Date
Department Head / Supervisor Signature Date

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6

PROFESSIONAL SERVICES AGREEMENT

FOR CONSULTANT SERVICES
(City of Sierra Madre / Transtech)

1. IDENTIFICATION
This PROFESSIONAL SERVICES AGREEMENT (“Agreement”) is entered into by and between the City of Sierra Madre, a California municipal corporation (“City”), and Transtech Engineers, Inc., a California corporation (“Consultant”).

2. RECITALS

2.1. City has determined that it requires the following professional services from a consultant: professional support services including consulting and advice to Assistant City Manager in carrying out Acting Public Works Director duties.

2.2. Consultant represents that it is fully qualified to perform such professional services by virtue of its experience and the training, education and professional skill of its principals and employees. Consultant further represents that it is willing to accept responsibility for performing such services in accordance with the terms and conditions set forth in this Agreement.

2.3. Consultant represents that it has no known relationships with third parties, City Council members, or employees of City which would (1) present a conflict of interest with the rendering of services under this Agreement under Government Code Section 1090, the Political Reform Act (Government Code Section 81000 et seq.), or other applicable law, (2) prevent Consultant from performing the terms ofthis Agreement, or (3) present a significant opportunity for the disclosure of confidential information.

NOW, THEREFORE, for and in consideration of the mutual covenants and conditions herein contained, City and Consultant agree as follows:

3. DEFINITIONS

3.1. “Scope of Services”: Such professional services as are set forth in Consultant’s October 6, 2025 proposal to City attached hereto as Exhibit A and incorporated herein by this reference.

3.2. “Agreement Administrator”: The Agreement Administrator for this project is Assistant City Manager Miguel Hernandez. The Agreement Administrator shall be the principal point of contact at the City for this project. All services under this Agreement shall be performed at the request of the Agreement Administrator. The Agreement Administrator will establish the timetable for completion of services and any interim milestones. City reserves the right to change this designation upon written notice to Consultant
Professional Services Agreement – Consultant Services

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6

3.3. “Approved Fee Schedule”: Consultant’s compensation rates are set forth in the fee schedule attached hereto as Exhibit B and incorporated herein by this reference. This fee schedule shall remain in effect for the duration of this Agreement unless modified in writing by mutual agreement of the parties.

3.4. “Maximum Amount”: The highest total compensation and costs payable to Consultant by City under this Agreement. The Maximum Amount under this Agreement is Seventy Five Thousand Dollars ($75,000).

3.5. “Commencement Date”: October 27, 2025.

3.6. “Termination Date”: October 27, 2026.

4. TERM
The term of this Agreement shall commence at 12:00 a.m. on the Commencement Date and shall expire at 11:59 p.m. on the Termination Date unless extended by written agreement of the parties or terminated earlier under Section 16 (“Termination”) below. Consultant may request extensions of time to perform the services required hereunder. Such extensions shall be effective if authorized in advance by City in writing and incorporated in written amendments to this Agreement.

5. CONSULTANT’S DUTIES

5.1. Services. Consultant shall perform the services identified in the Scope of Services. City shall have the right to request, in writing, changes in the Scope of Services. Any such changes mutually agreed upon by the parties, and any corresponding increase or decrease in compensation, shall be incorporated by written amendment to this Agreement.

5.2. Coordination with City. In performing services under this Agreement, Consultant shall coordinate all contact with City through its Agreement Administrator.

5.3. Budgetary Notification. Consultant shall notify the Agreement Administrator, in writing, when fees and expenses incurred under this Agreement have reached eighty percent (80%) of the Maximum Amount. Consultant shall concurrently inform the Agreement Administrator, in writing, of Consultant’s estimate of total expenditures required to complete its current assignments before proceeding, when the remaining work on such assignments would exceed the Maximum Amount.

5.4. Business License. Consultant shall obtain and maintain in force a City business license for the duration of this Agreement.

5.5. Professional Standards. Consultant shall perform all work in a manner consistent with the professional skill and care ordinarily provided by members of Consultant’s profession practicing in the same or similar locality under the same or similar circumstances and in a manner reasonably satisfactory to City. Consultant shall keep Professional Services Agreement – Consultant Services

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 itself fully informed of and in compliance with all local, state, and federal laws, rules, and regulations in any manner affecting the performance of this Agreement, including all Cal/OSHA requirements, the conflict of interest provisions of Government Code § 1090 and the Political Reform Act (Government Code § 81000 et seq.).

5.6. Avoid Conflicts. During the term of this Agreement, Consultant shall not perform any work for another person or entity for whom Consultant was not working at the Commencement Date if such work would present a conflict interfering with performance under this Agreement. However, City may consent in writing to Consultant’s performance of such work.

5.7. Campaign Contributions. This Agreement is subject to Government Code Section 84308. Consultant shall disclose any contribution in an amount of more than two hundred fifty dollars ($250) made within the preceding 12 months by the Consultant or the Consultant’s agent to a City Officer or his or her committee. In the case of a contribution, Consultant shall request and provide a signed copy of the Campaign Contribution Disclosure Form to the City prior to, or concurrent with, the Consultant’s execution of this Agreement.

5.8. Appropriate Personnel. Consultant has, or will secure at its own expense, all personnel required to perform the services identified in the Scope of Services. All such services shall be performed by Consultant or under its supervision, and all personnel engaged in the work shall be qualified to perform such services. Assistant City Manager Miguel Hernandez shall be Consultant’s project administrator and shall have direct responsibility for coordination of Consultant’s performance under this Agreement. No change shall be made in Consultant’s project administrator without City’s prior written consent.

5.9. Substitution of Personnel. Any persons named in the proposal or Scope of Services constitutes a promise to the City that those persons will perform and coordinate their respective services under this Agreement. Should one or more of such personnel become unavailable, Consultant may substitute other personnel of at least equal competence upon written approval of City. If City and Consultant cannot agree as to the substitution of key personnel, City may terminate this Agreement for cause.

5.10. Permits and Approvals. Consultant shall obtain, at its sole cost and expense, all permits and regulatory approvals necessary for Consultant’s performance of this Agreement. This includes, but shall not be limited to, professional licenses, encroachment permits and building and safety permits and inspections.

5.11. Notification of Organizational Changes. Consultant shall notify the Agreement Administrator, in writing, of any change in name, ownership or control of Consultant’s firm or of any subcontractor. Change of ownership or control of Consultant’s firm may require an amendment to this Agreement.

5.12. Records. Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to Professional Services Agreement – Consultant Services

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 charges for services or expenditures and disbursements charged to City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such documents shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of City. In addition, pursuant to Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds ten thousand dollars, all such documents and this Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of City, for a period of three (3) years after final payment under this Agreement.

5.13. Skilled and Trained Workforce Requirement. When the use of a skilled and trained workforce is required to complete a contract pursuant to existing law, this contract is subject to such requirement and Consultant agrees to use a skilled and trained workforce.

5.14. Conflict of Interest Disclosure. Pursuant to Government Code Section 1097.6, subdivision (c)(1), “[The] [C]onsultant’s duties and services under this agreement shall not include preparing or assisting the public entity with any portion of the public entity’s preparation of a request for proposals, request for qualifications, or any other solicitation regarding a subsequent or additional contract with the public entity. The public entity entering this agreement shall at all times retain responsibility for public contracting, including with respect to any subsequent phase of this project. [C]onsultant’s participation in the planning, discussions, or drawing of project plans or specifications shall be limited to conceptual, preliminary, or initial plans or specifications. [C]onsultant shall cooperate with the public entity to ensure that all bidders for a subsequent contract on any subsequent phase of this project have access to the same information, including all conceptual, preliminary, or initial plans or specifications prepared by [Consultant] pursuant to this agreement.”

6. SUBCONTRACTING

6.1. General Prohibition. This Agreement covers professional services of a specific and unique nature. Except as otherwise provided herein, Consultant shall not assign or transfer its interest in this Agreement or subcontract any services to be performed without amending this Agreement.

6.2. Consultant Responsible. Consultant shall be responsible to City for all services to be performed under this Agreement.

6.3. Identification in Fee Schedule. All subcontractors shall be specifically listed and their billing rates identified in the Approved Fee Schedule, Exhibit B. Any changes must be approved by the Agreement Administrator in writing as an amendment to this Agreement.

6.4. Compensation for Subcontractors. City shall pay Consultant for work performed by its subcontractors, if any, only at Consultant’s actual cost plus an approved mark-up as Professional Services Agreement – Consultant Services

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 set forth in the Approved Fee Schedule, Exhibit B. Consultant shall be liable and accountable for any and all payments, compensation, and federal and state taxes to all subcontractors performing services under this Agreement. City shall not be liable for any payment, compensation, or federal and state taxes for any subcontractors.

7. COMPENSATION

7.1. General. City agrees to compensate Consultant for the services provided under this Agreement, and Consultant agrees to accept payment in accordance with the Fee Schedule in full satisfaction for such services. Compensation shall not exceed the Maximum Amount. Consultant shall not be reimbursed for any expenses unless provided for in this Agreement or authorized in writing by City in advance.

7.2. Invoices. Consultant shall submit to City an invoice, on a monthly basis or as otherwise agreed to by the Agreement Administrator, for services performed pursuant to this Agreement. Each invoice shall identify the Maximum Amount, the services rendered during the billing period, the amount due for the invoice, and the total amount previously invoiced. All labor charges shall be itemized by employee name and classification/position with the firm, the corresponding hourly rate, the hours worked, a description of each labor charge, and the total amount due for labor charges.

7.3. Taxes. City shall not withhold applicable taxes or other payroll deductions from payments made to Consultant except as otherwise required by law. Consultant shall be solely responsible for calculating, withholding, and paying all taxes.

7.4. Disputes. The parties agree to meet and confer at mutually agreeable times to resolve any disputed amounts contained in an invoice submitted by Consultant.

7.5. Additional Work. Consultant shall not be reimbursed for any expenses incurred for work performed outside the Scope of Services unless prior written approval is given by the City through a fully executed written amendment. Consultant shall not undertake any such work without prior written approval of the City.

7.6. City Satisfaction as Precondition to Payment. Notwithstanding any other terms of this Agreement, no payments shall be made to Consultant until City is satisfied that the services are satisfactory.

7.7. Right to Withhold Payments. If Consultant fails to promptly satisfy an indemnity obligation described in Section 11, City shall have the right to withhold payments under this Agreement to offset that amount.

8. OWNERSHIP OF WRITTEN PRODUCTS
All reports, documents or other written material, and all electronic files, including computeraided design files, developed by Consultant in the performance of this Agreement (such written material and electronic files are collectively known as “written materials”) shall be and remain the property of City without restriction or limitation upon its use or dissemination by City except as Professional Services Agreement – Consultant Services

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 provided by law. If City modifies or uses the written materials for purposes other than that for which they were prepared, it does so at its sole risk and without liability to Consultant. Consultant may take and retain copies of such written products as desired, but no such written materials shall be the subject of a copyright application by Consultant.

9. RELATIONSHIP OF PARTIES

9.1. General. Consultant is, and shall at all times remain as to City, a wholly independent contractor.

9.2. No Agent Authority. Consultant shall have no power to incur any debt, obligation, or liability on behalf of City or otherwise to act on behalf of City as an agent. Neither City nor any of its agents shall have control over the conduct of Consultant or any of Consultant’s employees, except as set forth in this Agreement. Consultant shall not represent that it is, or that any of its agents or employees are, in any manner employees of City.

9.3. Independent Contractor Status. Under no circumstances shall Consultant or its employees look to the City as an employer. Consultant shall not be entitled to any benefits. City makes no representation as to the effect of this independent contractor relationship on Consultant’s previously earned California Public Employees Retirement System (“CalPERS”) retirement benefits, if any, and Consultant specifically assumes the responsibility for making such a determination. Consultant shall be responsible for all reports and obligations regarding Consultant’s employees including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers’ compensation, and other applicable federal and state taxes.

9.4. Indemnification of CalPERS Determination. In the event that Consultant or any employee, agent, or subcontractor of Consultant providing services under this Agreement claims or is determined by a court of competent jurisdiction or CalPERS to be eligible for enrollment in CalPERS as an employee of the City, Consultant shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for CalPERS benefits on behalf of Consultant or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contributions, which would otherwise be the responsibility of City.

10. INDEMNIFICATION

10.1. Definitions. For purposes of this Section 10, “Consultant” shall include Consultant, its officers, employees, servants, agents, or subcontractors, or anyone directly or indirectly employed by either Consultant or its subcontractors, in the performance of this Agreement. “City” shall include City, its officers, agents, employees and volunteers.

10.2. Consultant to Indemnify City. To the fullest extent permitted by law, Consultant shall indemnify, hold harmless, and defend City from and against any and all claims, losses, costs or expenses for any personal injury or property damage to the extent arising out Professional Services Agreement – Consultant Services

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 of or in connection with Consultant’s negligence, recklessness or willful misconduct.

Consultant’s obligation to defend City shall not be upfront, but rather a reimbursement of the attorneys’ fees and costs incurred by City to the extent they arise out of Consultant’s negligence, recklessness, or willful misconduct, or as the parties otherwise agree in settlement.

10.3. Scope of Indemnity. Personal injury shall include injury or damage due to death or injury to any person, whether physical, emotional, consequential or otherwise, Property damage shall include injury to any personal or real property. Consultant shall not be required to indemnify City for such loss or damage as is caused by the sole or active negligence or willful misconduct of the City.

10.4. Attorneys Fees. Such costs and expenses shall include reasonable attorneys’ fees for counsel of City’s choice, expert fees and all other costs and fees of litigation.

10.5. Intentionally omitted.

10.6. Waiver of Statutory Immunity. The obligations of Consultant under this Section 10 are not limited by the provisions of any workers’ compensation act or similar act.

Consultant expressly waives its statutory immunity under such statutes or laws as to City.

10.7. Indemnification by Subcontractors. Consultant agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this Section 10 from each and every subcontractor or any other person or entity involved in the performance of this Agreement on Consultant’s behalf.

10.8. Insurance Not a Substitute. City does not waive any indemnity rights by accepting any insurance policy or certificate required pursuant to this Agreement. Consultant’s indemnification obligations apply regardless of whether or not any insurance policies are determined to be applicable to the claim, demand, damage, liability, loss, cost or expense.

11. INSURANCE

11.1. Insurance Required. Consultant shall maintain insurance as described in this section and shall require all of its subcontractors, consultants, and other agents to do the same.

Approval of the insurance by the City shall not relieve or decrease any liability of Consultant Any requirement for insurance to be maintained after completion of the work shall survive this Agreement.

11.2. Documentation ofInsurance. City will not execute this agreement until it hasreceived a complete set of all required documentation of insurance coverage. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant’s obligation to provide them. Consultant shall file with City:

Professional Services Agreement – Consultant Services

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 • Certificate of Insurance, indicating companies acceptable to City, with a Best’s Rating of no less than A:VII showing. The Certificate of Insurance must include the following reference: Assistant City Manager Consulting. • Documentation of Best’s rating acceptable to the City. • Original endorsements effecting coverage for all policies required by this Agreement.
• Complete, certified copies of all required insurance policies, including endorsements affecting the coverage.

11.3. Coverage Amounts. Insurance coverage shall be at least in the following minimum amounts:
• Professional Liability Insurance:
• General Liability:
• General Aggregate:
• Products Comp/Op Aggregate
• Personal & Advertising Injury
• Each Occurrence
• Fire Damage (any one fire)
• Medical Expense (any 1 person)
• Workers’ Compensation:
• Workers’ Compensation
• EL Each Accident
• EL Disease - Policy Limit
• EL Disease - Each Employee
Automobile Liability
• Any vehicle, combined single limit
$1,000,000 per occurrence,
$2,000,000 aggregate
$2,000,000
$2,000,000
$1,000,000
$1,000,000
$ 50,000
$ 5,000
Statutory Limits
$1,000,000
$1,000,000
$1,000,000 x-- Initia
$1,000,000
Any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements or limits shall be available to the additional insured. Furthermore, the requirements for coverage and limits shall be the greater of (1) the minimum coverage and limits specified in this Agreement, or (2) the broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured

11.4. General Liability Insurance. Commercial General Liability Insurance shall be no less broad than ISO form CG 00 01. Coverage must be on a standard Occurrence form.

Claims-Made, modified, limited or restricted Occurrence forms are not acceptable.

11.5. Worker’s Compensation Insurance. Consultant is aware of the provisions of Section 3700 of the Labor Code which requires every employer to carry Workers’ Compensation (or to undertake equivalent self-insurance), and Consultant will comply with such provisions before commencing the performance of the work of this Agreement. If such insurance is underwritten by any agency other than the State Professional Services Agreement – Consultant Services

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 Compensation Fund, such agency shall be a company authorized to do business in the State of California.

11.6. Automobile Liability Insurance. Covered vehicles shall include owned if any, nonowned, and hired automobiles and, trucks.

11.7. Professional Liability Insurance or Errors & Omissions Coverage. The deductible or self-insured retention may not exceed $50,000. Ifthe insurance is on a Claims-Made basis, the retroactive date shall be no later than the commencement of the work.

Coverage shall be continued for two years after the completion of the work by one of the following: (1) renewal of the existing policy; (2) an extended reporting period endorsement; or (3) replacement insurance with a retroactive date no later than the commencement of the work under this Agreement.

11.8. Claims-Made Policies. If any of the required policies provide coverage on a claimsmade basis the Retroactive Date must be shown and must be before the date of the contract or the beginning of contract work. Claims-Made Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the contract effective date, the Consultant must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work.

11.9. Additional Insured Endorsements. The City, its City Council, Commissions, officers, and employees of Sierra Madre must be endorsed as an additional insured for each policy required herein, other than Professional Errors and Omissions and Worker’s Compensation, for liability arising out of ongoing and completed operations by or on behalf of the Consultant. Consultant’s insurance policies shall be primary as respects any claims related to or as the result of the Consultant’s work. Any insurance, pooled coverage or self-insurance maintained by the City, its elected or appointed officials, directors, officers, agents, employees, volunteers, or consultants shall be noncontributory. General liability coverage can be provided using an endorsement to the Consultant’s insurance at least as broad as ISO Form CG 20 10 11 85 or both CG 20 10 and CG 20 37.

11.10. Failure to Maintain Coverage. In the event any policy is canceled prior to the completion of the project and the Consultant does not furnish a new certificate of insurance priorto cancellation, City has the right, but not the duty, to obtain the required insurance and deduct the premium(s) from any amounts due the Consultant under this Agreement. Failure of the Consultant to maintain the insurance required by this Agreement, or to comply with any of the requirements of this section, shall constitute a material breach of this Agreement.

11.11. Notices. Consultant shall provide immediate written notice if (1) any of the required insurance policies is terminated; (2) the limits of any of the required policies are reduced; (3) or the deductible or self-insured retention is increased. Consultant shall provide no less than 30 days’ notice of any cancellation or material change to policies Professional Services Agreement – Consultant Services

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 required by this Agreement. Consultant shall provide proof that cancelled or expired policies of insurance have been renewed or replaced with other policies providing at least the same coverage. Such proof will be furnished at least two weeks prior to the expiration of the coverages. The name and address for Additional Insured Endorsements, Certificates of Insurance and Notices of Cancellation is: City of Sierra Madre, Attn: City Manager 232 W. Sierra Madre Blvd., Sierra Madre, CA 91024.

11.12. Consultant’s Insurance Primary. The insurance affording Additional Insured coverage provided by Consultant, including all endorsements, shall be primary to any coverage available to City. Any insurance or self-insurance maintained by City and/or its officers, employees, agents or volunteers, shall be in excess of Consultant’s insurance and shall not contribute with it.

11.13. Waiver of Subrogation. Consultant hereby waives all rights ofsubrogation against the City. Consultant shall additionally waive such rights either by endorsement to each policy or provide proof of such waiver in the policy itself.

11.14. Report of Claims to City. Consultant shall report to the City, in addition to the Consultant’s insurer, any and all insurance claims submitted to Consultant’s insurer in connection with the services under this Agreement.

11.15. Premium Payments and Deductibles. Consultant must disclose all deductibles and self-insured retention amounts to the City. The City may require the Consultant to provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within retention amounts. Ultimately, City must approve all such amounts prior to execution of this Agreement. City has no obligation to pay any premiums, assessments, or deductibles under any policy required in this Agreement.

Consultant shall be responsible for all premiums and deductibles in all of Consultant’s insurance policies. The amount of deductibles for insurance coverage required herein are subject to City’s approval.

11.16. Duty to Defend and Indemnify. Consultant’s duties to defend and indemnify City under this Agreement shall not be limited by the foregoing insurance requirements and shall survive the expiration or early termination of this Agreement.

12. MUTUAL COOPERATION

12.1. City Cooperation in Performance. City shall provide Consultant with all pertinent data, documents and other requested information as is reasonably available for the proper performance of Consultant’s services under this Agreement.

12.2. Consultant Cooperation in Defense of Claims. If any claim or action is brought against City relating to Consultant’s performance in connection with this Agreement, Consultant shall render any reasonable assistance that City may require in the defense of that claim or action.

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13. NOTICES
Any notices, bills, invoices, or reports required by this Agreement shall be deemed received on: (i) the day of delivery if delivered by hand, email, or overnight courier service during Consultant’s and City’s regular business hours; or (ii) on the third business day following deposit in the United States mail if delivered by mail, postage prepaid, to the addresses listed below (or to such other addresses as the parties may, from time to time, designate in writing).

If to City
Miguel Hernandez
City of Sierra Madre
Assistant City Manager
232 W. Sierra Madre Blvd.

Sierra Madre, CA 91024
Telephone: (626) 355-7135
Email: [email protected]
With courtesy copy to:

Aleks R. Giragosian, Esq.

Sierra Madre City Attorney
Colantuono, Highsmith & Whatley, PC
790 E. Colorado Blvd.., Ste. 850
Pasadena, Angeles, CA 91101
Telephone: (213) 542-5700
Email: [email protected]

14. SURVIVING COVENANTS
If to Consultant
Ahmad Ansari
Transtech Engineers, Inc.
13367 Benson Ave.

Chino, CA 91710
Telephone: 909-595-8599
Email: [email protected]
The parties agree that the covenants contained in Section 5.11 (Records), Section 10.4 (Indemnification of CalPERS Determination), Section 11 (Indemnification), Section 12.8 (ClaimsMade Policies), paragraph 12.13 (Waiver of Subrogation), Section 13.2 (Consultant Cooperation in Defense of Claims), Section 15 (Surviving Covenants), Section 17 (Interpretation of Agreement), and Section 18 (General Provisions) of this Agreement shall survive the expiration or termination of this Agreement, subject to the provisions and limitations of this Agreement and all otherwise applicable statutes of limitations and repose.

15. TERMINATION

15.1. City Termination. City may terminate this Agreement for any reason on five calendar days’ written notice to Consultant. Consultant agrees to cease all work under this Agreement on or before the effective date of any notice of termination. All City data, documents, objects, materials or other tangible things shall be returned to City upon the termination or expiration of this Agreement.

15.2. Consultant Termination. Consultant may terminate this Agreement for a material breach of this Agreement by the City upon 30 days’ notice.

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15.3. Compensation Following Termination. Upon termination, Consultant shall be paid based on the work satisfactorily performed at the time of termination. In no event shall Consultant be entitled to receive more than the amount that would be paid to Consultant for the full performance of the services required by this Agreement. The City shall have the benefit of such work as may have been completed up to the time of such termination.

15.4. Remedies. City retains any and all available legal and equitable remedies for Consultant’s breach of this Agreement.

16. INTERPRETATION OF AGREEMENT

16.1. Governing Law. This Agreement shall be governed and construed in accordance with the laws of the State of California.

16.2. Integration of Exhibits. All documents referenced as exhibits in this Agreement are hereby incorporated into this Agreement. In the event of any material discrepancy between the provisions of this Agreement and its exhibits, the provisions of this Agreement shall prevail. In the event of any material discrepancy between the express provisions of this Agreement and the exhibits of this Agreement, the provisions of this Agreement shall prevail. This instrument contains the entire Agreement between City and Consultant with respect to the transactions contemplated herein. No other prior oral or written agreements are binding upon the parties. Amendments hereto or deviations herefrom shall be effective and binding only if made in writing and executed on by City and Consultant.

16.3. Headings. The headings and captions appearing at the commencement of the sections hereof, and in any paragraph thereof, are descriptive only and for convenience in reference to this Agreement. Should there be any conflict between such heading, and the section or paragraph thereof at the head of which it appears, the language of the section or paragraph shall control and govern in the construction of this Agreement.

16.4. Pronouns. Masculine or feminine pronouns shall be substituted for the neuter form and vice versa, and the plural shall be substituted for the singular form and vice versa, in any place or places herein in which the context requires such substitution(s).

16.5. Severability. If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be invalid or unenforceable, then such term or provision shall be amended to, and solely to the extent necessary to, cure such invalidity or unenforceability, and shall be enforceable in its amended form. In such event, the remainder of this Agreement, or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected, and each term and provision of this Agreement shall be valid and be enforced to the fullest extent permitted by law.

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16.6. No Presumption Against Drafter. Each party had an opportunity to consult with an attorney in reviewing and drafting this agreement. Any uncertainty or ambiguity shall not be construed for or against any party based on attribution of drafting to any party.

17. CONFLICT OF INTEREST DISCLOSURE
Pursuant to Government Code Section 1097.6, subdivision (c)(1), “[The] [C]onsultant’s duties and services under this agreement shall not include preparing or assisting the public entity with any portion of the public entity’s preparation of a request for proposals, request for qualifications, or any other solicitation regarding a subsequent or additional contract with the public entity. The public entity entering this agreement shall at all times retain responsibility for public contracting, including with respect to any subsequent phase of this project. [C]onsultant’s participation in the planning, discussions, or drawing of project plans or specifications shall be limited to conceptual, preliminary, or initial plans or specifications. [C]onsultant shall cooperate with the public entity to ensure that all bidders for a subsequent contract on any subsequent phase of this project have access to the same information, including all conceptual, preliminary, or initial plans or specifications prepared by [Consultant] pursuant to this agreement.”

18. CAMPAIGN CONTRIBUTIONS
This Agreement is subject to Government Code Section 84308. Consultant shall disclose any contribution in an amount of more than two hundred fifty dollars ($250) made within the preceding 12 months by the Consultant or the Consultant’s agent to a City Officer or his or her committee.

In the case of a contribution, Consultant shall request and provide a signed copy of the Campaign Contribution Disclosure Form to the City prior to, or concurrent with, the Consultant’s execution of this Agreement.

19. GENERAL PROVISIONS

19.1. Confidentiality. All data, documents, discussion, or other information developed or received by Consultant for performance of this Agreement are deemed confidential and Consultant shall not disclose it without prior written consent by City. City shall grant such consent if disclosure is legally required. All City data shall be returned to City upon the termination or expiration of this Agreement.

19.2. Conflicts of Interest. Consultant maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. Consultant further agrees to file, or shall cause its employees or subcontractor to file, a Statement of Economic Interest with the City’s Filing Officer if required under state law in the performance of the services. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer, or employee of City, during the term Professional Services Agreement – Consultant Services

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

19.3. Non-assignment. Consultant shall not delegate, transfer, subcontract or assign its duties or rights hereunder, either in whole or in part, without City’s prior written consent, and any attempt to do so shall be void and of no effect. City shall not be obligated or liable under this Agreement to any party other than Consultant.

19.4. Binding on Successors. This Agreement shall be binding on the successors and assigns of the parties.

19.5. No Third-Party Beneficiaries. Except as expressly stated herein, there is no intended third-party beneficiary of any right or obligation assumed by the parties.

19.6. Time of the Essence. Time is of the essence for each and every provision of this Agreement.

19.7. Non-Discrimination. Consultant shall not discriminate against any employee or applicant for employment because of race, sex (including pregnancy, childbirth, or related medical condition), creed, national origin, color, disability as defined by law, disabled veteran status, Vietnam veteran status, religion, age (40 and above), medical condition (cancer-related), marital status, ancestry, or sexual orientation. Employment actions to which this provision applies shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; or in terms, conditions or privileges of employment, and selection for training. Consultant agrees to post in conspicuous places, available to employees and applicants for employment, the provisions of this nondiscrimination clause.

19.8. Waiver. No provision, covenant, or condition of this Agreement shall be deemed to have been waived by City or Consultant unless in writing signed by one authorized to bind the party asserted to have consented to the waiver. The waiver by City or Consultant of any breach of any provision, covenant, or condition of this Agreement shall not be deemed to be a waiver of any subsequent breach of the same or any other provision, covenant, or condition.

19.9. Excused Failure to Perform. Consultant shall not be liable for any failure to perform if Consultant presents acceptable evidence, in City’s sole judgment, that such failure was due to causes beyond the control and without the fault or negligence of Consultant.

19.10. Remedies Non-Exclusive. Each right, power and remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise shall be cumulative and shall be in addition to every other right, power, or remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise. The exercise, the commencement of the exercise, or the forbearance from the exercise by any party of any one or more of such rights, powers or remedies shall not preclude the simultaneous or later exercise by such party of any or all of such other rights, powers or remedies.

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19.11. Attorneys’ Fees. If legal action shall be necessary to enforce any term, covenant or condition contained in this Agreement, the prevailing party shall be entitled to an award of reasonable attorneys’ fees and costs expended in the action.

19.12. Venue. The venue for any litigation shall be Los Angeles County, California and Consultant hereby consents to sole jurisdiction in Los Angeles County for purposes of resolving any dispute or enforcing any obligation arising under this Agreement.

19.13. Counterparts; Electronic Signatures. This Agreement may be signed in one or more counterparts, each of which shall be deemed an original, but all of which together shall be deemed one and the same instrument. The parties acknowledge and agree that this Agreement may be executed by electronic signature, which shall be considered as an original signature for all purposes and shall have the same force and effect as an original signature. Without limitation, “electronic signature” shall include faxed or emailed versions of an original signature, electronically scanned and transmitted versions (e.g., via pdf) of an original signature, or a digital signature.

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Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 TO EFFECTUATE THIS AGREEMENT, the parties have caused their duly authorized representatives to execute this Agreement on the dates set forth below.

CITY” “CONSULTANT”
City of Sierra Madre Transtech, Inc.

Authorized Signatories:
z------Signed by:

Signature: Signature:

Printed: Michael Bruckner Printed: Ali Cayir
I MimL
------B45E227ED62A47D...

Title: City Manager Title: President
Date: 10/24/2025 Date: 10/23/2025
z------Signed by:

Attest:

Signature: I (L^iLay' Signature:

Laura Aguilar Printed:

Title: City Clerk
Date: 10/27/2025
Approved as to Form:
z------Signed by:
c:__ 4___ Signature: _____-------- 1 CF7304.20aDfi4.DZ________________________________________________ Aleks Giragosian
Printed:

Title: City Attorney
10/23/2025 Date:

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EXHIBIT A
Scope of Services
Transtech commits to supplying a highly qualified team member to deliver Public Works Support services to the Assistant City Manager while the Assistant City Manager serves as Interim Public Works Director. The proposed scope includes providing a qualified public works professional, who will assist and consult with the Assistant City Manager regarding operations ofthe department including engineering, maintenance and operations functions. Assigned team members will be providing guidance and assistance to the Assistant City Manager in his role as Interim Public Works Director.

Professional Services Agreement – Consultant Services
Exhibit A

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About Transtech Video Highlight:

CLICK HERE
TRANSTECfi
Est. 1989
Your Projects | Our Passion
City of Sierra Madre A Trusted Community Partner
Attn: Michael Bruckner, City Manager, E: [email protected] 232 W Sierra Madre Blvd
Sierra Madre, CA 91024
Subject: Transtech Proposal for Public Works Oversight Services Dear Mr. Bruckner,
As requested, Transtech is pleased to submit this task order for the subject project and services.

Company Profile: Established in 1989, Transtech (a California Corporation) is a multi-disciplinary engineering consulting firm. Transtech has been in business for 36 years and is providing municipal services to approximately 90 public agencies.

Large Pool of Staff with Diversified Experience: Transtech has a large pool of well experienced staff and resources readily available to provide requested services, and respond to requests in a timely, efficient, and cost-effective manner. Our staff and resources include approximately 250 professionals, including building officials, plan checkers, inspectors, permit technicians, engineers, project managers, designers, plan checkers, inspectors, construction managers, traffic and transportation analysts, technicians, support personnel.

Experience in Working with Public Agencies/Cities: We have extensive experience working with Public Agencies/Cities in similar assignments. We are accustomed to working with governmental agencies, and have a good understanding of public agency issues, procedures, and policies. Several of our staff members are former City Engineers, Public Works Directors. One of the unique qualifications of Transtech is that we serve public agencies as municipal contract service providers, including Contract City Engineer, City Traffic Engineer, Building Official, CIP Manager, Planner and in other capacities.

Our multi-disciplinary service capabilities include:
• Building & Safety Services, Building Inspection, Plan Check, Building Evaluations, City Building Official, Code Enforcement • City Engineer, City Traffic Engineer, Development Review, Public Works Engineering, Plan Check, Inspection
• Civil Engineering
• Planning Support
• Traffic and Transportation Planning and Engineering
• Water Resources Engineering
• CIP Program and Project Management
• Construction Management and Inspection
• Federally Funded Project Management
• Labor Compliance
• Staff Augmentation
• Grant Writing
• CDBG Project Management
• Emergency Support Services
Experience with METRO: We work with METRO on a number of projects. Currently, we are managing 710 Mobility Improvement Projects for the Cities of Alhambra and Rosemead, which has total funding of approx. $250m.

Experience with Caltrans: Our team includes experienced staff members who have worked for Caltrans and are intimately familiar with the standards and procedures, project development and approval process, and requirements.

Experience with County of Los Angeles: We work and coordinate with LA County on a number of projects.

We are also one of the B&S service consultants for the County. We also coordinate with the County Fire Department, and Sheriff’s Department.
13367 Benson Avenue | Chino CA 91710 | T 909 595 8599 | F 909 590 8599 | Transtech.org Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 City of Sierra Madre
Attn: Michael Bruckner, City Manager
October 6, 2025 2
Experience in Federally Funded Projects: We have extensive experience in the management and administration of federally funded projects. In the past few years, we have managed over 50 federally funded projects. Our staff members have completed Caltrans Resident Engineer Academy for Federally Funded Projects. We follow guidelines and procedures of Caltrans Local Assistance Procedures Manual (LAPM).

Experience in Grants: Our team has proven track record in obtaining outside grants for its client cities. Our staff works with our client cities to find potential funding sources, and to prepare competitive applications for various programs. We have obtained extensive amount of funds for our client cities.

Value Added Service: We provide value added service. Because we are a multi-disciplinary service firm and also provide plan check and inspection among many services to many local agencies, we can also supplement/support Agency plan check and inspection staff, if needed, for code required plan check and inspection efforts.

Experience in Design-Build Projects: We have extensive experience in Design-Build Projects (California Public Contract Code, Part 3. Contracting by Local Agencies; Article 4. Cities; CHAPTER 4. Local Agency DesignBuild Projects).

Scope of Work: Transtech commits to supplying a highly qualified team member to deliver Public Works Support services to the Assistant City Manager while the Assistant City Manager serves as Interim Public Works Director. The proposed scope includes providing a qualified public works professional, who will assist and consult with the Assistant City Manager regarding operations of the department including engineering, maintenance and operations functions. Assigned team members will be providing guidance and assistance to the Assistant City Manager in his role as Interim Public Works Director.

Under this contract, Transtech’s employee will not:
1) Directly oversee Sierra Madre employees;
2) Retain the title of Acting or Interim Public Works Director; or 3) Sign any agreements on behalf of Sierra Madre.

Proposed Staff: We propose the following staff:
• Mr. Brian Dicksinson, Sr. Project Manager / Public Works Oversight: Mr. Dickinson has extensive experience in overseeing Public Works Departments including water and wastewater utility industry in Public Works Director role. Mr. Dickinson is available up to full time as the designated staff member for this assignment.
• Mr. Ahmad Ansari, PE, Contract Principal: Mr. Ansari has extensive experience in overseeing Public Works Departments for various public agencies in Public Works Director, and City Engineering roles.

Mr. Ansari will be on an as-needed basis role on this assignment, and will provide any engineering related tasks assisting our assigned project manager.

Thank you for the opportunity to submit this proposal. Should you have any questions, or require additional information, please contact the undersigned.

Sincerely,
Melissa Demirci, RSP, Principal, E: [email protected], C: 714-319-6137 Attachment: Attachment A – Resumes
Transtech Proposal for Public Works Oversight Services TRANSTECh Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 City of Sierra Madre
Attn: Michael Bruckner, City Manager
October 6, 2025 3
Attachment A – Resumes
BRIAN DICKINSON, Sr. Project Manager / Public Works Oversight Education
• Bachelor of Science
Degree in Public
Administration, La Verne
University
• Completed seminar from
the National Association of
Regulatory Commissioners,
Western Utility Rate School
Certifications
• California Department of
Health Services Grade T5
Treatment and D5
Distribution Operator
Certifications
• Engineer-in-Training,
California Board for
Professional Engineers and
Land Surveyors
• California Water
Environment Association
Grade 4 Wastewater
Collection System Operator
Highlights
• 34 years of past
experience in City Public
Works
• Created and implemented
the first multi-year Capital
Improvement Plan at Valley
County Water District
• Created and implemented
the Valley County Water
District Financial Reserve
Policy
• Developed a Water System
Access Fee for Water System
Capital Improvements at
Valley County Water District
Mr. Dickinson has over 34 years of experience leading and managing organizations and projects in the public works sector, including water and wastewater utility industry. Mr.

Dickinson is experienced in budget administration, water resource planning, operations management, public outreach and education, strategic planning, capital improvement planning and implementation, Board of Directors and City Council representation.

His experience working for public agencies includes:

City of Colton, 02/21 – 09/24
Public Works and Utility Services Director
• Plan and direct the operation and maintenance of the City public works, water, wastewater systems through 79 staff members.
• Prepare and oversee the department budget of over $47.7 million. • Developed the 5 – Year Capital Improvement totaling $70.5 million. • Manage the District’s Water Resource Portfolio
• Actively participate on local and regional water issues involving the San Bernardino Valley Municipal Water District, and Rialto Basin Groundwater Council. • Manages the development and implementation of the Public Works and Utility Services Department goals, objectives, policies, and priorities for each assigned service area. • Continuously monitors and evaluates the efficiency and effectiveness of service delivery methods and procedures; assesses and monitors workload, administrative and support systems, and internal reporting relationships; identifies opportunities for improvement and directs the implementation of changes.
• Manage the preparation, of plans and specifications for design, construction, maintenance and equipment purchase contracts for water system improvements.

City of Compton, 07/18 – 02/21
General Manager – Water Department
• Plan and direct the operation and maintenance of the City water system through 41 staff members and 14,600 water connections..
• Prepare and oversee the department budget of over $15.0 million. • Developed the 5 – Year Capital Improvement totaling $18.5 million. • Manage the District’s Water Lease program, negotiating price. • Actively participate on local and regional water issues involving the Metropolitan Water District and Water Replenishment District.
• Manages the development and implementation of the water department goals, objectives, policies, and priorities for each assigned service area. • Continuously monitors and evaluates the efficiency and effectiveness of service delivery methods and procedures; assesses and monitors workload, administrative and support systems, and internal reporting relationships; identifies opportunities for improvement and directs the implementation of changes.
• Manage the preparation, of plans and specifications for design, construction, maintenance and equipment purchase contracts for water system improvements.

City of Pico Rivera, 02/18 – 07/18
Contract Water Operations Project Manager
• Prepare Request for Proposals for Water System Master Plan update and 5-yr CIP development, and manage project.
• Project Manager for implementation of Advanced Metering Infrastructure. • Lead and manage water quality reporting including d
• Development of a Water Quality sampling training manual. • Manage various Capital Improvement projects, booster station upgrades, well rehabilitations and modifications, reservoir coating and painting. • Coordinate with other water agencies the decommissioning of a groundwater treatment facility.

Rincon Band of Luiseno Indians, 03/17 – 10/17
Director of Public Works
Transtech Proposal for Public Works Oversight Services TRANSTECh Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 City of Sierra Madre
Attn: Michael Bruckner, City Manager
October 6, 2025 4
• Oversees the maintenance of reservation roads, graffiti removal, parks, trees, storm drains, streetlights and signals, streetscapes, vehicle maintenance, buildings and grounds, and fleet maintenance and Housing Department.
• Oversees all aspects of recycling and water resources and supply, 7 potable wells, 6 water storage reservoirs.
• Oversee, implement and enforce all Environmental Enforcement issues within the exterior boundaries of the Rincon Indian Reservation; including Federal, State, and Tribal Law Compliance. Coordinate with Rincon Tribal Law Enforcement. • Coordinates department activities to ensure ongoing completion of projects and maintenance functions on the Rincon Tribal Reservation.

Elsinore Valley Municipal Water District, 04/13 – 03/17 Director of Operations
• Manage all Operations Department functions, programs, and operations including water treatment, ground water production, water storage and delivery systems, water quality, wastewater collection and treatment operations and source control program, agricultural water pumping and delivery systems, fleet maintenance and repair operations, facilities and grounds maintenance and repair, and the District’s Safety and Health Program, through 79 staff members.
• Establishes within District policy, appropriate service and staffing levels; monitors and evaluates the efficiency and effectiveness of service delivery methods and procedures; allocates resources accordingly.

Chino Basin Desalter Authority, 08/11–04/13
Operations Manager
• Responsible for planning, organizing and managing the field operation activities of the Authority, including the repair, replacement, operation and maintenance of the Authority’s water production, treatment and distribution systems, and water treatment plants and equipment maintenance. Facilities consist of two treatment plants, RO Membrane and Ion Exchange treatment 10 MGD each, 22 Active Wells and raw and treated water pipelines.
• Participate in the development and implementation of all field operation goals, objectives, policies, and procedures.

Valley County Water District, 5/07-04/11
General Manager
• Executive in charge of 27 person Water Utility with responsibility for operations, maintenance and capital improvements serving 12,350+ connections and a population of about 77,000.
• Work closely with five-member Board of Directors in implementing policy directives, objectives and goals. Prepare Board agenda reports, make various recommendations to the Board of Directors on Policy and Procedure for direction of the District. • Created and implemented the District’s Reserve Policy. • Prepare District’s annual operating budget and Capital Improvement Plan. • Liaison with Local State and Federal elected officials to obtain funding for Infrastructure replacement and improvement projects.
• Manage the District’s Public Education and Outreach programs. • Negotiating acquisition of property from the City of Irwindale for Reservoir storage construction.
• Manage employee development.

City of Alhambra, 10/03-5/07
General Manager of Utilities
• Plan and direct the operation and maintenance of the City water and sewer systems through 20 staff members. 16,800 water and sewer connection systems. • Assist in preparation of department budget and regularly review budget expenditures, and with the management of the annual CIP program.
• Managed the preparation of design construction plans and specifications for 7,000 gpm GroundwaterTreatment plant liquid phase GAC and Ion Exchange, contract of $9.2 million.

Transtech Proposal for Public Works Oversight Services
Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 City of Sierra Madre
Attn: Michael Bruckner, City Manager
October 6, 2025 5
• Actively participate on local and regional water issues involving the Main San Gabriel Basin Watermaster, Upper San Gabriel Valley Municipal Water District, San Gabriel Valley Municipal District.

City of Lakewood, 4/01-10/03
Assistant Director of Water Resources
• Manage water production, distribution, water quality and cross-connection control activities. System consists of 13 active wells, 9 reservoirs, 3 booster stations and 5-imported water connections.
• Manage operations and maintenance of recycled water distribution system consisting of 4.2 miles of mainline and 39 services connections.
• Participate on local and regional water issues involving the Water Replenishment District and the Central Basin Municipal Water District, concerning water rights in an adjudicated basin.
• Develop and prepare bid specifications for construction, maintenance and equipment purchase contracts.

Golden State Water Company, Orange County District, 5/99-4/01 Water Supply Superintendent
• Lead and direct seven staff members in the daily operation and maintenance of water supply, storage, and treatment of wells, boosters and reservoirs. System consists of 25 active wells, 15 reservoirs, 13 booster stations and 10-imported water connections. • Internal facilitator of Water Distribution and Treatment courses for certification preparation through the Company’s Employee Development University.

City of Pomona Utility Services, 4/92-5/99
Senior Quality Control Technician
• Plan, organize, direct and control the daily functions of three lower level staff in water sampling and analysis, water treatment operations and maintenance, cross-connection control, backflow testing and water quality customer complaints. • Act as liaison with State and County Health Departments on water quality and treatment issues.
• Manage the department’s water quality compliance monitoring sampling plan consisting of 38 wells and 19 storage reservoirs and more than 400 miles of pipe and 28,000 services, to maintain compliance with the Safe Drinking Water Act and State of California Titles 17 and 22.

Transtech Proposal for Public Works Oversight Services TRANSTECh Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6 City of Sierra Madre
Attn: Michael Bruckner, City Manager
October 6, 2025 6
AHMAD ANSARI, PE, Principal, Sr. Engineer
Education
• BS Civil Engineering &
Architecture, USC
Registration
• Registered Civil Engineer
Highlights
• 35 years of past
experience in City and
County Public Works
• City of Rialto – Interim City
Manager
• County of Orange Public
Works- Administrative
Manager
• City of Moreno ValleyPublic Works Director/City
Engineer
• City of Rialto- Public Works
Director/City Engineer
• City of Perris- Public Works
Director
• City of Pomona- Deputy
Public Works
Director/Assistant City
Engineer
• City of Burbank- Senior Civil
Engineer
Mr. Ansari has over 35 years of past experience in City and County Public Works and has worked at several municipalities in Southern California at executive management level.

At Transtech, Mr. Ansari provides support at various Contract Cities, including oversight of in Public Works, City Engineering, and CIP Management.

He has a broad knowledge of local government operations, including preparation and presentation of agenda reports to advisory boards, commissions and city councils.

Mr. Ansari has managed full-time staffing levels of over 100 at public agencies, including serving as City Engineer and Public Works Director.

He has provided oversight and management of public work projects, including:
• Capital Improvement Program project management and delivery • Real Property/Right of Way acquisition and management • Traffic and Transportation engineering
• Private Development/Entitlement process review and approval • Maintenance and Operations including roads, storm drains, sewers, parks, facilities, traffic signals, signs/striping, fleet
• Special Districts, Landscape/Lighting Assessment
• Electric Utility
• Participation in Economic Development/Job Creation incentives through effective infrastructure improvements
Past Engineering positions at Public Agencies:
• City of Moreno Valley- Public Works Director/City Engineer • City of Rialto- Public Works Director/City Engineer
• City of Perris- Public Works Director
• City of Pomona- Deputy Public Works Director/Assistant City Engineer • City of Burbank- Senior Civil Engineer
His experience also includes serving as Interim City Manager at City of Rialto, as well as management of Orange County Public Works’ 7-year Capital Improvement Program, which comprised of roads, flood and bikeway improvement projects throughout the County.

Mr. Ansari has excellent working relationship and rapport with regional and sub-regional governmental/regulatory agencies. He has represented cities/county at League of California Cities, CSAC/CEAC organizations, and APWA.

Transtech Proposal for Public Works Oversight Services TRANSTECh Docusign Envelope ID: C56897D6-8DB5-40FB-A504-C12B9D0E37D6

EXHIBIT B
Approved Fee Schedule
TRANSTECH ENGINEERS, INC.

SCHEDULE OF HOURLY RATES
Effective: July 1, 2025 - June 30,2026
Rates are average ranges, negotiable and can be adjusted to establish a fee for each assignment based on the specific project's scope, when such projects are identified by the City.

ENGINEERING
Field Technician $91 - $101
Engineering Technician $101 - $112
Assistant CAD Drafter $112 - $128
Senior CAD Drafter $128 $144
Associate Designer $144 - $160
Senior Designer $160 - $176
Design Project Manager $203 - $213
Assistant Engineer $123 - $133
Associate / Staff Engneer $155 - $171
Senior Civil Engmeer $213 - $235
Traffic Analyst Technician $106 - $118
Associate Traffic Analyst $160 - $171
Senior Traffic Analyst $171 - $181
Professional Transportation Planner $181 - $197
Traffic Engineer Technician $101 - $112
Associate'Staff Traffic Engineer $155 - $171
Traffic Engineer $181 - $197
Senior Traffic Engineer $197 - $218
Project Manager $197 - $218
Senior Project Manager $218 - $235
Deputy City Engineer $181 - $203
City Engineer $203 - $218
Principal Engineer $218 - $240

BUILDING & SAFETY
Permit Technician $80 - $91
Plan Check Technician'AnalystiSupervisor $133 - $149
BuiIding Inspector $123 - $139
Senior Inspector $133 - $149
Plans Examiner.'Checker $149 - $165
Plan Check Engineer $160 - $181
Deputy Buiding Official $171 - $181
Bu ding Official $176 - $192

CONSTRUCTION MANAGEMENT
Labor Compliance Analyst $155 - $165
Funds Coordinator $160 - $171
Office Engineer $155 - $165
Construction Inspector $149 - $160
Senior Construction Inspector $160 - $171
Construction Manager $161 - $197
Resident Engineer $197 - $213

PUBLIC WORKS INSPECTION
Public Works Inspector $149 - $160
Senior Public Works Inspector $160 - $171
Supervising PW Inspector $171 - $181

SURVEY AND MAPPING
Survey Analyst $160 - $165
Senior Survey Analyst $165 - $171
2-Man Survey Crew $368 - $384
Survey & Mapping Specialist $197 - $213
Lceased La'd Surveyor $224 - $235

FUNDING & GRANT WRITING
Funds Analyst $155 - $160
Senior Funds Analyst $160 - $171
Grant Writer $176 - $181
Funds & Grant Project Manager $197 - $208

PLANNING
Community Development Technician $85 - $96
Planning Technician $96 - $106
Assistant Planner $106 - $128
Associate Planner $128 - $149
Senior Planner $155 - $176
Planning Manager $181 - $203

ADMINISTRATIVE STAFF
Administrative1'Clerical $75 - $85
Project Accountant $85 - $96
The above fees are increased each year July 1st automatically by 1he percentage change Los Angeles-Long Beach-Anaheim California Consumer Price Index-All Urban Consumers {“CPI-UH for the preceding twelve-month period as ca cuated for February by the U.S. Department of Labor Bureau of Labor Statistcs and published by the United States Bureau of Labor Statistic.

Professional Services Agreement – Consultant Services
Exhibit B

Page 18 of 18 ends

420844.2
Sierra Madre, CA 91024
About Transtech Video Highlight:

CLICK HERE
Subject: Transtech Fee Proposal for Public Works Oversight Services Dear Mr. Bruckner,
As requested, Transtech is pleased to submit this fee proposal for the subject project and services.

Billing Rate:

Transtech’s typical billing rate for Mr. Brian Dickinson (Sr. Project Manager) is $180-$200/hour. Transtech will provide these services at a discounted hourly rate of $150/hour. Mr. Dickinson is available up to full time as the designated staff member for this assignment.

Transtech’s typical billing rate for Mr. Ahmad Ansari (Principal/Sr. Engineer) is $220-$240/hour. Transtech will provide these services at a discounted hourly rate of $195/hour. Mr. Ansari will be on an as-needed basis role on this assignment, and will provide any engineering related tasks assisting our assigned project manager, Mr.

Dickinson.

Please see Transtech’s Schedule of Hourly Rates provided on the next page.

Thank you for the opportunity to submit this proposal. Should you have any questions, or require additional information, please contact the undersigned.

Sincerely,
Melissa Demirci, RSP, Principal, E: [email protected], C: 714-319-6137 Attachment: Attachment A - Transtech Engineers Schedule of Hourly Rates 13367 Benson Avenue | Chino CA 91710 | T 909 595 8599 | F 909 590 8599 | Transtech.org

CITY OF
SIERRA
MADRE

STAFF REPORT

PUBLIC WORKS SERVICES
DATE: April 14, 2026
TO: Honorable Mayor and City Council
FROM: Brian Dickinson, Director of Public Works
By: Eric Lozick, Management Analyst
SUBJECT:

Resolution No. 26-27 Adopting the Equipment Rental Rate Provisions of the Caltrans Labor Surcharge and Equipment Rental Rates Manual for Public Works Cost Recovery

RECOMMENDATION
It is recommended that the City Council adopt Resolution No. 26-27 approving the use of the equipment rental rate provisions contained in the California Department of Transportation Labor Surcharge and Equipment Rental Rates Manual, effective April 1, 2026 through March 31, 2027, together with future editions published by Caltrans, as the City’s standard reference for calculating Public Works equipment costs for cost recovery purposes in connection with non-routine activities outside the scope of regular maintenance and normal day-to-day operations (e.g. Special Events).

SUMMARY
The City periodically incurs Public Works equipment costs in connection with non-routine activities outside the scope of regular maintenance and normal day-to-day operations, most commonly for applicant drive special events, but does not currently have an adopted standardized methodology for calculating those costs for cost recovery purposes. Establishing a consistent rate methodology will improve transparency, consistency, and administrative defensibility when determining those costs.

The California Department of Transportation Labor Surcharge and Equipment Rental Rates Manual includes published equipment rental rates for a broad range of public works and construction equipment classifications. The current edition is effective April 1, 2026 through March 31, 2027. Use of the equipment rental rate provisions of the manual will provide the City with a current and standardized reference for calculating Public Works equipment costs when cost recovery is pursued. Approval of future editions will also allow the City to continue using updated Caltrans equipment rental rates without requiring separate City Council action each time a new edition is issued.

DISCUSSION & ANALYSIS
From time to time, the City incurs Public Works equipment costs in connection with certain non-routine activities outside the scope of regular maintenance and normal day-to-day operations (e.g. Special Events). In such circumstances, the City should have a clear, consistent, and defensible basis for calculating equipment costs when evaluating them for cost recovery purposes.

The Caltrans Labor Surcharge and Equipment Rental Rates Manual is a published reference that is updated periodically. Although the manual title includes both labor surcharge and equipment rental rates, staff recommends use only of the equipment rental rate provisions for purposes of the City’s equipment cost calculations. The current edition is effective April 1, 2026 through March 31, 2027.

Use of the Caltrans equipment rental rate provisions will allow the City to rely on a current, standardized rate schedule rather than informal estimates or outdated assumptions when calculating Public Works equipment costs for cost recovery purposes. This will improve consistency, transparency, and administrative defensibility in the City’s cost recovery practices.

For illustrative purposes, the Caltrans manual assigns equipment rental rates by classification code. Under the TRAF (traffic safety devices) and NONOP (non-operated) classes, the current edition effective April 1, 2026 includes daily rental rates for traffic cones, delineator posts, barricades, and K-rail concrete barriers — all commonly deployed by the City for special events and other non-routine activities. Under the TRAF classification, traffic cones are billed at a daily rate per 100 units, ranging from $10.48 per 100 per day for standard 18-inch cones to $46.93 per 100 per day for 42-inch cones with reflective sleeves. As an example, a special event requiring 50 standard 28-inch cones for a 3-day event would be billed at 1.5 hundred-cone-day units, or approximately $27.27 at the current rate of $18.18 per 100 per day. Portable delineators are billed at $29.82 per 100 per day, and barricades range from $0.30 to $1.31 per unit per day depending on type. Under the NONOP classification, K-rail (temporary concrete barrier) is billed at $0.63 per 20 linear feet per day. The manual also provides daily rates for flashing arrow signs, illuminated signs, and flashing beacons. Labor surcharges associated with the deployment, relocation, and removal of these devices would be calculated separately using applicable Caltrans labor classifications. This methodology provides a clear, auditable, and externally validated basis for cost recovery that is consistent with Caltrans' own equipment rental practices.

Staff further recommends that City Council approval apply not only to the current edition, but also to future editions published by Caltrans. This will maintain continuity in the City’s methodology and allow the City to continue using the then-current published equipment rental rates without requiring separate City Council action for each new edition.

STRATEGIC PLAN RELATIONSHIP
This action supports accurate cost allocation, improved fiscal accountability, and efficient administration of Public Works services.

FISCAL IMPACT
This action does not authorize new spending; rather, it establishes the City’s methodology for calculating and documenting Public Works equipment costs in connection with non-routine activities outside the scope of regular maintenance and normal day-to-day operations (e.g. Special Events) when cost recovery is pursued. Adoption of the equipment rental rate provisions of the Caltrans manual, including future editions, may have a positive fiscal impact to the extent it improves the City’s ability to accurately calculate and recover eligible Public Works equipment costs that might otherwise be absorbed by the City. The amount of any such recovery will depend on the frequency and nature of qualifying activities and is not readily quantifiable in advance. The proposed charges will incorporated by reference in the proposed FY 2026-27 Municipal Fee Schedule.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments

1. Caltrans Labor Surcharge and Equipment Rental Rates Manual 04.01.2026 - 03.31.2027.pdf

2. Resolution 26-27 DOT Labor Surcharge and Equipment Rental Rates Manual.pdf State of California
California State Transportation Agency
Department of Transportation
Division of Construction
Labor Surcharge
and Equipment Rental Rates
(Cost of Equipment Ownership)
Effective April 1, 2026 through March 31, 2027
Table of Contents
Labor Surcharge ..................................................................................A Overtime and Multiple Shifts ................................................................C Delays ..................................................................................................D Daily Extra Work Bill ............................................................................D Attachments ..........................................................................................1 AIRCP Air Compressors ..................................................................................1 AIRDL Air Drills, Crawler .................................................................................1 AIRTO Air Tools ...............................................................................................1 ASDSP Asphalt Dike and Shoulder Pavers ......................................................2 ASPAV Asphalt Pavers .....................................................................................2 ASPWP Asphalt Windrow/Pickup Machines.......................................................3 AUGCL Augers, Crawler Mounted .....................................................................3 AUGHZ Augers, Horizontal ................................................................................3 AUGTK Augers, Truck Mounted.........................................................................3 BITDT Bituminous Distributors ........................................................................4 BRMSW Brooms and Sweeping Equipment........................................................4 BRUCP Brush Chipping and Shredding Machines ............................................4 COMHG Compactors, Hand Guided ...................................................................4 CONMX Concrete Mixers....................................................................................5 CONPM Concrete Pumps ...................................................................................5 CONSF Concrete Slipform Pavers .....................................................................5 CONVB Concrete Vibrators ................................................................................5 CRBEX Curb Extrusion Machines......................................................................5 CRBSF Concrete Barrier Slipform Pavers .........................................................5 ELGEN Electric Generators and Light Plants ....................................................6 ELTOL Electric Powered Hand Tools................................................................6 FKLFT Fork Lift Trucks ....................................................................................6 GRADR Graders .................................................................................................6 HAMMR Hammers, Demolition and Pile .............................................................7 HCECL Hydraulic Cranes and Excavators, Crawler Mounted...........................8 HCESP Hydraulic Cranes and Excavators, Self Propelled................................12 HCETD Hydraulic Cranes and Excavators,Truck Mounted with Carrier............14 HCETG Hydraulic Cranes and Excavator Truck MTD less Carrier ...................15 HYLFT Hydraulic Personnel Lifts and Aerial Work Platforms ..........................16 LDRCL Loaders, Crawler ..................................................................................16 LDRRT Loaders, Rubber Tire ...........................................................................17 LEADS Leads, Pile Driving ...............................................................................20 NONOP Non-Operated Equipment (daily rates) ................................................21 PGDIA Pavement Grinders, Diamond Blade ....................................................22 PGT-C Pavement Grinders, Tungsten-Carbide Bits ........................................22 PUMWA Pumps, Water .......................................................................................23 ROL-2 Rollers, Tandem Steel Wheels ............................................................23 ROLRT Rollers, Rubber Tire, Self Propelled ....................................................24 ROTAM Roller-Tapping, Segmented, Sheepsfoot, Self Propelled ....................24 ROTAT Rollers-Tamping, Segmented, Sheepsfoot Towed...............................25 ROVIB Rollers, Vibratory, Self Propelled..........................................................25 S&CCL Shovels and Cranes, Crawler ...............................................................28 S&CTK Shovels and Cranes, Truck Mounted ...................................................28 SANBL Sand Blasting Equipment......................................................................28 SAWCH Saws, Chain and Earth Auger Attachment ...........................................29 SAWCO Saws, Concrete and Masonry...............................................................29 SCRSP Scrapers, Self Propelled .......................................................................29 TRACC Tractors, Crawler...................................................................................30 TRACH Tractors, Heavy ....................................................................................31 TRACS Tractors, Rubber Tire, Industrial, Farm and Skid Steer .......................32 TRAFA Traffic Control and Safety Devices (hourly rates).................................32 TRAFC Traffic Control and Safety Devices (daily rates) ...................................32 TRAIL Trailers, Equipment, Low Bed...............................................................33 TRAIT Trailers, Equipment, Tilt Bed.................................................................33 TRENC Trenching Machines..............................................................................33 TRUCK Truck, Truck Trailers, EXCL Dump Trucks and EQPT Trail .................34 TRUOF Trucks, Off Highway..............................................................................34 TRUON Trucks, Dump, On-highway ..................................................................35 WELD Welding Equipment...............................................................................35

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FOR DOUBLE-SIDED PRINTING

USER'S GUIDE

FOR LABOR SURCHARGE AND EQUIPMENT RENTAL RATES
April 1, 2026 - March 31, 2027
Equipment Rental Rates are available on the Internet at:
http://www.dot.ca.gov/programs/construction/equipment-rental-rates-and-labor-surcharge Miscellaneous Equipment Rental Rates are available on the Internet at:
http://www.dot.ca.gov/programs/construction/equipment-rental-rates-and-labor-surcharge The miscellaneous listing is updated daily.

Changes
Books are no longer available in hard copy and should be downloaded from the internet and printed.

Changes to the equipment rates in the April 1, 2026 book are the result of: 1) fuel costs decreased; 2) interest rates deccreased; 3) Producers' Price Index increased; 4) no change in sales tax; and 5) no change in freight (F.O.B.) rates.

Labor Surcharge
The labor surcharge compensates the contractor for statutory payroll items stipulated by various governmental agencies. The six items included are worker’s compensation, social security, Medicare, Federal unemployment insurance, State unemployment insurance, and State training taxes. The general rate is an average of the job classifications common to Caltrans projects. The labor surcharges in the April 1, 2026 book are the result of some changes in worker's compensation rates. The rates were derived from using the pure premium rate approved by the Insurance Commissioner effective September 1, 2025 and increasing it by the historical statewide average expense. In the calculation of the labor surcharge for overtime work, the worker's compensation is not included on the premium portion of overtime, as provided by worker's compensation regulations.

The surcharge percentage to be applied to the actual wages paid as provided in Section 9-1.04B [9-1.03A(1b)] of the Standard Specifications will be 10 percent for regular time (RT) and 10 percent for overtime (OT).

Exceptions to the general rate are listed below. These classifications were chosen because of high worker’s compensation insurance costs. Forward questions, regarding worker’s compensation rating and proper labor surcharge usage, to the rental rate personnel in the Division of Construction.

EXCEPTIONS
Type of Work Performed Labor Surcharge Percent
RT OT
Concrete Construction - Bridge.......................................................................... 10 10 Drilling ................................................................................................................ 13 12 Fence & Guardrail Construction ......................................................................... 10 10 Erection of structural metal for metal bridges, excluding sign bridge ............... 14 13 Landscape Gardener ........................................................................................... 10 10 Mobil Crane & Hoist Service............................................................................. 12 11 Painting Steel Structures or Bridges ................................................................... 14 13 Pile Driving, not including drilled, cast-in-place concrete piles ........................ 13 12 Sign Erection or Repair ..................................................................................... 16 15 Wrecking & Demolition ..................................................................................... 12 11 An appropriate labor surcharge will be established by the Division of Construction for work that is determined by the resident engineer to be covered by Longshoreman and Harbor Worker’s Act.

B
Background
By the authority described in Section 9-1.04 [9-1.03A] of the Standard Specifications, compensation for work paid by force account is determined to be the total of the direct equipment costs (rental rate) plus a 15 percent markup for all overhead not included as direct costs. The direct costs include fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance, depreciation, storage, cost of facilities capital, overhaul and all incidentals. The labor costs required to provide the above listed items are also included. The operator cost is not included in the equipment rate.

The calculated rate represents the cost of owning and operating the equipment, which is likely to be lower than the rate charged by a rental yard. The rental yard rate may include additional overhead and profit as well as a premium for short-term rentals. In certain situations, factors are applied to the calculated rates to provide ownership-only rates for delay situations or operating-only rates for overtime situations. The rates are calculated using factors for the direct cost items described above.

The factors represent an average and are applied to all makes and models of equipment within the class. All rates are hourly, unless stated otherwise.

Overtime and Multiple Shifts
Certain equipment costs are fixed on an annual basis, no matter how many hours are worked. Once an estimate of the costs and hours of use is made, a rate can be determined. When more than the estimated number of hours are worked (Overtime or Multiple Shift), a duplication of payment occurs on the fixed cost portion of the equipment rate.

In order to avoid this duplication, Caltrans uses a reduced rate for the Overtime or Multiple Shift situations. The definition of Overtime or Multiple Shift periods is:

Overtime hours occur after the equipment has worked at force account, eight hours per day (or after the daily equivalent of forty hours per week for special work schedules - 4/10 or 9/80).

Multiple shift hours will be paid at the same rate as overtime hours.

The hours shown on the Daily Extra Work Bill will determine when the Overtime and Multiple Shift is to be used. When the hours worked on force account are eight or less, straight time rates will be used. When the hours worked on force account are more than eight, Overtime and Multiple Shifts rates will be used. Saturday, Sunday or holiday work will be paid at the overtime rate except in those cases where these days are considered working days in the special provisions.

Be advised the computed overtime rates are no longer rounded and now equal the product of the straight time rate and overtime factor. The Overtime and Multiple Shift Factors are recalculated annually to reflect changes in the operating costs.

C
Delays
As described in Section 8-1.07C [8-1.09] of the Standard Specifications, the Delay Factor may be applied to the equipment rental rate. The Delay Factor may be the basis for compensation for idle equipment time on an excusable delay. The factor has been calculated to include the ownership costs without including operating costs. The Delay Factor recovers all the contractor's non-operating costs in an eight-hour day. If payment is made for equipment on an excusable delay, it is limited to eight hours per day or forty hours per week maximum.

The NONOP class for non-operated items and the TRAFC class for traffic safety devices have been separated from traditional "rolling stock" equipment when calculating the Delay Factor. These classes are comprised of items whose depreciable lives are related to the number of uses per year, rather than the number of hours per year. Accordingly, the reasonable compensation for the contractor's actual loss has been estimated to equal the cost of facilities capital. It should be recognized that these items must be out of service before the Delay Factor is applied. For example, if work behind K-rail is delayed, the K-rail should be paid straight time until it is no longer controlling traffic.

Any use of this factor must have the prior approval of the resident engineer. The Delay Factor is recalculated annually to reflect changes in the operating costs.

Use of Daily Extra Work Bill
Identification codes and rates are intended to be used with the Department’s Internet change order billing system. The class is abbreviated using a 5-digit alpha-code, the make (manufacturer), a 4- digit alpha-code, and the code a 7-digit alpha-numeric code. All three codes must be used to define the equipment when using the automated pay system. Since the majority of items are described by per hour rates, each line has an entry for hours with an allowable maximum of 24. Special items with other than hourly rates should be appropriately checked and then entered in the Regular Hours column. For example, 50 Traffic Cones used 3 days (converts to 1.5, 100-cone-days) requires 1.5 be entered in the Regular Hours column. Note that any entry in the Delay Factor column will automatically apply the Delay Factor to every equipment entry on the current report.

Whenever an identification code cannot be found or the rate for a particular date of work performed is not available, updated information should be requested from the resident engineer. It is the resident engineer's responsibility to establish rates for equipment not found in the Labor Surcharge and Equipment Rental Rates publication. Support for this determination is available from both District and Headquarters Construction Offices. Rates are regularly superseded during contract periods, so avoid the use of old publications or expired rates.

The equipment is presented with a standard configuration capable of performing work commonly encountered on Caltrans projects. Special attachments or accessories are described under the classification heading in the Labor Surcharge and Equipment Rental Rates publication. Attachments other than those described by these remarks will be paid only upon direction of the resident engineer.

D
1 ATTACHMENTS AIR COMPRESSOR

AIR DRILLS, CRAWLER

AIR TOOLS
TRACTOR ATTACHMENTS -including power control units and accessories necessary to provide a functional attachment. Dozer blades are included in the standard configuration for both crawler and heavy, rubber tire tractors.

Rippers are listed from R1 to R8 and Winches for logging or towing are listed from S1 to S5. Equipment model groups are as follows:

1. Case 300 Thru 800 Series, Cat D-2 thru D-4, Deere 400 & 450, Dresser TD-7, TD-8 and TD-9, Fiat-Allis FD-5 Thru FD-7, Komatsu D21E Thru D37P, Liebherr PR711 & PR721.

2. Case 1150, Cat D-5, Deere 750, Dresser TD-12, Fiat-Allis FD9 & 10, Komatsu D58P, Liebherr PR731.

3. Case 1450 and 1550, Cat D-6, Deere 850, Dresser TD-15, Komatsu D63PE Thru D68P, Liebherr PR741.

4. Cat D-7 & 814, Dresser TD-20, Fiat-Allis 14 & FD14, Komatsu D83P, Terex 82-30

5. Cat D-8 & 824, Dresser TD-25, Fiat-Allis FD20 Komatsu D135A, Terex 82-40 Michigan 280, Raygo CHD 17 & CD-500.

6. Cat D-9 & 834, Fiat-Allis FD30, Raygo CHD 24 & CD 800.

7. Cat D-10, Dresser TD-40, Fiat-Allis FD40, Komatsu 375, Michigan 380, Raygo CDH 30.

8. Cat D-11, Fiat-Allis FD50, Komatsu 475
All types of self contained units, regardless of power (gas, diesel and lpg) or type of compression (reciprocating, screw and vane). The listed rates include

15.2 meters (50 lineal feet) of hose, all hose whips, fittings, couplings and any compressor attachments. Listed in accordance with mfr's rated capacity in liters per second (cubic feet per minute) at 7 bar (100 psi).

All types, pneumatically propelled, including attachments. Expendable carbon drill steel, bits and shanks shall be paid by separate invoice. Rated in accordance with the cylinder bore diameter in millimeters(inches).

All types including paving breakers, clay spades and diggers, sinker rock drills, trench diggers, sheeting/spike drivers, backfill tampers and hand held grinding tools. Expendable drill steel, bits and breakers points, grinding wheels and shanks shall be paid by separate invoice. Rated by tool weight in kilograms (pounds), determined in accordance with the mfr's specifications. [ AIRCP ]
[ AIRDL ]
[ AIRTO ]
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.87
DELAY FACTOR = 0.48 OVERTIME FACTOR = 0.57
DELAY FACTOR = 0.61 OVERTIME FACTOR = 0.42

PORTABLE

CRAWLER DRILLS

AIR TOOLS
Model

OVER TO

OVER TO
[ PORT ]
[ CLR ]
[ ATOL ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Clam action bucket 1 CY & Less
Clam action Over 1 CY to 2 CY
Clam action Over 2 CY to 3.5 CY
Clam action Over 3.5 CY to 5 CY
Clam action bucket Over 5 CY
Ripper on No. 1 models
Ripper on No. 2 models
Ripper on No. 3 models
Ripper on No. 4 models
Ripper on No. 5 models
Ripper on No. 6 models
Ripper on No. 7 models
Ripper on No. 8 models
Winch on No. 1 models
Winch on No. 2 models
Winch on No. 3 models
Winch on No. 4 models
Winch on No. 5 models
Lift gate
Pump, water truck only
Winch, truck
Gas welding hose per 15.2 m (50 lf)
Elec welding lead per 30.5 m (100 lf)
0 19 (40)
19 (40) 76 (160)
76 (160) 118 (250)
118 (250) 212 (450)
212 (450) 354 (750)
354 (750) 566 (1200)
566 (1200) 708 (1500)
0 100 (4)
100 (4) & Over
0 4.5 (10)

4.5 (10) 9.1 (20)

9.1 (20) 13.6 (30)

13.6 (30) 18.1 (40)

18.1 (40) 27.2 (60)

27.2 (60) & Over
C1
C2
C3
C4
C5
R1
R2
R3
R4
R5
R6
R7
R8
S1
S2
S3
S4
S5
TG
TP
TW
WH
WL
000-004
004-016
016-025
025-045
045-075
075-120
120-150
0-4
5 0-10
10-20
20-30
30-40
40-60
60 $5.68
$9.97
$14.44
$20.57
$28.45
$3.42
$4.47
$7.45
$8.41
$13.80
$21.82
$25.32
$42.23
$4.06
$6.05
$8.01
$10.28
$18.01
$1.17
$8.05
$0.43
$0.02
$0.25
$6.32
$23.51
$25.63
$44.84
$73.91
$108.40
$140.97
$34.74
$35.59
$0.54
$0.59
$1.06
$1.24
$1.35
$1.90

EQUIPMENT RENTAL RATE
NOTE--THE FOLLOWING RATES ARE IN EFFECT FROM APRIL 1, 2026 THROUGH MARCH 31, 2027 2 ASPHALT DIKE & SHOULDER PAVERS

ASPHALT PAVERS
Includes all attachments, accessories and automatic grade and line control.

Includes all attachments, accessories and automatic grade and line control. [ ASDSP ]
[ ASPAV ]
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.91
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.87
A.C. DIKE COMPANY

ASPHALT PAVING COMPANY

BLAW-KNOX
DELTA

BARBER-GREENE

BLAW-KNOX

CATERPILLAR

CEDAR RAPIDS
LAYTON
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ ACDC ]
[ APCO ]
[ B-K ]
[ DLTA ]
[ B-G ]
[ B-K ]
[ CAT ]
[ CEDR ]
[ LYTN ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
No. 1
No. 2
Nos. 43, 44
E-1
E-2, E3
RW-35 / 38
RW-85
RW-95
RW-100
RW-195D
DC-1
BG 220
BG 225
BG 240
BG 245
BG 260
BG 260B
BG 265
RT 435, 4wd
RT 445, 4wd
RT 455, 4wd
RT 455, 4wd, 10-20' screed
RT 465, 4wd
SA 125
SB 131
SB 140
SA 141
SA 145
SA 150
SB 170
PF-22
PF-35
PF-115
PF-120H
PF-171
PF-180
PF-180H
PF-200
PF-200, 18' screed
PF-220
PF-400A
PF-500
PF-500, 18' screed
PF-510, 18' screed
PF-3172, 18' screed
PF-3200
PF-5510
AP-200
AP-800
AP-1050
AP-1000
AP-1000 4wd
AP-1055B
AP-1055D
AP-1200
BSF-2H
BSF-3R
CR-351
CR-351 4wd
CR-361R (RUBBER TRACK)
CR-431
CR-551
CR-461
CR-561
F-525
D-550
H-500B
4050
4052
4054
4000
4002
4075
4077
4079
4081
4083
4095
0805
0810
0815
0820
0825
0826
0830
0905
0925
0945
0955
0965
1419E
1420
1425
1430
1432
1435
1440
1490
1550
1750
2010
2090
2100
2204
2250
2252
2300
2350
2404
2406
2407
2408
2410
2415
2420
2430
2431
2435
2436
2438
2438D
2440
2550
2600
2668A
2668B
2668R
2669
2670
2672
2674
2680
2682
2684
$95.36
$72.37
$91.52
$123.05
$220.96
$84.31
$47.65
$76.09
$123.43
$171.41
$170.57
$104.31
$112.11
$123.53
$133.75
$161.78
$202.53
$179.94
$133.15
$127.16
$125.13
$129.05
$168.24
$100.21
$123.82
$155.08
$107.30
$131.09
$167.16
$172.73
$47.31
$85.01
$128.91
$120.79
$180.06
$85.75
$189.75
$191.30
$194.33
$195.91
$168.03
$212.31
$215.55
$221.56
$181.30
$247.25
$259.25
$54.79
$133.14
$206.00
$202.25
$208.54
$255.12
$324.19
$172.12
$112.81
$126.36
$173.84
$178.84
$209.24
$147.15
$233.84
$231.61
$244.28
$26.83
$29.44
$7.49
3 ASPHALT WINDROW PICKUP MACHINE

AUGERS, CRAWLER MOUNTED

AUGERS, HORIZONTAL

AUGERS, TRUCK MOUNTED
Includes all attachments and accessories.

Includes carrier, attachments and accessories with up to 6.1 meters(20 feet) of auger flights. Consumable bits or tips to be paid by separate invoice.

Includes all attachments and accessories with up to 9.1 meters(30 feet) of auger flight, track and/or pipe pusher. Consumable bits or tips shall be paid by separate invoice. Power unit is included.

Includes truck/carrier, all attachments and accessories with up to 6.1 meters(20 feet) of auger flight. Consumable bits or tips shall be paid by separate invoice. [ ASPWP ]
[ AUGCL ]
[ AUGHZ ]
[ AUGTK ]
DELAY FACTOR = 0.07 OVERTIME FACTOR = 0.95
DELAY FACTOR = 0.27 OVERTIME FACTOR = 0.75
DELAY FACTOR = 0.26 OVERTIME FACTOR = 0.76
DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.81
ATHEY

BARBER-GREENE

CATERPILLAR

CLARK'S WELDING COMPANY
C.M.I.

BAYSHORE
TEXOMA
WATSON

AKKERMAN

AMERICAN AUGER

BORZALL

DITCH WITCH

ATLANTIC

CALWELD
HUGHES
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ ATHY ]
[ B-G ]
[ CAT ]
[ CLAR ]
[ CMI ]
[ BYSH ]
[ TXMA ]
[ WATS ]
[ AKMN ]
[ AMAU ]
[ BORZ ]
[ D-W ]
[ ATLN ]
[ CALW ]
[ HUGH ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
7-11
BG-610H
WE-601B
500
601
Lincoln 660
851
8400 TD limited access
TAURUS
700CL
2000CM
2500CM
3000CM
3100CM
360
420 series 1250
36-350
2300-10
4265-10
2510
LDH-80
LDH-100
LLDH-80
LLDH-120
150-A
200
4500LH
EZ 112
EZ 120
LDH-100
LDH-80
LLDH-120
LLDH-80
5000
5100
5200
5300
5304
5305
5405
1500
2010
2100
2500
2505
2510
2515
5000
5002
5014
5040
5042
5040
5000
5005
5010
5015
5050
5052
5054
5070
5071
5072
5074
5076
5078
$117.25
$78.71
$89.80
$68.26
$64.92
$119.77
$113.66
$136.37
$279.65
$157.87
$123.95
$190.15
$215.74
$223.23
$121.27
$124.32
$35.01
$12.29
$17.18
$53.59
$200.32
$169.81
$216.26
$230.01
$120.39
$141.60
$237.39
$72.93
$82.35
$131.60
$129.99
$190.46
$177.16
4 BITUMINOUS DISTRIBUTORS

BROOMS & SWEEPING EQUIPMENT

BRUSH CHIPPING & SHREDDING

MACHINES

COMPACTORS, HAND GUIDED
Includes all equipment for handling bituminous materials under pressure.

Includes pumps, spray bars and other attachments and accessories.

Includes all attachments and accessories with brooms of any type. Includes broom wear.

Includes all attachments, accessories and power unit. Rated in accordance with the cutter head width in millimeters(inches)
Includes pan, vibrating plate, rammer and jumping jack type compactors(gas or diesel). Includes all attachments and accessories. Listed in accordance with the weight in kilograms(pounds)
[ BITDT ]
[ BRMSW ]
[ BRUCP ]
[ COMHG ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88
DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.86
DELAY FACTOR = 0.08 OVERTIME FACTOR = 0.93
DELAY FACTOR = 0.19 OVERTIME FACTOR = 0.82
P.D.E.

TEXOMA
WATSON

TRAILER MOUNTED

TRUCK MOUNTED

BROOMS - MOUNTED & TOWED

BROOMS - SELF PROPELLED

SWEEPERS - SELF PROPELLED,

PICK UP

BRUSH CHIP & SHRED

COMPACTORS
Does not include towing unit. Capacity rated in liters (U.S. gallons).

Including truck. Capacity rated in liters (U.S. gallons).

Includes traction, PTO or engine driven.

Rated in accordance with hopper size in cubic meters (cubic yards).

Model
Model
Model

OVER TO

OVER TO
Model
Model

OVER TO

OVER TO
[ PDE ]
[ TXMA ]
[ WATS ]
[ TLMD ]
[ TRMD ]
[ MTTD ]
[ SFPR ]
[ SWSP ]
[ BCSM ]
[ COMP ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
M -100
M-400 with hammer
Economatic 115
Super Economatic
80 270
330
330 with hammer
500 with hammer
600
700
1000
2000
3000
0 1136 (300)
0 3028 (800)
3028 (800) 5299 (1400)
5299 (1400) 6831 (1800)
6831 (1800) 11355 (3000)
11355 (3000) 15140 (4000)
ALL
ALL
0 2.3 (3.0)

2.3 (3.0) 4.6 (6.0)

4.6 (6.0) 6.9 (9.0)
0 230 (9)
230 (9) 300 (12)
300 (12) 405 (16)
0 113 (250)
113 (250) & Higher
5084
5085
5087
5089
5090
5093
5095
5095B
5096B
5097
5099
6010
6012
6014
0-300
00-08
08-14
14-18
18-30
30-40
ALL
ALL
0-3
3-6
6-9
00-09
09-12
12-16
0-250
250
$56.26
$40.53
$119.75
$122.76
$153.65
$120.35
$126.43
$140.86
$142.79
$148.59
$224.51
$106.95
$186.68
$202.54
$9.24
$93.23
$116.26
$119.12
$121.59
$126.84
$38.89
$56.81
$131.18
$174.66
$204.13
$39.12
$60.97
$60.13
$5.15
$12.48
5 CONCRETE MIXERS

CONCRETE PUMPS

CONCRETE SLIPFORM PAVERS

CONCRETE VIBRATORS

CURB EXTRUSION MACHINES

CONCRETE BARRIER SLIPFORM
PAVERS
Includes truck/carrier or self powered trailer mounted units. Including attachments, accessories and hoses.

Includes all attachments and accessories. Detached, independently powered finished bridges or spray/tyne machines are not included.

Includes all attachments and accessories. Includes vibrator motor but independent power, whether air or electric, shall be paid as a separate item.

Self propelled for asphalt or concrete curb and gutter section. Includes attachments, accessories and molds. Rated by Mfr's maximum width recommendations in millimeters (inches).

Includes all attachments, accessories and barrier or curb molds. [ CONMX ]
[ CONPM ]
[ CONSF ]
[ CONVB ]
[ CRBEX ]
[ CRBSF ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89
DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.86
DELAY FACTOR = 0.18 OVERTIME FACTOR = 0.85
DELAY FACTOR = 0.33 OVERTIME FACTOR = 0.69
DELAY FACTOR = 0.23 OVERTIME FACTOR = 0.82
DELAY FACTOR = 0.20 OVERTIME FACTOR = 0.84

STATIONARY OR PORTABLE

TRANSIT MIX
ELBA
MAYCO

SCHWING

THOMSEN
C.M.I.

GOMACO

CONCRETE VIBRATORS

CURB EXTRUSION MACHINE
C.M.I.

CURBMASTER
Rated by Mfr's capacity in cubic meters (sacks or cubic feet).

PTO type, including carrier. Rated by Mfr's capacity in cubic meters (cubic yards).

OVER TO

OVER TO
Model
Model
Model
Model
Model
Model
Model

OVER TO
Model
Model
[ SORP ]
[ TRMX ]
[ ELBA ]
[ MACO ]
[ SHWG ]
[ THOM ]
[ CMI ]
[ GOMA ]
[ CVIB ]
[ CEM ]
[ CMI ]
[ CURB ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
0 0.10 (3.5)

0.10 (3.5) 0.17 (6.0)

0.17 (6.0) 0.31 (11)

0.31 (11) 0.45 (16)

6.4 (9) 7.6 (10)

7.6 (10) 9.2 (12)
K-8020
C-30HD
LST-30/60S
BPA-1000
WP-1000X
WP-1250X
900-1200 w/28 m boom
900-1200 w/32 m boom
BPL 1200 w/36 m boom
A-3.75 w/ mixer
A-7
11 pump w/28 m boom
12 pump w/32 m boom
14 pump w/36 m boom
SF-250
SF-350 series 2
SF-550
GP-2000
GP-2500
GP-3500
Each Vibrating Head
0 460 (18)
460 (18) & Over
SF-175
CMT-800
0-3.5

03.5-6
06-11
11-16
09-10
10-12
1000
1020
1024
1050
1052
1054
1055
1057
1058
1070
1072
1078
1082
1084
2002
2004
2006
2020
2022
2024
EVHD
0-18
18 PLUS
3000
3020
$2.80
$4.09
$5.27
$7.49
$195.64
$195.09
$116.92
$21.47
$36.24
$41.07
$57.15
$74.19
$110.68
$132.03
$141.13
$28.51
$25.67
$137.84
$145.49
$194.46
$185.87
$290.79
$393.97
$189.37
$213.82
$301.30
$1.36
$43.88
$126.66
$136.50
$83.46
6 ELECTRIC GENERATORS & LIGHT
PLANTS

ELECTRIC POWERED HAND TOOLS

FORK LIFT TRUCKS

GRADERS
Rates are for gas or diesel power and alternating or direct current.

Includes electric powered, hand held tools not listed elsewhere in this book.

Expendable bits, blades, discs, wheels, etc. shall be paid by separate invoice.

Rated in accordance with Mfr's suggested retail price.

Includes attachments and accessories. Listed in accordance with the Mfr's maximum rated capacity in kilograms(pounds).

Includes ripper and scarifier attachments and all accessories. Electronic blade control and specialty cutting tools shall be paid separately. [ ELGEN ]
[ ELTOL ]
[ FKLFT ]
[ GRADR ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88
DELAY FACTOR = 0.61 OVERTIME FACTOR = 0.42
DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.80
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.90
GOMACO

MILLER FORMLESS

GENERATOR
LIGHTS
TOOLS

FORK LIFT TRUCKS

BLADE-MOR

CATERPILLAR
Rated in accordance with Mfr's output in kilowatts.

Includes trailer, pole and generator.

Model
Model

OVER TO
Model

OVER TO

OVER TO
Model
Model
[ GOMA ]
[ MILL ]
[ GEN ]
[ LITE ]
[ TOOL ]
[ FLT ]
[ BMOR ]
[ CAT ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
GT-6000-(78&90)

COMMANDER II

COMMANDER III
M-7500
M-8100
M-8800
0 1
1 3
3 7.5

7.5 15
15 25
25 50
50 100
100 200
200 300
300 400
400 500
2 Light Set
4 Light Set
450 600
600 800
800 1000
454 (1000) 1814 (4000)
1814 (4000) 2722 (6000)
2722 (6000) 3629 (8000)
3629 (8000) 5443 (12000)
5443 (12000) 7258 (16000)
7258 (16000) 9072 (20000)
9072 (20000) 11340 (25000)
11340 (25000) 13608 (30000)
13608 (30000) 18144 (40000)
18144 (40000) 22680 (50000)
22680 (50000) 34020 (75000)
727
747
120G 87V serial
130G 74V serial
12E 99E serial
12F 73G serial
12F 13K serial
12F 89H serial
12G 61M serial
12H
14E 72G serial
14G
14H
140 14U serial
140G 72V serial
140H
140M
143H
16 49G serial
16 49G800 serial
16 G93U serial
3040
3045
3050
3063
3065
3067
000-001
001-003
003-008
008-015
015-025
025-050
050-100
100-200
200-300
300-400
400-500
2 LIGHT
4 LIGHT
045-060
060-080
080-100
010-040
040-060
060-080
080-120
120-160
160-200
200-250
250-300
300-400
400-500
500-750
2173
2178
2685
2695
2710
2768
2826
2884
2890
2895
3174
3180
3185
3250
3260
3265
3266
3267
3290
3348
3360
$94.40
$106.69
$148.55
$110.84
$155.60
$192.81
$1.07
$2.48
$5.12
$11.49
$18.00
$18.30
$32.74
$65.78
$111.52
$152.25
$190.91
$5.31
$10.88
$0.39
$0.52
$0.66
$38.06
$50.66
$57.15
$79.02
$83.28
$97.62
$96.79
$106.68
$136.19
$163.74
$223.59
$32.85
$47.01
$86.23
$95.22
$63.03
$95.51
$72.72
$73.24
$97.12
$110.58
$97.80
$144.62
$158.97
$98.91
$105.40
$111.76
$174.32
$124.70
$127.42
$186.42
$200.93
7 HAMMERS, DEMOLITION & PILE
Includes attachments, accessories and power unit. Does not include carrier. [ HAMMR ]
DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.81

JOHN DEERE
GALION

KOMATSU
ABI

AMERICAN PILE DRIVING

EQUIPMENT

ALLIED STEEL & TRACTOR
DELMAG
FOSTER

HYDRAULIC POWER SYS
I.C.E.

KENT
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ DEER ]
[ GALN ]
[ KOMA ]
[ ABI ]
[ APE ]
[ AS&T ]
[ DELM ]
[ FOST ]
[ HPSI ]
[ ICE ]
[ KENT ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
16H
160H
163H
JD-570A
JD-570B
JD-670
JD-670A
JD-670CH
JD-770
JD-770A, 770A-H
JD-770B
JD-772CH
A-400E
T-400A
T-500C
T-500L
T-500M
GD 505A-2
GD 515A-1
GD 605A-2
GD 615A-1
GD 625A-1C
GD 655A-2
HVR-60
150
180
200/500
300 VIBRO
400B VIBRO
800
HYRAM 720
HYRAM 725
HYRAM 730
HYRAM 740
HYRAM 750
HYRAM 77
HYRAM 770
HYRAM 780
HYRAM 790
HYRAM 88
D-12
D-16
D-22
D-30
D-30-32
D-36-32
D46-32
D62-22
D100-13
1700
4030
FNV-1800
FNV-4150
150
260
300
44-50
216
416L
812
KHB10G
KHB 15G
KHB 30G
KHB 40G
3380
3385
3390
3890
3892
3900
3905
3907
3910
3915
3916
3930
4940
4980
5150
5204
5210
8980
8986
9000
9005
9007
9010
0100
0010
0050
0060
0075
0085
0300
0310
0320
0330
0340
0350
0360
0370
0380
0390
0400
0500
0510
0520
0530
0540
0560
0570
0580
0590
0600
0630
0660
0693
0420
0430
0440
0450
0460
0470
0480
0700
0710
0750
0760
$211.38
$131.74
$137.78
$57.01
$65.51
$75.22
$81.75
$104.36
$85.50
$99.34
$107.23
$126.90
$80.28
$77.47
$89.82
$90.01
$92.34
$83.85
$86.21
$92.68
$99.55
$126.44
$103.30
$45.25
$192.32
$268.54
$297.15
$333.28
$533.85
$65.42
$7.48
$14.84
$17.48
$25.06
$27.42
$11.00
$26.53
$44.35
$56.38
$18.05
$27.33
$41.63
$66.19
$49.08
$70.67
$91.70
$109.22
$176.98
$281.72
$166.12
$232.70
$135.33
$297.66
$115.89
$183.66
$220.35
$278.05
$99.48
$165.97
$262.91
$23.73
$35.91
$35.91
$62.90
8 HYDRAULIC CRANES & EXCAVATORS,

CRAWLER MOUNTED
Includes all attachments and accessories required for lifting or digging.

Pavement breaker or compactor attachments are not included. [ HCECL ]
DELAY FACTOR = 0.17 OVERTIME FACTOR = 0.85
NPK
OKADA
RAMMER

STANLEY

TELEDYNE
TRAMAC
TUNKER
VULCAN
BANTAM
CASE

CATERPILLAR
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ NPK ]
[ OKAD ]
[ RAMR ]
[ STAN ]
[ TELD ]
[ TRMC ]
[ TUNK ]
[ VULC ]
[ BANT ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
4XE
6XA
H-10XB
H-12X
H-16X
H-20X
H4X,HXA
H7X
UB-5
UB-8
S-84
S-86
MB250
MB2900
MB4900
MB550
MB800
950X
TB1025
TB1425X
TB2225X
TB425
TB825X
BRH1100
BRH125
BRH250
BRH400
BRH620
BRH750
BRV950

40.01 40.05

60.05 1
010
100C
2300
80C
C 266
C 366
C 744
9030B
9040
9060B
40E E-Boom
40E Y-Boom
50E
125B
170C
220B
880B Y-Boom
980B
1080
1080B
1280
1280B
303.5E CR
304 CR
305C CR
308E2 CR SB
308DCR
312
0795
0800
0810
0815
0820
0840
0860
0880
0900
0950
1000
1050
1100
1120
1140
1160
1180
1190
1195
1200
1220
1240
1260
1300
1310
1320
1330
1340
1350
1360
1400
1450
1460
1500
1520
1540
1560
1580
0680
0690
1075
0100B
0110
0120B
1600
1601
1602
1602H
1602N
1602R
1609
1615
1615E
1615J
1616
1616E
0100
0200
0250
0270
0271
0300
$20.24
$15.77
$43.86
$43.27
$37.90
$40.56
$13.72
$16.44
$9.43
$18.90
$36.79
$40.03
$7.90
$28.28
$49.99
$12.41
$18.20
$41.51
$45.91
$41.29
$77.06
$17.47
$29.71
$45.18
$14.28
$15.22
$14.58
$30.39
$25.46
$26.70
$198.87
$198.87
$181.11
$30.35
$44.64
$47.86
$178.30
$37.05
$103.72
$119.67
$77.17
$113.85
$117.70
$240.93
$95.29
$95.70
$120.73
$95.91
$135.05
$171.10
$68.17
$105.46
$93.28
$94.96
$126.64
$120.11
$36.80
$38.25
$52.03
$57.50
$50.36
$60.85
9 JOHN DEERE
DROTT

FIAT-ALLIS
Model
Model
Model
[ DEER ]
[ DROT ]
[ F-A ]
Code
Code
Code
Rate
Rate
Rate
312C
312CL
314CL CR
315L
320
320BL
320C
320CL
320L
321C LCR
321D LCR
322L
323F L
325
325BL
325L
328D LCR
330BL
330CL
330D L
330L
335F L CR
336EL
336F
345BL
350L
375L
205
211
213
215
215B LC
215C
215D
225
225LC
225D LC
227
229
231D
231DLC
235
235B
235 Front Shovel
235B Front Shovel
235C
235DLC
245
245B
245 Front Shovel
245B Front Shovel
E 180
EL 180
EL 200B
E 240
EL 240
E 300
E 300B
EL 300
EL 300B
225D LC
330C LC
450LC
490
490E
690A
690B
690C
690D
690E LC
790
790D
790E LC
792
890
890A
892D LC
990
992D LC
30 50
70 200LC
35D E boom
35D Y boom
40D E boom
40D Y boom
50D
FE 18
FE 20 HD
FE 20 LC
FE 28
0300C
0300CL
0302CLR
0305
0310
0312
0312C
0312CL
0315
0320R
0321R
0325
0326
0330
0335
0340
0343DR
0345
0345CL
0345DL
0350
0350E
0351E
0351F
0355
0360
0365
1617
1617E
1617H
1618
1619E
1619F
1619G
1620
1621
1622
1623
1625
1630
1635
1640
1642
1645
1647
1648
1649
1650
1650B
1652
1652B
1653
1654
1654E
1655
1656
1657
1657B
1658
1658B
1575D
1600C
1645
1660
1660E
1685
1695
1697
1697D
1697ELC
1698
1698D
1698ELC
1699
1700
1705
1708
1720
1722
1725
1730
1735
1745
1835
1845
1930
1965
2005
9000
9010
9020
9030
$72.81
$73.00
$74.00
$73.40
$96.41
$100.84
$113.45
$126.52
$97.90
$136.10
$135.09
$119.67
$130.61
$127.11
$146.84
$131.97
$169.44
$180.53
$196.50
$231.24
$167.61
$196.33
$233.53
$226.05
$232.76
$245.02
$385.19
$41.15
$62.63
$68.77
$68.46
$77.17
$84.97
$94.02
$98.24
$98.77
$123.51
$101.92
$132.99
$151.34
$152.96
$154.85
$172.09
$164.93
$183.50
$196.51
$202.58
$260.51
$287.34
$272.64
$303.23
$83.06
$84.24
$89.19
$106.41
$107.93
$133.68
$148.30
$135.65
$150.42
$129.63
$185.80
$225.77
$51.27
$64.09
$74.02
$88.09
$81.61
$84.84
$96.37
$102.54
$108.22
$117.44
$120.99
$164.21
$148.08
$137.70
$177.51
$197.87
$24.87
$39.80
$36.10
$109.43
$71.74
$72.17
$91.49
$96.78
$118.21
$63.49
$79.85
$75.85
$107.13
10 GRADALL

HITACHI

HYUNDAI

INTERNATIONAL
KATO

KOBELCO

KOEHRING

KOMATSU
Model
Model
Model
Model
Model
Model
Model
Model
[ GRAD ]
[ HIT ]
[ HYUN ]
[ INTL ]
[ KATO ]
[ KOBL ]
[ KOEH ]
[ KOMA ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
FE 40 L
G 660
G 660B
G 660C
G 880B
G 880C
G 1000
XL4200
XL5200
UH 07LC
UH 062
UH 172
UH 122
EX 150
EX 200 LC
EX 270 LC
EX 300LC-2
EX 300LC-3
EX 330LC-5
EX 370-5
EX 400 LC
EX 450LC-5
EX 550LC
EX 700
EX 750-5
EX 1100
200LC
210LC-3
280LC
290LC
450LC
630
640 HD
650 HD
HD450 VII
HD700 VII LC
HD1250 VII LC
SK200LC MARK III
K 903B
K 904D
K 904E
K 904 Mark II
K 905
K 905A LC
K 907C
K 907D
K 907 LC
K 909A
K 909 LC
K 912A
K 914
K 916
SK270LC MARK IV
SK400LC MARK IV
366 post 1980
466E
566
666, 666E
866, 866E
6611
6614
6612
6620
6625
6633
6644
PC 120-5
PC 138US LC-10
PC 150-1
PC 150-3
PC 200 LC-2
PC 200-5
PC 200 LC-3
PC 200 LC-5
PC 220 LC-2
PC 220 LC-3
PC 220 LC-5
PC 220 LC-6
PC 220 LC-7
PC 280 LC-3
9040
0150
0160
0170
0210
0215
0230
0260
0280
2630
2660
2695
2750
2797
2800
2806
2807
2807A
2807B
2807F
2808
2808K
2809
2810
2815
2880
2950
2952C
2960
2970
3010
4250
4260
4280
3050
3060
3080
4687
4688
4693
4694
4694A
4695
4697
4700
4702
4704
4710
4711
4712
4715
4717
4720
4725
4752
4990
5160
5225
5235
6000
6005
6010
6015
6020
6029
6040
9485
9486
9490
9495
9500
9504
9505
9506
9510
9515
9516
9516F
9516G
9517
$182.07
$85.85
$110.51
$111.28
$117.55
$111.82
$186.62
$115.07
$139.66
$83.29
$93.94
$164.56
$110.17
$75.17
$92.25
$134.34
$160.18
$163.81
$188.00
$187.58
$212.09
$257.48
$304.90
$363.51
$406.00
$476.71
$92.92
$111.70
$138.20
$143.26
$213.14
$66.77
$86.78
$96.10
$62.76
$90.54
$153.30
$97.14
$46.35
$49.87
$52.42
$51.96
$56.28
$60.46
$80.71
$86.76
$87.53
$112.48
$115.09
$133.38
$158.10
$177.57
$136.79
$241.22
$139.83
$161.10
$172.84
$219.10
$253.96
$51.86
$63.60
$61.84
$88.52
$107.53
$153.98
$203.28
$65.38
$99.78
$59.60
$72.83
$74.36
$95.54
$88.82
$96.47
$95.98
$110.32
$118.89
$127.59
$137.37
$124.79
11 LINK-BELT

MASSEY FERGUSON

MITSUBISHI

NORTHWEST
P&H

TAKEUCHI
Model
Model
Model
Model
Model
Model
[ L-B ]
[ M-F ]
[ MITS ]
[ NW ]
[ P&H ]
[ TAKU ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
PC 300 LC-1, LC-2
PC 300 LC-3
PC 300 LC-5
PC 300 LC-6
PC 300 LC-7
PC 360 LC-3
PC 400 LC-1
PC 400 LC-3
PC 400 LC-5
PC 400 LC-6
PC 600 LC-6
PC 650-1
PC 650-1 Front Shovel
PC 650-3
PC 750-6
PC 1000-1
PC 1000 LC-1
PC 1100 LC-6
LS 1600
LS 2650
LS 2700C II
2700 QUANTUM
LS 2800
LS 2800A
LS 2800A PL
LS 2800 PL
LS 2800B
LS 3400
LS 3400C II
LS 4300
LS 4300C II
LS 4800
LS 4800 PL
LS 5400
LS 5800
LS 5800A
LS 5800C II
LS 6400
LS 7400
LS 7400A
MF 450D
MF 450S
MS 090
MS 180-3
MS 180 LC-8
MS 230 LC-3
MS 240 LC-8
MS 280-2
MS 380-2
MS 450-8
35 DH
45 DH
55 DH
55 DH Series II
H 750
H 1250
H 1750
H 2500
HS 2500
TB 15
TB 025
TB 045
TB 070
TB 10S
TB 35S
TB 68S
TB 800
9520
9525
9526
9526A
9526B
9527
9530
9535
9536
9537
9539
9540
9550
9552
9555
9560
9565
9575LC
5390
5395
5398
5399
5400
5402
5404
5405
5410
5475
5477
5660
5662
5750
5755
5805
5810
5812
5814
5820
5830
5840
6245
6250
6290
6295
6296
6300
6305
6310
6320
6330
6335
6340
6345
6360
6628
6630
6635
6645
6650
7686
7686A
7686E
7686H
7688
7690
7692
7695
$124.34
$146.51
$164.80
$179.66
$201.56
$165.92
$167.59
$195.87
$217.22
$244.28
$335.63
$305.08
$320.30
$321.03
$403.77
$481.56
$494.53
$553.61
$39.71
$55.38
$73.80
$80.40
$65.09
$73.79
$64.44
$61.52
$81.59
$107.52
$113.89
$135.47
$149.30
$155.28
$141.18
$182.04
$188.50
$198.51
$207.15
$278.54
$281.38
$337.33
$53.44
$57.93
$37.49
$71.85
$81.43
$93.72
$101.37
$114.92
$160.50
$186.71
$148.18
$160.14
$167.94
$293.74
$69.91
$118.90
$145.09
$186.83
$191.78
$16.11
$27.54
$45.58
$45.17
$12.97
$26.06
$36.91
$18.17
12 HYDRAULIC CRANES & EXCAVATORS,
SELF PROPELLED.

Includes all attachments and accessories required for lifting or digging.

Pavement breaker or compactor attachments are not included. [ HCESP ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.88

BUCYRUS-ERIE
BADGER
CASE

CATERPILLAR

GRADALL
GROVE
Model
Model
Model
Model
Model
Model [ B-E ]
[ BAGR ]
[ CASE ]
[ CAT ]
[ GRAD ]
[ GROV ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
300C/SP
320C
360C
4425/30
4435
4435B
4435C
4445
4450
4450B
4455
40E E-Boom, Cruz Air
40E Y-Boom, Cruz Air
40F E-Boom, Cruz Air
40F Y-Boom, Cruz Air
45 E-Boom, Cruz Air
45 Y-Boom, Cruz Air
45B E-Boom, Cruz Air
45B Y-Boom, Cruz Air
880R E-Boom
880R Y-Boom
1085 E-Boom, Cruz Air
1085 Y-Boom, Cruz Air
1085B Y-Boom, Cruz Air
1285 E-Boom, Cruz Air
1285 Y-Boom, Cruz Air
3330 Low Profile
3330B
206
212
214
224
G 3WD, 4x4
24 36
68 1012
2535
RT-48
RT-49
RT-58
RT-418
RT-420
RT-422
RT-500D
RT-525
RT-525B
RT-525C
RT-527.5
RT-528B
RT-528C
RT-60
RT-60S
RT-515
RT-518
RT-520
RT-522
RT-522C
RT-625
RT-630
RT-630B
RT-635
RT-65 S
RT-740
RT-745
RT-75 S
RT-755
RT-760
RT-865
RT-865B
RT-875
RT-980
RT-990
RT-9100
1670
1672
1678
1565
1570
1573
1573C
1574
1575
1577
1579
1685
1687
1687H
1687K
1688
1689
1689H
1689K
1690
1695
1696E
1696Y
1696Z
1697E
1697Y
1698E
1698H
1699
1699E
1699H
1699J
0110
3820
3830
3850
3870
3880
4030
4115
4285
4354
4356
4358
4359
4360
4362
4363
4365
4370
4372
4520
4540
4606
4607
4608
4609
4609G
4630
4635
4637
4640
4700
4710
4715
4720
4725
4727
4730
4732
4735
4750
4760
4790
$85.69
$85.89
$86.24
$114.57
$127.04
$128.53
$136.65
$170.89
$134.07
$141.35
$171.65
$73.15
$73.38
$75.51
$76.35
$94.95
$99.95
$100.08
$100.85
$66.43
$66.56
$75.33
$75.64
$84.93
$96.14
$96.30
$38.98
$39.24
$51.85
$66.65
$72.03
$88.56
$110.49
$42.10
$69.45
$78.81
$93.11
$123.23
$73.09
$73.39
$74.68
$88.13
$88.13
$88.13
$121.73
$84.75
$87.79
$106.12
$85.64
$87.79
$106.64
$86.83
$88.84
$84.49
$86.52
$88.11
$87.32
$103.88
$94.73
$94.73
$100.33
$108.79
$115.07
$126.87
$157.30
$121.37
$135.44
$191.03
$166.72
$225.12
$205.10
$198.32
$227.17
$283.87
13 KOMATSU

LINK-BELT
LORAIN
P&H

PETTIBONE
Model
Model
Model
Model
Model
[ KOMA ]
[ L-B ]
[ LORN ]
[ P&H ]
[ PET ]
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
PW 210-1
HSP 15
HSP 18
HSP 20
HSP 22
HSP 25
HSP 8015
HSP 8018
HSP 8018XL
HSP 8018C
HSP 8025
HSP 8025 S
HSP 8030
HSP 8035
HSP 8040
HSP 8050
HSP 8055
HSP 8060
LRT 15H
LRT 15U
LRT 18U
LRT 35U
LRT 40U
LRT 150
LRT 150D
LRT 180
LRT 180D
LRT 200
LRT 200D
LRT 220
LRT 230
LRT 230D
LRT 250
LRT 250D
LRT 275
LRT 275D
LRT 330
LRT 400
LRT 450
LRT 500
LRT 550
OMEGA 14
OMEGA 15
OMEGA 18
OMEGA 25
OMEGA 20
OMEGA 23
OMEGA 30
OMEGA 35
OMEGA 40
OMEGA 45
OMEGA 50
OMEGA 60
OMEGA 65
OMEGA 114
OMEGA 114D
OMEGA 118
OMEGA 118D
OMEGA 120
OMEGA 120D
OMEGA 122
OMEGA 122D
OMEGA 125
OMEGA 128
R 150
R 150-1
R 180
R 200
OMEGA S-15
OMEGA S-18
OMEGA S-20
S-35
16 MK P Series
20 MK P Series
25 25 MK P Series
29 MK P Series
30 30 MK P Series
30 SC, 30 SC P Series
60 SC
60 SC P Series
70 70 SC
70 SC P Series
80 MK P Series
9580
5500
5505
5510
5530
5535
5538
5538E
5538G
5538H
5538P
5538PF
5538Q
5538R
5538S
5538T
5538V
5539
5730
5735
5740
5745
5750
5755
5756
5760
5760D
5765
5765D
5767
5768
5768D
5769
5769D
5770
5770D
5772
5773
5774
5775
5790
5790
5792
5794
5795
5796
5796E
5796J
5796P
5797
5797E
5797J
5798
5799
5799C
5799G
5799Q
5799S
5799U
5799W
5799X
5799Y
5799Z
5799ZA
5890
5910
5975
6060
6062
6063
6064
6064E
6500
6580
6740
6750
6880
6900
6903
6910
6990
6995
7100
7165
7170
7250
$118.42
$83.27
$83.27
$89.57
$91.05
$96.21
$94.05
$94.05
$115.19
$84.71
$98.46
$99.00
$112.62
$162.49
$162.64
$164.91
$150.09
$179.34
$85.03
$86.31
$86.83
$126.00
$127.08
$84.08
$99.83
$84.02
$99.83
$83.74
$100.00
$86.43
$90.17
$100.03
$90.20
$100.03
$90.20
$100.03
$117.95
$134.37
$137.70
$140.92
$146.49
$79.27
$79.27
$79.72
$105.48
$80.44
$83.35
$108.05
$109.07
$146.43
$148.26
$149.73
$156.40
$180.90
$89.11
$87.05
$90.71
$87.20
$92.44
$87.95
$93.49
$88.56
$93.88
$92.39
$68.33
$67.81
$68.67
$69.01
$108.40
$108.40
$111.14
$154.47
$73.85
$74.52
$70.68
$75.34
$76.43
$70.68
$77.48
$109.87
$115.74
$123.21
$122.28
$123.02
$129.58
$120.12
14 HYDRAULIC CRANES & EXCAVATORS,
TRUCK MTD. W/ CARRIER
Includes truck/carrier. Includes all attachment and accessories required for lifting or digging. Pavement breaker or compactor attachments are not included.
[ HCETD ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89
R.O. PRODUCTS

BUCYRUS-ERIE
BADGER
BANTAM

DEVAULT

GRADALL
GROVE
HIAB

KOEHRING

LINK-BELT
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ ROP ]
[ B-E ]
[ BAGR ]
[ BANT ]
[ DVUT ]
[ GRAD ]
[ GROV ]
[ HIAB ]
[ KOEH ]
[ L-B ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
80 SC P Series
MC 5A
MC 50B
MC 50C
25 XC
30 XC
40 C
60 XC
65 C
90 XC
300 Hydro-Scopic
460 Hydro-Scopic
666 Hydro-Scopic
888 Hydro-Scopic
T 744 Teleskoop
T 888
T 888B
TK 15-10
G 3W
G 660
G 660B
G 660C
G 800
G 880B
G 880C
G 1000
TD 520
TD 522
TD 525
TMS 250
TMS 250A
TMS 250B
TMS 250C
TMS 300
TMS 300B
TMS 760
TMS 865
TM 875
TMS 875
TM 890
TM 1075
100 AW
1165
170 thru 174
175 thru 177
550, 5501
650
4460 Teleskoop
4465 Teleskoop
4470 Teleskoop
4475 Teleskoop
HTC 14
HTC 25
HTC 35
HTC 50
HTC 50W
HTC 814
HTC 814XL
HTC 822 S
HTC 825
HTC 825 S
HTC 830
HTC 835
HTC 835XL
HTC 840
HTC 850
7260
8005
8175
8260
1360
1370
1475
1590
1592
1600
0550
0555
0560
0600
1285
1310
1315
1900
0120
0170
0180
0190
0210
0220
0230
0240
2221
2223
2224
2850
2860
2870
2875
2922
2923
3180
3378
3380
3385
3387
3390
3850
3852
3854
3855
3857
3859
4400
4405
4410
4415
4505
4507
4509
4510
4520
4530
4531
4532
4535
4536
4537
4539
4539C
4539E
4539G
$121.60
$46.12
$72.85
$74.25
$100.79
$101.47
$92.62
$162.30
$140.08
$174.47
$68.99
$84.19
$126.87
$132.86
$81.75
$121.10
$142.03
$63.11
$85.98
$82.94
$108.70
$104.56
$73.66
$117.47
$112.81
$122.31
$127.88
$127.88
$128.83
$119.21
$119.72
$119.72
$162.73
$142.26
$160.78
$246.21
$184.36
$211.68
$212.55
$225.23
$189.91
$58.62
$54.94
$53.35
$53.51
$56.86
$57.85
$83.29
$84.57
$98.12
$99.39
$116.69
$116.69
$127.00
$169.61
$163.28
$151.07
$156.35
$142.61
$134.37
$143.73
$153.12
$161.28
$182.06
$185.70
$191.11
15 HYDRAULIC CRANES & EXCAVATORS,
TRUCK MTD. LESS CARRIER.

Includes all lifting and digging attachments and accessories. Truck/carrier to be paid separately. Pavement breaker or compactor attachments are not included.
[ HCETG ]
DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92
LORAIN

MANITEX

NATIONAL
P&H
PITMAN
R.O. PRODUCTS

BUCYRUS-ERIE
GALION
GROVE
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ LORN ]
[ MANX ]
[ NATL ]
[ P&H ]
[ PIT ]
[ ROP ]
[ B-E ]
[ GALN ]
[ GROV ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
HTC 855
HTC 860
HTC 1040
HTC 1050
HTC 1055
HTC 1060
HTC 11100
MCH 140
MCH 150
MCH 180
MCH 300
MCH 350
MCH 400
MCH 500
1161
1770
2284
2592
Ser 4/400, 11.3 m (37') boom
Ser 4/400, 14.0 m (46') boom
Ser 4/400, 16.8 m (55') boom
Ser 5/500A/B, 14.3 m (47') boom
Ser 5/500A/B, 17.1 m (56') boom
Ser 6/600, 14.3 m (47') boom
Ser 6/600, 17.1 m (56') boom
856
856B
875
875B
Series 85
ALPHA 100 ton
CN T-280
T-150
T-180
T-200
T-250
CN T-250
OMEGA T-250
OMEGA T-300
OMEGA T-350
T-300A
OMEGA T-400
OMEGA T-450
T-600 XL
OMEGA T-500
OMEGA T-650
T-750
Hydralift HL 40 thru 95
Hydralift HL 100 thru 170
HL 857
HL 1200, 1545-T2 or 1580

POLECAT

PELICAN
TC-40
TC-50
TC-70
TC-80
TC-85
TC-110
TC-120
TC-125
TC-145
TC-150
H-3 series two
H-5 series two
125 P
150 P
TM 100C
TM 200C
4539H
4539J
4540
4545
4550
4555
4600
4942
4946
4947
4953
4955
4957
4960
4980
4985
4990
4995
4983
4984
4985
4986
4987
4989
4990
4995
4996
4997
4998
4999
5000
5005
5290
5380
5470
5560
5561
5570
5580
5585
5665
5666M
5669
5670
5680
5745
5780
6670
6675
6685
6695
6697
6699
6860
6862
6864
6866
6868
6870
6872
6874
6876
6878
1000
1300
1970
1980
2020
2040
$170.53
$194.03
$183.69
$185.65
$174.42
$190.56
$335.52
$136.86
$129.18
$129.18
$149.67
$117.92
$163.10
$127.61
$61.97
$102.46
$105.37
$107.40
$57.90
$58.12
$58.30
$63.83
$64.47
$63.42
$63.80
$64.34
$63.47
$65.12
$66.64
$60.06
$304.88
$170.46
$127.07
$127.53
$128.09
$148.71
$172.96
$139.99
$143.47
$144.76
$138.44
$167.70
$169.51
$198.79
$169.49
$231.41
$158.23
$53.75
$57.71
$63.02
$65.48
$67.59
$70.63
$54.77
$56.42
$57.86
$57.99
$57.47
$62.26
$62.81
$62.51
$65.64
$63.91
$50.87
$59.29
$62.83
$75.64
$90.87
$70.25
16 HYDRAULIC PERSONNEL LIFTS &

AERIAL WORK PLATFORMS

LOADERS, CRAWLER
Includes self propelled and power take off(PTO) units whether gas, diesel or electric. Rates for any truck or carrier mounted units shall pay for the truck separately. Reach is rated by Mfr's maximum extension in meters(feet).

Includes all attachments and accessories excluding clam-action buckets and backhoe(see attachment class).
[ HYLFT ]
[ LDRCL ]
DELAY FACTOR = 0.21 OVERTIME FACTOR = 0.80
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.90

BOOM TYPE

SCISSOR TYPE
CASE

CATERPILLAR

JOHN DEERE

DRESSER

OVER TO

OVER TO
Model
Model
Model
Model
[ BOOM ]
[ SCIS ]
[ CASE ]
[ CAT ]
[ DEER ]
[ DRES ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
0 7.6 (25)

7.6 (25) 15.2 (50)

15.2 (50) 22.9 (75)
0 6.1 (20)

6.4 (21) 9.1 (30)

9.4 (31) 15.2 (50)
350B
450B
455B
455C
1155D
1155E
1450
1450B
1455B
259D
289D
299D XHP
299D2
931B
931C
931 LGP
931B LGP
935B
935C
939C
943
943 LGP
951C 86J 1992 serial
951C 86J 2598 serial
951C LGP 86J 2598 ser
953
953 LGP
955L 85J 6247 serial
955L 85J 13X10129 ser
955L LGP 85J 13X10129
963
963 LGP
973
973 LGP
977K
977K 11K serial
977L 11K 3919 serial
977L 11K 5083 serial
977L 14X serial
977L LGP
983
983B
JD 350C
JD 450C (4 speed PS)
JD 455D
JD 455E
JD 455G
JD 555
JD 555A
JD 555B
JD 555G
JD 655
JD 655B
JD 755
JD 755A
JD 755B
JD 855
100E (PS)
100G
125E (PS)
125G
175C (PS)
200
250C (PS)
250E (PS)
00-24
25-49
50-74
00-20
21-30
31-50
2370
2610
2620
2620A
3555
3556
3560
3565
3568
2159
2189
2190
2199A
3735
3735C
3740
3745
3845
3845C
3900
4130
4135
4200
4210
4215
4220
4230
4675
4680
4685
4690
4693
4695
4698
5014
5092
5170
5180
5185
5190
5248
5265
5420
5805
5807
5809
5809A
5810
5812
5814
5814A
5815
5817
5820
5822
5824
5830
9000
9005
9010
9015
9020
9025
9030
9035
$20.47
$48.30
$67.56
$22.25
$26.76
$39.82
$42.38
$38.29
$40.14
$45.06
$78.42
$86.27
$87.07
$96.24
$97.15
$52.40
$55.17
$80.32
$69.60
$43.57
$46.10
$41.08
$44.72
$51.65
$54.70
$76.01
$65.10
$61.78
$59.88
$65.61
$66.48
$88.01
$82.79
$84.40
$90.71
$91.07
$121.35
$111.32
$184.82
$156.62
$99.89
$104.24
$120.65
$130.41
$135.28
$134.93
$185.36
$197.96
$44.91
$44.57
$46.77
$47.59
$56.99
$50.21
$55.31
$54.50
$76.93
$79.10
$90.62
$74.97
$92.84
$104.70
$140.77
$45.96
$52.74
$56.50
$63.40
$111.40
$129.10
$133.31
$153.32
17 LOADERS, RUBBER TIRE
Includes all attachments and accessories. Clam-action buckets, 4WD and backhoes are excluded unless otherwise noted.
[ LDRRT ]
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.90

KOMATSU

ALLIS-CHALMERS
CASE

CATERPILLAR
Model
Model
Model
Model
[ KOMA ]
[ A-C ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
D 53S-16
D 53S-17
D 55S-2
D 55S-3
D 57S-1
D 65S-6
D 66S-1
D 75S-2
D 75S-3
D 75S-5
D 155S-1
710C
714B
714C w/ backhoe
715B w/ backhoe
715C w/ backhoe
W-11
W-11B
W-18
W-18 9213140 serial
W-18B
W-20
W-20B
W-20C
W-30
480B
480B w/ backhoe
480C
480C w/ backhoe
480D
480D w/ backhoe
480E w/ backhoe
480E LL
480F w/ backhoe
480F LL
480LL
570L XT 4WD
570N XT
580B w/ backhoe
580C
580C w/ backhoe
580D
580D w/ backhoe
580 Super D
580 Super D w/ backhoe
580 Super E
580 Super E w/ backhoe
580K w/ backhoe
580K 4WD w/ backhoe
580 Super K w/ backhoe
580L w/ backhoe
580 Super L 4WD w/ backhoe
590 Turbo w/ backhoe
590 Super L 4WD w/ backhoe
621
721
821
680E w/ backhoe
680G w/ backhoe
680H w/ backhoe
680K w/ backhoe
680L w/ backhoe
680L 4WD w/ backhoe
780 w/ backhoe
780B w/ backhoe
780C w/ backhoe
780D w/ backhoe
780D 4WD w/ backhoe
415F2
416 w/ backhoe
416 Series II w/ backhoe
416B 4WD w/ extend-a-hoe
416C 4WD w/ backhoe
416D w/ backhoe
416D 4WD w/ backhoe
420D w/ backhoe
420D 4WD w/ backhoe
420E
420F2
426 w/ backhoe
426 Series II w/ backhoe
426C w/ backhoe
426C 4WD w/ backhoe
428 w/ backhoe
428 Series II w/ backhoe
7878
7878A
7900
7978
8000
8017
8020
8056
8060
8061
8080
0747
0750
0752
0765
0767
1365
1368
1444
1450
1460
1472
1480
1482
1565
1636
1640
1650
1660
1662
1664
1666
1667
1668
1669
1677
1690
1700
1705
1710
1715
1717
1720
1725
1727
1731
1735
1739
1740
1742
1743
1744
1745
1746
1750
1752
1754
1840
1850
1852
1854
1856
1857
1864
1866
1867
1868
1869
1850F2
1860
1860A
1861A
1861C
1861D
1861D4
1861M
1861M4
1861N
1861N2
1862
1862A
1862C
1862C4
1864
1864A
$75.93
$89.21
$78.76
$78.76
$103.93
$103.33
$138.49
$112.05
$138.39
$194.51
$266.95
$44.56
$43.60
$46.25
$45.62
$46.52
$41.10
$50.28
$70.41
$74.16
$79.92
$74.29
$75.11
$80.76
$110.91
$35.95
$37.30
$46.29
$47.92
$51.65
$53.69
$43.88
$42.61
$45.25
$43.40
$51.70
$49.61
$62.56
$46.89
$37.17
$39.16
$38.59
$41.21
$42.12
$44.79
$43.43
$46.31
$46.61
$47.75
$51.56
$51.84
$60.08
$63.06
$65.61
$85.09
$103.28
$126.20
$59.07
$57.75
$60.77
$66.61
$67.38
$68.23
$76.41
$81.40
$82.75
$83.56
$85.02
$59.47
$46.48
$46.73
$57.30
$59.19
$54.10
$55.26
$60.76
$61.92
$72.44
$86.28
$52.53
$52.78
$65.47
$66.96
$52.50
$52.75
18 CLARK

JOHN DEERE
Model
Model
[ CLRK ]
[ DEER ]
Code
Code
Rate
Rate
430D
430E
436 w/ backhoe
436 Series II w/ backhoe
446 w/ backhoe
446B w/ backhoe
446D
450E
910
910E
916
920
926
926E
928G
930 41K serial
930G
936
936E
936F
938F
938G
950 90A serial
950 31K & 81J serial
950B
950E
950F
950F Series II
950G
950H
950M
962G
966C
966D
966E
966F
966G
966H
966K
966M
970F
972G
972M
980B
980C
980F
980G
980H
982M
988 87A6868 serial
988B 50W serial
992B 25K serial
992C
IT 12
IT 12B
IT 14F
IT 18
IT 18B
IT 28
IT 28B
IT 28F
IT 28G
IT 38G
IT 62G
35C
45C
55C
75C
125B
275B
275C
JD-210C
JD-210C w/ backhoe
JD-210LE
JD-310A w/ backhoe
JD-310B w/ backhoe
JD-310C w/ backhoe
JD-310D w/ backhoe
JD-310E w/ backhoe
JD-310SE w/ backhoe
310G
JD-315SE w/ backhoe
JD-410 w/ backhoe
JD-410B w/ backhoe
JD-410C w/ backhoe
JD-410D w/ backhoe
JD-410E w/ backhoe
410G
410J 4WD
410K
JD-444
JD-444C
JD-444D
JD-444E
JD-500C w/ backhoe
1865D
1865E
1866
1866A
1868
1868B
1868D
1869E
1870
1870E
1885
1894
2065
2067
2070G
2088
2088G
2100
2110
2120
2130
2130G
2228
2270
2272
2300
2301
2303
2310
2310H
2310M
2320G
2340
2350
2360
2361
2362
2362H
2362K
2362M
2370
2372G
2372M
2376
2378
2381
2382
2382H
2385M
2398
2436
2460
2470
2472
2472B
2473
2474
2475
2476
2477
2477G
2478
2480
2482
2484
2486
2488
2491
2492
2496
2497
2485
2490
2495
2504
2506
2507
2507D
2507E
2507F
2507G
2507H
2508
2508B
2508C
2508D
2508E
2508G
2508J
2508K
2510
2515
2520
2521
2592
$72.91
$77.08
$57.31
$57.52
$73.68
$81.12
$83.62
$101.09
$49.43
$58.04
$65.75
$60.39
$77.68
$83.65
$99.43
$74.21
$117.99
$93.97
$102.32
$106.30
$108.22
$122.51
$81.64
$95.87
$117.38
$124.30
$131.11
$135.07
$144.75
$166.55
$199.62
$158.71
$137.90
$153.61
$169.06
$172.75
$192.60
$222.92
$228.25
$245.68
$201.93
$215.12
$254.29
$180.17
$214.84
$221.12
$243.39
$264.41
$352.66
$221.09
$306.74
$390.59
$582.92
$50.25
$58.47
$67.56
$64.41
$72.73
$78.18
$84.41
$97.53
$100.91
$116.32
$160.07
$62.02
$72.45
$87.65
$114.00
$148.09
$256.59
$276.44
$39.82
$39.51
$51.93
$41.46
$42.19
$46.61
$52.14
$53.28
$59.72
$54.68
$60.39
$45.17
$45.91
$54.17
$64.00
$67.27
$68.73
$78.40
$84.13
$60.35
$62.48
$64.66
$69.91
$58.59
19 DRESSER

FIAT-ALLIS
FORD

FURUKAWA
HOUGH

INTERNATIONAL
J C B

KAWASAKI
Model
Model
Model
Model
Model
Model
Model
Model
[ DRES ]
[ F-A ]
[ FORD ]
[ FURU ]
[ HOUG ]
[ INTL ]
[ JCB ]
[ KAWA ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
JD-510 w/ backhoe
JD-510B w/ backhoe
JD-510C w/ backhoe
JD-510D w/ backhoe
JD-544B
JD-544C
JD-544D
JD-544E
JD-544G
544J
544K
JD-610B w/ backhoe
JD-610C w/ backhoe
JD-624E
JD-624G
JD-624H
JD-644B
JD-644C
JD-644D
JD-644E
JD-644G
JD-644H
644J
JD-710B w/ backhoe
JD-710C w/ backhoe
JD-710D w/ backhoe
JD-710D 4WD w/ backhoe
710G
JD-744H
744J
JD-844
510B
510C
515B
515C
520B
520C
530
530C
540
550
545B
745C
FR 10
FR 10B
FR 20
FR 30
FR 20B
FR 35
545C
650 w/ backhoe
655A w/ backhoe
655C w/ backhoe
750 w/ backhoe
755 w/ backhoe
755B w/ backhoe
755A w/ backhoe
A-62
A-64
A-66
FL 320A
FL 330
H65C
H-90E
H-100C
260A
260A w/ backhoe
270A w/ backhoe
280A w/ backhoe
214S w/ backhoe
215S w/ backhoe
217S w/ backhoe
3C 1550 2WD w/ hoe
3D 1700 4WD w/ hoe
1400B w/ backhoe
1550B w/ backhoe
1600B w/ backhoe
1700B w/ backhoe
60Z IV
65Z IV
2620
2625
2630
2630D
2660B
2660C
2660D
2660E
2660G
2660J
2660K
2690
2691
2700
2700G
2700H
2710
2715
2717
2719
2719B
2719H
2719J
2720
2721
2722
2722D
2722G
2723
2723J
2725
2310
2310C
3517
3517C
3519
3519C
3520
3520C
3530
3540
3042
3046
3049H
3049I
3050
3051
3051B
3052
3054
3056
3056F
3056G
3057
3061
3063
3065
3114
3116
3118
3120M
3120S
3578
3884
3954
2260
2270
2280
2285
4430
4435
4440
4448
4450
4455
4457
4458
4459
4300
4310
$54.95
$52.17
$61.81
$72.56
$74.76
$76.48
$75.33
$83.20
$90.97
$118.06
$131.92
$59.65
$68.42
$99.32
$111.59
$122.29
$103.34
$106.46
$110.58
$118.77
$133.69
$142.93
$156.98
$76.61
$84.94
$91.34
$93.41
$96.37
$194.01
$226.88
$190.24
$58.44
$77.65
$76.04
$91.63
$87.76
$109.09
$122.61
$131.95
$166.08
$166.52
$72.13
$141.73
$75.90
$82.13
$158.81
$206.92
$175.70
$273.22
$42.87
$47.57
$52.40
$57.06
$61.81
$65.21
$74.05
$72.56
$63.88
$77.54
$100.65
$143.20
$156.01
$100.34
$172.14
$203.37
$46.27
$48.03
$52.91
$64.46
$62.69
$68.71
$72.24
$44.91
$59.66
$50.85
$58.20
$66.85
$68.00
$85.03
$94.95
20 LEADS, PILE DRIVING [ LEADS ]
DELAY FACTOR = 0.45 OVERTIME FACTOR = 0.59

KOMATSU

MASSEY FERGUSON

NEW HOLLAND
TEREX

VOLVO-MICHIGAN-EUCLID
FIXED

SWINGING
Includes headblock, taper top, tip sled and connector, foot yoke, foot yoke sheave, intermediate flights, and all attachments and accessories. Rated in accordance with height of the lead measured in meters ( linear feet)
Includes headblock, taper top, tip sled and connector, foot yoke, foot yoke sheave, intermediate flights, and all attachments and accessories. Rated in accordance with the height of the lead measured in meters (linear feet).

Model
Model
Model
Model
Model

OVER TO

OVER TO
[ KOMA ]
[ M-F ]
[ NHND ]
[ TERX ]
[ VME ]
[ FIXD ]
[ SWNG ]
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
KSS 80Z II
80Z III
80Z IV
85Z IV
90Z III
90Z IV
95Z IV-2
W 120-3
W 180-1
WA 200-1
WA 250-1
WA 300-1
WA 320-1
WA 350-1
WA 380-1
WA 380-3
WA 400-1
WA 420-3
WA 450-1
WA 450-2
WA 450-3
WA 470-1
WA 500-1
WA 600-1
WB 140-2 4WD
WB 150-2 4WD
MF 44C
MF 50H Series S
MF 50H Series S, 4WD
MF 50HX Series S
MF 50HX Series S, 4WD
MF 55C
MF 60 w/ backhoe
MF 60H Series S w/ hoe
MF 66C
MF 80 w/ backhoe
MF 88
640
650
545D
575E w/ backhoe
655D w/ backhoe
655E w/ backhoe
675D 4WD w/ backhoe
675E 4WD w/ backhoe
70C
72-61
72-71B
72-81
175B
175C
275B
275C
L-70C
L-90
L-120
L-120C
L-150C
L-160
L-180C
L-190
L-250G
0 16.8 (55) (w/o spotter)

16.8 (55) 32.0 (105) (w/o spotter)
over 32.0 (105) (w/o spotter)
0 16.8 (55) (w/ spotter)

16.8 (55) 32.0 (105) (w/ spotter)
over 32.0 (105) (w/ spotter)
0 16.8 (55) (w/o spotter)

16.8 (55) 32.0 (105) (w/o spotter)
over 32.0 (105) (w/o spotter)
0 16.8 (55) (w/ spotter)
4330
4335
4340
4345
4350
4355
4360
4520
4525
4536
4537
4538
4539
4540
4541
4541C
4542
4543C
4544
4544B
4544C
4545
4546
4550
4700
4710
5143
5150
5152
5154
5156
5170
5171
5172
5174
5182
5184
6000
6010
0100
0110
0120
0130
0140
0150
7938
8036
8055
8080
6186
6186C
6330
6330C
9570C
9575
9595
9595C
9598C
9600
9602C
9605
9606G
0100
0200
0300
1100
1200
1300
0400
0500
0600
1400
$123.20
$141.67
$143.89
$181.16
$200.96
$205.35
$261.86
$144.84
$204.88
$81.24
$110.82
$106.26
$129.41
$124.80
$153.97
$153.16
$149.12
$175.80
$184.39
$207.43
$209.71
$202.53
$242.18
$356.71
$65.51
$75.37
$78.01
$46.41
$47.14
$50.12
$51.05
$100.01
$48.63
$52.54
$127.29
$69.71
$202.12
$46.51
$49.86
$44.45
$62.14
$55.74
$66.61
$64.30
$76.08
$180.48
$222.01
$288.14
$337.86
$184.69
$208.10
$234.56
$276.44
$93.35
$111.74
$145.24
$151.01
$187.44
$194.84
$210.04
$226.09
$337.68
$26.89
$34.26
$42.90
$45.50
$54.27
$64.31
$17.82
$24.79
$33.43
$36.43
21 NON-OPERATED EQUIPMENT (DAILY
RATES)
Note various units for different items. The following allowance is entered on the extra work bill by using the (unit listed x number of days) in the hours worked column. The following list is limited to items with long estimated lives. Additional traffic related items such as cones and barricades, are still listed under TRAFC in this publication. Other non-operated items with short estimated lives should be treated as materials and should not be "rented". Non rented items are 1) intended to be job specific (amortized over the life of the project) and 2) have an estimated life measured by number of uses rather than a length of time.
[ NONOP ]
DELAY FACTOR = 0.55 OVERTIME FACTOR = 1.00

MISCELLANEOUS

SCAFFOLDING, SHORING,

FALSEWORK
Model
Model
[ MISC ]
[ SSFW ]
Code
Code
Rate
Rate

16.8 (55) 32.0 (105) (w/ spotter)
over 32.0 (105) (w/ spotter)
Casing, 450 mm dia, per 0.3 m (Casing, 18"
dia, per lf)
Casing, 650 mm dia, per 0.3 m (Casing, 26"
dia, per lf)
Casing, 900 mm dia, per 0.3 m (Casing, 36"
dia, per lf)
Casing, 1800 mm dia, per 0.3 m (Casing,
72" dia, per lf)
Casing, 2400 mm dia, per 0.3 m (Casing,
96" dia, per lf)
Casing, 2700 mm dia, per 0.3 m (Casing,
108" dia, per lf)
Casing, 3000 mm dia, per 0.3 m (Casing,
120" dia, per lf)
Pile, all depths "H" pile, per 45.0 kg (Pile,
all depths "H" pile, per hundred-weight)
Pipe, 250-300 mm dia, per 0.3 m (Pipe, 10-
12" dia, per lf)
Plate, 22 mm thick, per 9.3 sm (Plate, 7/8"
thick, per 100 sf)
Plate, 25 mm thick, per 9.3 sm (Plate, 1"
thick, per 100 sf)
Plate, 38 mm thick, per 9.3 sm (Plate, 1.5"
thick, per 100 sf)
Metal form, 1.8 m x3.0 m, per 14.6 m
(Metal form, 6x10 box culvert, per 48 lf)
Metal form, 2.4 m x3.7 m, per 15.2 m
(Metal form, 8x12 box culvert, per 50 lf)
Metal form, 2.1 m x4.3 m, per 15.2 m
(Metal form, 7x14 box culvert, per 50 lf)
Metal form, type 25 barrier, per 3.0 m
(Metal form, type 25 barrier, per 10 lf)
Metal form, type 26 barrier, per 3.0 m
(Metal form, type 26 barrier, per 10 lf)
Metal form, type 27 barrier, per 3.0 m
(Metal form, type 27 barrier, per 10 lf)
Metal form, type 50 barrier, per 3.0 m
(Metal form, type 50 barrier, per 10 lf)
Metal form, 1.8 m x 3.7 m girder panel, per

0.1 sm ( 6x12 girder panel, per sf)
Metal form, all heights paving, per 3.0 m
(Metal form, all heights paving, per 10 lf)
Scaffolding, 1.5 m section, per section
(Scaffolding, 5' section, per section)
Scaffolding, 3.0 m section, per section
(Scaffolding, 10' section, per section)
Scaffolding, 4.6 m section, per section
(Scaffolding, 15' section, per section)
Scaffolding, bottom/top section, per 1.5 m
section (per 5 ft section)
Scaffolding, 2.1 m high, rolling
(Scaffolding, 7' high, rolling)
Scaffolding, spider staging, plus air
compressor
Shoring, 1.1 m deep x 2235 mm wide, per
section (Shoring,3.5' deep x 88" wide
trench, per section)
Shoring, 1.2 m deep x 3.7 m wide box, per

7.3 m (Shoring, 4' deepx12' wide trench
box, per 24')
Shoring, 1.5 m deep x 2235 mm wide, per
section (Shoring, 5' deep x 88" wide trench,
per section)
Shoring, 2.1 m deep x 1397 mm wide, per
section (Shoring, 7' deep x 55" wide trench,
per section)
Shoring, 2.1 m deep x 2235 mm wide, per
section (Shoring, 7' deepx88" wide trench,
per section)
Shoring, 2.4 m deep x 4.6 m wide, per 3.0 m
(Shoring, 8' deepx15' wide trench box, per
10')
Shoring, 2.4 m deep x 2.4 m max width, per

7.3 m(8' deep x 8' max width trench box,
per 24' )
Shoring, 3.0 m deep x 2.4 m max box, per

4.9 m (Shoring, 10' deepx8' max trench
box, per 16')
Shoring, 3.0 m deep x 2.4 m max box, per

7.3 m (Shoring, 10' deepx8' max trench
box, per 24')
Wood, 50 mm x255 mm, per 30.5 m (Wood,
2"x10", per 100 lf)
Wood, 50 mm x305 mm, per 30.5 m (Wood,
2"x12", per 100 lf)
Wood, 100mm x100mm, per 30.5 m (Wood,
4"x4", per 100 lf)
Wood, 100 mm x150 mm, per 30.5 m
(Wood, 4"x6", per 100 lf)
Wood, 100 mm x205 mm, per 30.5 m
(Wood, 4"x8", per 100 lf)
Wood, 100 mm x305 mm, per 30.5 m
(Wood, 4"x12", per 100 lf)
Wood, 150 mm x305 mm, per 30.5 m
(Wood, 6"x12", per 100 lf)
Wood, 150 mm x455 mm, per 30.5 m
(Wood, 6"x18", per 100 lf)
Wood, 205 mm x405 mm, per 30.5 m
(Wood, 8"x16", per 100 lf)
1500
1600
0120
0130
0140
0150
0160
0170
0180
0190
0200
0210
0220
0230
0310
0320
0330
0340
0350
0360
0370
0380
0390
0410
0420
0430
0440
0450
0460
0510
0515
0520
0530
0540
0550
0560
0570
0580
0605
0610
0615
0620
0625
0630
0635
0640
0645
$44.80
$54.83
$0.05
$0.08
$0.11
$0.27
$0.34
$0.39
$0.51
$0.05
$0.03
$1.64
$1.87
$2.80
$56.99
$63.16
$69.42
$3.46
$3.66
$3.15
$3.41
$0.20
$0.05
$0.71
$1.58
$2.08
$0.98
$1.48
$31.75
$1.64
$14.90
$1.72
$1.51
$1.81
$12.28
$24.25
$21.77
$30.29
$0.21
$0.26
$0.18
$0.25
$0.36
$0.54
$0.90
$1.45
$1.77
22 PAVEMENT GRINDERS, DIAMOND
BLADES
PAVEMENT GRINDERS, TUNGSTENCARBIDE BITS
Includes water(but not water truck or trailer), coolant, cutting compounds and all attachments and accessories. Replacement blades are included in the rates listed below.

Includes water(but not water truck or trailer), coolant, cutting compounds and all attachments and accessories. Replacement bits or tips are included in the rates listed below.
[ PGDIA ]
[ PGT-C ]
DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.90
TANK

TRAFFIC SAFETY
CONCUT

CUSHION CUT

PENHALL
TARGET

BARBER-GREENE

CATERPILLAR
C.M.I.

INGERSOLL-RAND
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ TANK ]
[ TRAF ]
[ CCUT ]
[ CUCT ]
[ PENH ]
[ TARG ]
[ B-G ]
[ CAT ]
[ CMI ]
[ I-R ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Wood, 305 mm x455 mm, per 30.5 m
(Wood, 8"x18", per 100 lf)
Wood, 305 mm x305 mm, per 30.5 m
(Wood, 12"x12", per 100 lf)
Wood form, type 27 barrier, per 2.4 m
(Wood form, type 27 barrier, per 8 lf)
Wide flange beam, all depths, per 45 kg
(Wide flange beam, all depths, per hundred
wt.)
Tank, metal, 0-2270 liters (0-600 gallons)
Tank, metal, 2270-4540 liters (600-1200
gal)
Tank, metal, 4540-9840 liters (1200-2600
gal)
Tank, metal, 22 710 liters (6000 gallons)
Tank, metal, 28 390 liters (7500 gallons)
Tank, metal, 30 280 liters ( 8000 gallons)
Tank, metal, 37 850 liters (10000 gallons)
Crash cushion barrel, filled, each
K-rail, temporary concrete barrier, per 6.1
m (20 lf)
BC-38 (136 blades)
BC-244 (187 blades)
BC-1268 (48 blades)
HG-130A (127 blades)
PC-390(171 blades)
G-38 (172 blades)
CG-65 (41 blades)
PRM-3804 (170 blades)
RX-20
RX-30
RX-40B
RX-50
RX-80B
PM-800
PR-105
PR-275
PR-450
PR-750
PR-750B
PR-1000
PR-275 RT
PR-375
PR-450
PR-525
PR-500FL
PR-750
PR-800-7
PR-1000
MW-175
MW-250
MW-250C
MT-6520 (crawler)
MW-6520
MW-6520HC
MT-7000
0650
0655
0660
0670
0710
0720
0730
0740
0750
0760
0770
0810
0820
0500
0505
0510
0600
0610
0800
0900
0905
0100
0105
0110
0115
0120
0200
0201
0205
0210
0215
0216
0220
0150
0155
0160
0165
0170
0175
0177
0180
0280
0285
0286
0300
0305
0310
0315
$2.00
$1.72
$0.37
$0.05
$0.97
$1.33
$3.29
$6.62
$8.31
$8.79
$9.75
$1.37
$0.63
$205.81
$252.03
$77.93
$193.62
$303.07
$389.11
$115.15
$429.54
$206.49
$328.07
$383.88
$450.47
$758.19
$584.29
$98.75
$272.40
$403.85
$600.10
$625.73
$821.29
$260.38
$334.25
$383.95
$420.70
$455.83
$582.88
$635.07
$683.45
$114.62
$122.68
$147.38
$371.46
$265.55
$346.51
$471.87
23 PUMPS, WATER HOSE

ROLLERS, TANDEM STEEL WHEELS
Centrifugal and diaphragm types (including submersibles). Rate includes power (gas, diesel or electric generator), 7.6 meters(25 lineal feet) of suction hose, 15.2 meters (50 lineal feet) of discharge hose, foot valve and all fittings, attachments and accessories.

Includes all attachments and accessories.
[ PUMWA ]
[ ROL-2 ]
DELAY FACTOR = 0.36 OVERTIME FACTOR = 0.68
DELAY FACTOR = 0.10 OVERTIME FACTOR = 0.91

WIRTGEN
A PUMP

INLET-SUCTION HOSE

OUTLET-DISCHARGE HOSE
BOMAG

DRESSER

FERGUSON
GALION
HYSTER
Listed by Mfr's rated capacity measured in thousands of liters per minute (thousands of gallons per hour) at 3.0 meters (10 feet) of suction head.

Additional 7.6 meter (25 foot) lengths of suction hose shall be paid based on the inside hose diameter in millimeters (inches).

Additional 15.2 meter (50 foot) lengths of discharge hose shall be paid based on the inside hose diameter in millimeters (inches).

Model

OVER TO

OVER TO
Model
Model
Model
Model
Model
[ WIRT ]
[ APMP ]
[ INHS ]
[ OUHS ]
[ BMAG ]
[ DRES ]
[ FERG ]
[ GALN ]
[ HYST ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
300VC
1000VC
1900DC
2000VC
2100VC
2200VC
3500VC
4200VC
0 0.6 (10)

0.6 (10) 1.3 (20)

1.3 (20) 1.9 (30)

1.9 (30) 3.2 (50)

3.2 (50) 7.9 (125)

7.9 (125) 15.8 (250)
0 60 (2.5)
60 (2.5) 80 (3)
80 (3) 100 (4)
100 (4) 150 (6)
0 60 (2.5)
60 (2.5) 90 (3.5)
90 (3.5) 100 (4)
100 (4) 150 (6)
BW-4AS
BW-6AS
BW-10AS
BW-12AS
S3-5B
S8-12A
S10-14A
3-5 ton
3-5A
4-6A
5-8 ton
5-8A
8-12 ton
8-12B
8-12A
10-14 ton
10-14A
10-14B
4-6 ton roll-o-static
S4-6A, S4-6B
5-8 ton roll-o-static
S5-8A
8-10.5 ton roll-o-static
S8-10.5A
8-12 ton roll-o-static
S8-12A
C 330A 3-5 ton
C 330B 3-5 ton (Hypac)
C 330A 4-6 ton
C 330B 4-6 ton (Hypac)
C 340A 5-8 ton
C 340A 8-10 ton
C 340B 5-8 ton
0380
0390
0395
0400
0402
0405
0410
0420
000-010
010-020
020-030
030-050
050-125
125-250
0-2.5

2.5-3.5

3.5-4
4-6
0-2.5

2.5-3.5

3.5-4
4-6
1150
1155
1160
1165
2500
2520
2525
4048
4048A
4142A
4236
4240
4424
4424B
4430
4450
4455
4455B
4650
4670
4800
4820
4988
5000
5176
5190
6520
6520B
6525
6526
6530
6540
6545
$43.74
$166.17
$393.47
$383.34
$496.82
$654.06
$666.47
$684.42
$4.51
$6.94
$8.21
$29.86
$35.42
$41.83
$0.10
$0.16
$0.23
$0.38
$0.07
$0.13
$0.19
$0.26
$29.89
$31.59
$54.25
$55.06
$39.34
$51.60
$52.41
$24.43
$25.77
$25.92
$58.23
$43.90
$45.61
$47.57
$44.94
$46.55
$45.48
$48.16
$38.42
$41.13
$44.75
$47.25
$45.42
$47.99
$45.74
$48.67
$40.88
$30.95
$42.30
$33.19
$50.48
$51.05
$44.17
24 ROLLERS, RUBBER TIRE, SELF

PROPELLED

ROLLER-TAMPING, SEGMENTED,

SHEEPSFOOT, SELF PROPELLED
Includes all attachments and accessories.

Includes all attachments and accessories.
[ ROLRT ]
[ ROTAM ]
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.87
DELAY FACTOR = 0.09 OVERTIME FACTOR = 0.92
INGRAM

REXNORD

BUFFALO-BOMAG

CATERPILLAR

DYNAPAC
GALION
HYSTER

BUFFALO-BOMAG

CATERPILLAR
RAYGO

REXNORD
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ INGM ]
[ RXND ]
[ B-B ]
[ CAT ]
[ DYPC ]
[ GALN ]
[ HYST ]
[ B-B ]
[ CAT ]
[ RAGO ]
[ RXND ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
C 340C 5-8 ton (Hypac)
C 340B 8-10 ton
C 340C 8-10 ton (Hypac)
C 350B 8-12 ton
C 350B 10-14 ton
C 350C 8-12 ton
C 350C 10-14 ton
C 350D 8-12 ton
4-6 ton FB
5-6.5 ton FB
8-12 ton HB
10-14 ton HB
3-5 ton
4-6 ton
5-8 ton
7-10 ton
8-12 ton
10-14 ton
BW 20R
PS 110
PS 130
PS 180
PS 200B
CP 15
CP 21
CP 27
3500
P 3000
P 3500A
C 530A
C 550A
K 300
K 301
K 401
815
815B
815F
825B
825C
835
30 45
RAM PAK 45
3-30
3-35 PACTOR
3-45 PACTOR
3-50, 3-50A PACTOR
3-55, 3-55B PACTOR
6546
6548
6549
6710
6740
6750
6755
6757
6900
6965
7175
7275
8566
8572
8578
8584
8590
8596
2624
3460
3465
3470
3480
3500
3510
3520
4310
4315
4320
5401
5494
1630
1635
1638
2300
2310
2320
2500
2510
2700
6490
6500
6505
7120
7127
7130
7140
7150
$46.43
$44.91
$46.93
$51.98
$52.50
$46.26
$46.99
$47.79
$30.90
$32.52
$45.13
$45.77
$29.97
$30.57
$68.57
$68.78
$69.14
$69.49
$50.59
$49.50
$48.88
$51.20
$64.80
$47.67
$57.97
$75.09
$50.86
$45.89
$50.72
$48.98
$55.31
$99.86
$110.30
$128.73
$114.54
$166.04
$179.98
$193.43
$245.84
$247.36
$96.85
$145.78
$155.74
$116.22
$138.99
$178.37
$201.84
$237.63
25 ROLLERS-TAMPING, SEGMENTED,

SHEEPSFOOT, TOWED

ROLLERS, VIBRATORY, SELF

PROPELLED
Includes all attachments and accessories. Listed by drum dimensions in millimeters (feet) in either direction. The first digit is the diameter and the second digit is the length of each drum.

Includes all attachments and accessories.
[ ROTAT ]
[ ROVIB ]
DELAY FACTOR = 0.44 OVERTIME FACTOR = 0.62
DELAY FACTOR = 0.16 OVERTIME FACTOR = 0.86

SINGLE DRUM UNIT

DOUBLE DRUM UNIT

BUFFALO-BOMAG
BOMAG
BROS
CASE

CATERPILLAR
Model
Model
Model
Model
Model
Model
Model
[ ADRU ]
[ DDRU ]
[ B-B ]
[ BMAG ]
[ BROS ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
1220 mm x1220 mm (4'X4') & under
over 1220 mm (4') - not over 1520 mm (5')
over 1520 mm (5')
1220 mm x1220 mm (4'X4') & under, each
over 1220 mm (4') - not over 1520 mm (5'),
each
over 1520 mm (5'), each
BW 210
BW 210A
BW 213
BW 214
BW 35
BW 60, 60S
BW 65, 65S
BW 75, 75S
BW 85T
BW 90
BW 100AD-3
BW 120AD
BW 142PD
BW 151AD
BW 170AD, D
BW 172AD, D
BW 202AD
VM 255
VM 268, VM 268H
VM 278
50B
W 251
252, W 252
752, W 752
1102, W 1102
1102D, W 1102D
602D
752B
CB 54
CS 56
CB 64
CB 214
CB 214B
CB 224
CB 224B
CB 224C
CB 224E
CB 314
CP 323 padfoot drum
CS 323 smooth drum
CB 414
CS 431
CS 431B
CP 433 padfoot drum
CP 433B padfoot drum
CP 433E
CS 433 smooth drum
CS 433B smooth drum
CB 434
CB 434D
CB 514
CB 534
CB 534C
CB 534D OR XW
CS 551
CP 553 padfoot drum
CS 553 smooth drum
CP 563 padfoot drum
CS 563 smooth drum
CS 563C
CB 614
CB 634
CB 634C
4X4
4X5
5 4X4
4X5
5 2060
2070
2080
2090
0700
0800
0900
1000
1200
1300
1325C
1350
1359
1365
1380
1385
1400
2023
2024
2025
2228
2400
2405
2450
2500
2505
2510
2520
7000
7020
7400
8025
8026
8030
8031
8031C
8031E
8035
8040
8042
8045
8050
8051
8055
8056
8056E
8060
8061
8062
8062D
8065
8067
8067C
8067D
8070
8075
8080
8082
8083
8083C
8085
8095
8095C
$2.54
$2.87
$5.22
$6.14
$18.60
$34.33
$75.74
$77.81
$76.88
$78.69
$7.54
$11.84
$8.16
$13.25
$23.34
$15.63
$40.35
$41.15
$46.57
$66.81
$59.23
$59.30
$91.47
$59.46
$73.10
$113.81
$8.69
$28.76
$37.88
$64.36
$86.01
$86.14
$58.90
$67.34
$114.44
$125.92
$130.50
$36.72
$37.99
$37.86
$39.94
$40.78
$43.07
$39.71
$63.18
$61.40
$60.37
$56.43
$77.66
$63.16
$84.25
$99.41
$64.37
$81.18
$69.82
$83.24
$76.83
$99.44
$95.03
$120.33
$109.91
$114.93
$111.23
$116.80
$112.78
$118.07
$121.41
$119.09
$119.84
26 DYNAPAC
ESSICK
HYSTER

INGERSOLL-RAND
Model
Model
Model
Model
[ DYPC ]
[ ESIK ]
[ HYST ]
[ I-R ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
LR 90
A 36V, A 36D
CA 12
CA 12D
CA 12PD
CA 12PDB strikeoff blade
CA 15
CA 15A
CA 15D
CA 20D
CA 15PD
CA 25
CA 25S
CA 25A, CA 25D
CA 25PD
CA 25T
CA 30
CA 30D
CA 51S, CA 51D
CA 55D
CA 151PDB
CC 10, CC 10 series II
CC 10A
CC 102
CC 12
CC 14
CC 21
CC 21 II
CC 211
CC 42 II Dynatronic
CC 42A
CC 50
CC 50A
CC 50PD
CC 50S
DD 18
300V
2100V
VR 30RE
VR 42RE
V 30WR, V 30W2-R
C 612B
C 610A
C 610B
C 615B
C 617B
C 620B
C 625B
C 627B
C 727A
C 748A (Hypac/Hyster)
C 766A
C 766B (Hypac/Hyster)
C 850A
C 850B (Hypac/Hyster)
C 852A
C 852B (Hypac/Hyster)
C 860A
C 860B (Hypac/Hyster)
DD 22
DD 23
DD 24
DA 30
DD 35
DA 40
DA 41
DD 34HF
DA 48
DA 50
DD 65
DF 84
DS 84
DD 90
DD 110
DD 130
DD 145
SPA 56
SP 48
SP 48DD
SPF 48
SPF 48B
SP 54
SP 54DD
SPA 54
SPF 54
SP 56
2401
2405
2409A
2409B
2409E
2409H
2410
2420
2421
2422
2425
2430
2440
2450
2455
2460
2462
2464
2466
2468
2469
2470
2472
2472C
2472E
2473
2474
2474B
2474C
2475
2476
2482
2488
2488E
2489
2498
2499E
2499H
2700
2820
2902
3450
3500
3540
3562
3563
3566
3570
3572
3572E
3572F
3572G
3572H
3572J
3572K
3572N
3572P
3572S
3572T
3565
3570
3572
3573
3573C
3573E
3573G
3573HF
3573M
3574
3574A
3574B
3574C
3574D
3574F
3574H
3574J
3810
3880
3885
3890
3892
4000
4005
4010
4020
4030
$17.17
$41.09
$55.35
$46.56
$47.07
$44.58
$72.73
$63.19
$76.36
$62.20
$63.90
$93.07
$91.42
$96.22
$99.43
$84.80
$97.65
$102.36
$121.76
$124.76
$88.21
$37.26
$32.78
$39.54
$40.88
$58.87
$59.84
$63.12
$72.21
$97.23
$96.11
$107.00
$119.58
$186.23
$177.68
$15.10
$19.61
$18.48
$11.22
$28.64
$12.43
$66.29
$51.37
$64.43
$66.66
$67.17
$66.02
$67.81
$68.50
$97.53
$43.47
$85.28
$102.80
$104.06
$120.13
$109.84
$123.80
$108.47
$117.42
$48.56
$35.80
$47.26
$37.54
$39.09
$66.32
$68.78
$57.35
$92.44
$92.65
$70.42
$151.97
$148.56
$98.55
$109.47
$146.12
$125.97
$71.20
$70.15
$71.82
$74.23
$75.51
$71.96
$74.06
$72.89
$79.13
$83.48
27 KOEHRING-BOMAG
MIKASA
RAYGO
RAMMAX
SAKAI
TAMPO
Model
Model
Model
Model
Model
Model
[ KOBO ]
[ MIKA ]
[ RAGO ]
[ RAMX ]
[ SAKI ]
[ TAMP ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
SP 56DD
SP 56DH
SPF 56
SPF 56B
SPF 56DH
SPF 56DHB
SP 60
SP 84
SP 60DD
SPF 60
SPF 60B
SPF 60C
SPF 84
SPF 84B
SD 40D
SD 40F w/ blade
SD 70
SD 100
SD 100D
SD 100F
SD 115D
SD 150D
BW 120AC
BW 120AD
BW 121AD
BW 130AD
BW 140AD
BW 141AC
BW 141AD
BW 142D
BW 172
BW 172D
BW 213D
BW 214D
BW 215D
BW 217D
BW 220D
MDR 7DW
MDR 9G
MDR T38S
MRV 10GA
1-36 REBEL
2-36 ROMPER
2-66 RANGER
2-84 RANGER
220A RASCAL
320A RASCAL
320S RASCAL
400A RASCAL
404B RUSTLER
410A RASCAL
600A RASCAL
4000 RASCAL
4200 RASCAL
4404 RUSTLER
P 33/24
P 33/24 w/ remote
P 51
S 51
P 47
SV 70
SV 70D
SV 91
SV 91D
SV 200D
RP 16D (HD)
RP 28D
RP 48D
RP 58D
RS 16 (HD)
RS16A (HD)
RS 16D (HD)
RS 28C
RS 28D
RS 58D
RS 156A
RS 166A
RS 188A
RS 210
4035
4037
4040
4050
4080
4090
4100
4105
4110
4120
4130
4132
4133
4134
4138
4138FB
4139
4140
4140D
4140F
4141D
4143D
4168E
4169
4193
4193E
4194
4194B
4194E
4194H
4212
4212E
4237
4238
4240
4242
4250
4404
4405
4407
4409
4805
4810
4820
4830
4840
4876
4890
5010
5110
5150
5220
5235
5236
5236E
4605
4606
4625
4630
5290
8025
8026
8050
8051
8060
5990
5995
6110
6115
6170
6180
6185
6315
6320
6327
6340
6350
6370
6400
$86.51
$118.44
$88.59
$91.64
$120.00
$124.07
$151.66
$123.44
$173.95
$178.85
$187.21
$164.39
$125.23
$129.90
$63.44
$65.03
$73.12
$91.33
$111.17
$111.75
$139.36
$149.94
$40.45
$41.12
$37.01
$43.02
$66.59
$64.18
$59.43
$44.73
$56.27
$58.86
$93.81
$114.85
$114.00
$143.29
$108.05
$9.95
$14.08
$10.10
$15.68
$17.36
$37.93
$94.54
$132.03
$55.29
$66.31
$63.45
$66.89
$72.47
$70.64
$90.13
$98.96
$105.21
$39.42
$21.69
$20.95
$82.91
$44.35
$42.31
$66.77
$69.24
$100.71
$102.78
$50.25
$63.68
$85.24
$112.83
$102.11
$60.67
$62.72
$63.25
$80.92
$82.21
$100.58
$66.38
$87.69
$112.56
$86.77
28 SHOVELS & CRANES CRAWLER

SHOVELS & CRANES, TRUCK MOUNTED

SANBLASTING EQUIPMENT
Includes all attachments and accessories when used as a crane, clamshell, dragline or for pile driving (not including leads or driving equipment).

Includes truck/carrier. Includes all attachments and accessories when used as a crane, clamshell, dragline or for pile driving (leads and driving equipment not included).

Includes helmets, gauntlets, 30.5 meters(100 feet) of hose, pot, all control valves, nozzles and other attachments and accessories. Rated in accordance with the capacity of the pot measured in kilograms(pounds)of sand. [ S&CCL ]
[ S&CTK ]
[ SANBL ]
DELAY FACTOR = 0.19 OVERTIME FACTOR = 0.84
DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.81
DELAY FACTOR = 0.51 OVERTIME FACTOR = 0.53
WACKER

LINK-BELT

MANITOWOC
P&H

AMERICAN HOIST & DERRICK

LINK-BELT
P&H

REMOTE CONTROL ONLY
Model
Model
Model
Model
Model
Model
Model

OVER TO
[ WACK ]
[ L-B ]
[ MTWC ]
[ P&H ]
[ AMHD ]
[ L-B ]
[ P&H ]
[ REMC ]
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
R 900
R 1000
W 55T
W 74L, W 74T
W 74
W 75
WDH 84
WDH 86-110
WHK 90, WHK 90L
LS 78
LS 78 pipeliner
LS 98
LS 98 pipeliner
LS 98A
LS 108B
LS 108D
LS 118
LS 218H
LS 318
LS 338
LS 518
222EX (WEST)
2900 WC
3000 W
3900B (100 ton)
3900 W VICON series 2
4000 W VICON
4100 W VICON series 1
4100 W VICON series 2
4600 VICON series 1
4600 VICON series 3
535
550
670 WLC
5470
5530
7450
7460
7530
8460
8470
HC 48A
HC 108B
HC 108C
HC 138
HC 138A
HC 218
HC 218A
HC 228H
HC 238A, 238B
440 TC
650A TC
670 TC
790 TC
8115A TC
45 (100) 159 (350)
159 (350) 272 (600)
272 (600) 454 (1000)
454 (1000) 680 (1500)
680 (1500) 907 (2000)
7850
7855
7860
7880
7890
7900
7910
7912
7915
4702
4724
4826
4852
4924
4980
4981
4998
5010
5012
5020
5124
5600
5764
5812
6036
6132
6180
6196
6198
6328
6332
7716
7748
7892
1015
1080
1130
1140
1170
1178
1179
4332
4960
4970
4992
4995
5050
5051
5054
5065
7240
7720
7790
7880
7950
010-035
035-060
060-100
100-150
150-200
$25.37
$40.43
$12.35
$12.22
$11.87
$12.86
$17.17
$21.27
$21.34
$77.62
$79.76
$88.89
$95.61
$90.03
$99.83
$127.98
$145.17
$238.13
$144.53
$156.42
$229.94
$291.84
$129.70
$167.87
$214.58
$277.31
$252.87
$374.16
$384.04
$557.33
$646.79
$130.49
$136.88
$158.51
$127.18
$217.94
$128.91
$178.98
$201.23
$253.32
$395.47
$77.67
$96.41
$133.14
$100.47
$215.20
$133.25
$214.84
$261.42
$216.09
$95.66
$135.80
$139.69
$132.32
$181.75
$2.14
$2.82
$2.86
$3.59
$4.00
29 SAWS, CHAIN AND EARTH AUGER

ATTACHMENT

SAWS, CONCRETE AND MASONRY

SCRAPERS, SELF PROPELLED
Hand held type, one or two man, gas, air or electric powered including all attachments and accessories. Blades, chains and tips shall be paid separately.

Saws which cost less than $500 are considered minor tools and are no longer listed. Rated in accordance with Mfr's kilowatts (horsepower).

Self powered gas, air or electric powered. Includes water ( but not water truck or trailer), coolant, cutting compounds and all attachments and accessories.

Saw blades or abrasive discs shall be paid in accordance with the following sawkerf codes.

Includes all attachments and accessories.
[ SAWCH ]
[ SAWCO ]
[ SCRSP ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89
DELAY FACTOR = 0.15 OVERTIME FACTOR = 0.86
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.88
SAWS

SINGLE & MULTI-BLADE

OPERATION

BLADE SAWKERF

CATERPILLAR

JOHN DEERE

INTERNATIONAL
Listed in accordance with Mfr's rated kilowatts (horsepower).

The following allowance is entered on the extra work bill by using the length x depth per blade.

Model

OVER TO
UNITS
Model
Model
Model
[ SAW ]
[ ABOP ]
[ ABSK ]
[ CAT ]
[ DEER ]
[ INTL ]
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
>3.7 (5 ) 30 amps @ 120V
0 7.5 (10)

7.5 (10) 14.9 (20)

14.9 (20) 24.6 (33)

24.6 (33) 33.6 (45)

33.6 (45) 48.5 (65)
Rate /blade/ 30.5 m (100 lin ft) / 25 mm
(inch) depth
Rate/blade/ 0.3 m (lin ft) / 25 mm (inch)
depth
613
613B
613C
615
615C
621B cushion hitch
623B
623E
623F
627B push pull
627E non push-pull
627E push-pull
631C 67M5012 serial
631D
631E
633C non cushion hitch
633C cushion hitch
633C 66M693 serial
633D
637 cushion, non-push-pull
637 non-cushion, push-pull
637D non push-pull
637D push-pull
639D
637E
637E push-pull
641B non cushion hitch
641B cushion hitch
651B non cushion hitch
651B cushion hitch
651E
657B non cushion, non p-p
657B cushion, push-pull
657E non push-pull
657E push-pull
660B
666B
JD 760A
JD 762
JD 762A
JD 762B
JD 860A
JD 860B
JD 862
JD 862B
412B
431B
433B
5-HP
0-10
10-20
20-33
33-45
45-65
100'/IN

LF-INDE
1395
1400
1402
1415
1416
1680
1700
1702
1703
1770
1772
1773
2170
2180
2185
2305
2315
2320
2330
2375
2410
2460
2470
2475
2476
2477
2620
2655
2935
2970
2975
3360
3370
3375
3380
3470
3600
3845
3860
3865
3866
3920
3930
3940
3942
5631
5637
5643
$3.49
$4.16
$9.36
$18.58
$21.44
$25.96
$18.00
$0.18
$82.60
$91.46
$113.66
$157.29
$171.36
$200.83
$206.40
$243.04
$253.47
$266.94
$283.17
$288.05
$231.66
$282.79
$307.37
$227.89
$227.78
$237.20
$292.98
$343.85
$346.14
$414.75
$418.81
$428.79
$449.03
$454.59
$290.95
$335.85
$341.74
$344.27
$415.79
$546.87
$553.52
$633.78
$653.23
$319.12
$513.89
$82.29
$101.03
$105.35
$121.76
$120.35
$126.52
$148.90
$179.23
$101.54
$197.89
$291.03
30 TRACTORS, CRAWLER
Includes all attachments and accessories such as dozer blade and power control blocks when needed, but does not include backhoe, winch or ripper units listed elsewhere in this schedule.
[ TRACC ]
DELAY FACTOR = 0.13 OVERTIME FACTOR = 0.87
TEREX
WABCO
CASE

CATERPILLAR
Model
Model
Model
Model
[ TERX ]
[ WAB ]
[ CASE ]
[ CAT ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
S 11EB
S 23E 33TOT-H-93SH, elev
S 24 49LOT-76SH serial
S 24B 023-024 serial
S 24C
101F
101G
111A
222G
222H
350
350B
450
450B
450C
475
550
650
850
850B
850C
850D
1150B
1150C
1150D
1150E
D-3
D-3B
D-3 LGP
D-3B LGP
D-3B SA
D-3C
D4C Series III
D-4D
D-4E direct drive
D-4E power shift
D-4H
D-4H LGP
D-4H Series II
D-4E SA
D-4E LGP power shift
D-4E LGP direct drive
D-4G XL
D-5
D-5B power shift
D-5B SA
D-5B LGP
D-5C
D-5H
D-5H Series II
D-5H LGP
D-6C direct drive
D-6C power shift
D-6C LGP
D-6D
D-6D SA
D-6D LGP
D-6H
D-6H Series II
D-6H LGP
D-6M LGP
D-6N XL
D-6R DS
D-6R XL
D-7G
D-7G LGP
D-7G SA
D-7H
D-7H Series II
D-7H LGP
D-8K
D-8L
D-8L SA
D-8N
D-8R
D-8T
D-9H
D-9L
D-9N
D-9R
D-10
D-10N
D-10R
D-11N
8245
8250
8260
8270
8275
8570
8575
8640
8700
8704
1820
1825
1868
1869
1869E
1870
2000
2100
2128
2130
2135
2140
2250
2255
2257
2258
2340
2345
2350
2355
2370
2380
2450
2655
2660
2665
2670
2675
2680
2772
2780
2782
2790XL
3194
3206
3325
3345
3346
3347
3348
3350
3645
3688
3710
3720
3725
3730
3732
3733
3735
3745
3755
3800
3815
4180
4200
4210
4215
4216
4220
4858
4862
4863
4864
4870
4880
5160
5165
5170
5175
5220
5225
5227
5230
$81.82
$191.01
$246.08
$295.83
$319.10
$94.83
$94.63
$89.58
$175.26
$197.20
$37.85
$40.00
$32.34
$36.50
$41.39
$53.61
$43.38
$51.29
$43.87
$47.31
$51.51
$54.43
$65.56
$71.35
$73.63
$76.24
$38.07
$41.89
$38.72
$43.18
$46.92
$44.32
$56.42
$45.90
$48.04
$49.37
$62.31
$61.79
$63.58
$58.55
$49.57
$49.57
$57.12
$65.78
$69.24
$75.87
$71.98
$61.39
$82.30
$86.43
$85.41
$85.58
$86.24
$88.79
$97.41
$109.94
$97.81
$111.15
$115.93
$115.82
$106.67
$109.74
$121.70
$127.95
$145.89
$141.48
$157.84
$151.25
$161.03
$157.88
$196.01
$233.67
$255.56
$208.59
$228.79
$280.33
$261.76
$311.08
$264.53
$307.87
$476.53
$381.54
$425.01
$591.50
31 TRACTORS, HEAVY
Includes all attachments and accessories such as dozer blade, power control units and push blocks, when needed, but does not include backhoe, winch or ripper units listed elsewhere in this schedule.
[ TRACH ]
DELAY FACTOR = 0.14 OVERTIME FACTOR = 0.88

JOHN DEERE

DRESSER

FIAT-ALLIS

KOMATSU

CATERPILLAR
Model
Model
Model
Model
Model
[ DEER ]
[ DRES ]
[ F-A ]
[ KOMA ]
[ CAT ]
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
JD 350C
JD 350D
JD 400G
JD 450C
JD 450D
JD 450E
JD 450G
JD 450J LT/LGP
JD 550
JD 550A
JD 550B
JD 550G
JD 650G
JD 650H LGP
JD 750
JD 750B
JD 750 LGP
JD 750B LGP
JD 850
JD 850B
JD 850 LGP
JD 850B LGP
TD 7E
TD 7G
TD 8E
TD 8G
TD 12
TD 12 LGP
TD 15C
TD 15E
TD 15C LGP
TD 20E
TD 20G
TD 20G LGP
TD 25E
TD 25G
10C
10C LGP
14C
FD 20
21C
FD 30
31 FD 40
D 21P-6
D 31A-16
D 31A-17
D 31E-17
D 31E-18
D 31P-16
D 31P-17
D 31P-17B
D 58E-1
D 58P-1
D 65E-6
D 65E-7, E-8
D 65P-6
D 65P-7 / D 65P-8
D 68P-1
D 68E-1
D 83E-1
D 83P-1
D 85P-18
D 85A-18
D 85E-12
D 85E-18
D 135A-1
D 155A-1
D 155A-2
D 375A-1
D 375A-2
D 455A-1
D 475A-2
814
814B
824B
824C
834B
5360
5365
5405
5474
5476
5478
5479
5479J
5480
5481
5483
5484
5484A
5484H
5485
5486
5487
5488
5490
5491
5492
5495
9100
9102
9105
9107
9110
9115
9120
9122
9125
9130
9135
9137
9139
9140
6043
6044
6048
6056
6060
6060E
6061
6061E
7965
7970
7972
7976
7977
7980
7981
7981E
8003
8003H
8070
8072
8080
8082
8083
8085
8087
8088
8090
8114
8120
8140
8150
8160
8161
8175
8176
8180
8186
1400
1410
1720
1730
2010
$41.95
$47.14
$39.21
$41.92
$43.48
$44.30
$47.58
$57.56
$47.21
$51.16
$49.87
$55.35
$61.99
$65.97
$73.64
$80.75
$76.67
$97.70
$96.40
$110.96
$101.28
$118.38
$42.96
$47.58
$52.29
$55.94
$75.09
$85.72
$104.69
$127.71
$101.69
$142.04
$170.20
$178.07
$203.20
$247.46
$83.29
$84.20
$105.11
$151.27
$175.51
$203.81
$278.17
$315.32
$45.57
$39.80
$43.45
$45.37
$47.86
$40.20
$44.21
$46.43
$87.67
$95.89
$101.57
$112.64
$104.38
$116.22
$127.99
$122.64
$148.57
$149.99
$160.13
$142.27
$125.30
$152.91
$196.81
$226.74
$226.38
$360.11
$397.22
$441.36
$617.40
$134.55
$193.40
$220.61
$263.88
$396.38
32 TRACTORS, RUBBER TIRE,

INDUSTRIAL, FARM & SKID STEER

TRAFFIC CONTROL & SAFETY DEVICES
(HOURLY RATES)

TRAFFIC CONTROL & SAFETY DEVICES
(DAILY RATES)
Includes supplies and servicing. The following allowance is entered on the extra work by using days instead of hours worked. Crash cushion barrels and K-rail sections are now listed with Non-Operated items[NONOP]. [ TRACS ]
[ TRAFA ]
[ TRAFC ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89
DELAY FACTOR = 0.36 OVERTIME FACTOR = 0.69
DELAY FACTOR = 0.73 OVERTIME FACTOR = 1.00

37.3 kW (50 HP) OR LESS
OVER 37.3 kW (50 HP)

CHANGEABLE MESSAGE SIGN

FLASHING ARROW SIGN
(1) BARRICADES
(2) TRAFFIC CONES
(3) PORTABLE DELINEATOR
(4) ILLUMINATED SIGNS
(5) FLASHING BEACON
(6) FLAG/SIGN STAND
(7) DELINEATOR DRUM
Including, but not limited to the following:

Bobcat--440B, 443B, 450, 453, 542B, 543B, 553, 742B, 743B, 753, 763, 773, 1840, 7753
Case-- 1818, 1825, 1835C, 1838
Deere-- 3375, 4475, 5200, 5575, 6675, 7775
Ford-- L250, L454, L455, L553, L555, L781
Gehl-- SL3310, SL3410, SL3725, SL3825, SL4525, SL4625
Hydra-Mac-- 1300, 1600, 1700D
JCB-- 165Robot, 165Robot Ser II
Massey-Ferguson-- MF30E
Mahto-- LS70, LS75, L933
Mustang-- 920, 920E, 921, 930A, 930AE, 940, 940E, 910, 911, 2040
New Holland-- 1220, 1320, 1620, 1920, 2120, 3415, 3930, L250, L255, L465, LX465, LX485, L565, LX565, LX665
Ramrod-- 230B, 300B, 584B, 784B, 550, 750, 1350, 1550
Thomas-- T-82, T-83, T-83S, T-103, T-132, T-133, T-133S Trak-- 1300HD, 1300C, 1300CX, 1500C
Including, but not limited to the following:

Bobcat-- 853, 863, 873, 943, 953, 980
Case-- 1845C
Deere-- 5300, 5400, 6200, 6300, 6400, 8875
Ford-- L783, L785, 250C, 260C
Gehl-- SL5625, SL6625, SL6635
Hydra-Mac-- 1850, 2650, 2650D
JCB-- 185Robot
Massey-Ferguson-- MF40E, MF50EX
Mustang-- 960, 2060
New Holland-- 4630, 5030, 5640, 6640, 7740, 7840, 8240, 8340, L865, LX865, LX885, 345D, 545D
Ramrod-- 1750, 1950
Thomas-- T-173HL, T-173HLS, T173HLS II, T-203HD, T233HD Trak-- 1700HD, 1700C, 1700CX, 1700XHP
Including supplies, replacements and servicing.
(A) 750 mm to 900 mm high & 600 mm to 900 mm wide (30 to 36 inches high & 24 to 36 inches wide)

(B) 1500 mm high by 1200 mm wide min. (60" high by 48" wide min.)
Lost or destroyed are no longer paid on invoice.

Lost or destroyed are no longer paid on invoice.

Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
Model
[ <50 ]
[ >50 ]
[ CMSN ]
[ FLAS ]
[ 1BAR ]
[ 2TC ]
[ 3DEL ]
[ 4SIG ]
[ 5BEA ]
[ 6FSS ]
[ 7DDR ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
with loader or dozer
auger, w/ or w/o loader or dozer
backhoe, w/ or w/o loader or dozer
with loader or dozer
auger, w/ or w/o loader or dozer
backhoe, w/ or w/o loader or dozer
Generator
Generator w/ cell remote
Solar
Solar w/ cell remote
Roof mounted
Trailer mounted
each with flasher
each without flasher
each
450 mm (18") high, per 100
700 mm (28") high, per 100
700 mm (28") high w/ refl sleeve, per 100
1,050 mm (42") high w/ refl sleeve, per 100
per 100
incl 900 mm x900 mm (3'x3') sign &
batteries
portable 12 volt
incl sign, stand & 3 flags
Del. drum w/ base per 100
A
B
C
A
B
C
GEN1
GEN2
SOL1
SOL2
RM
TM
A1
A2
B3
A100
B100
D100
E100
100
12V
12V
EACH
100
$34.75
$35.33
$37.45
$46.56
$47.29
$49.49
$19.50
$21.31
$13.96
$15.77
$1.23
$4.40
$0.58
$0.30
$1.31
$10.48
$18.18
$28.22
$46.93
$29.82
$7.33
$7.49
$3.38
$74.58
33 TRAILERS, EQUIPMENT, LOW BED

TRAILERS, EQUIPMENT, TILT BED

TRENCHING MACHINES
Includes all attachments and accessories related to hauling. The rates cover drop deck type with and without folding/removable gooseneck or oscillating trunion. Pilot vehicles are extra. Listed in accordance with number of axles and tires per axle. Includes jeeps, booster axles, and dollies. All loads shall be hauled legally or within Caltrans Permit Policy.

Includes all attachments and accessories related to hauling. Pilot vehicles are extra. Listed in accordance with the Mfr's rated capacity in tonnes(tons).

Includes all attachments and accessories. When used, tungsten carbide tips shall be replaced by separate invoice.
[ TRAIL ]
[ TRAIT ]
[ TRENC ]
DELAY FACTOR = 0.42 OVERTIME FACTOR = 0.64
DELAY FACTOR = 0.42 OVERTIME FACTOR = 0.64
DELAY FACTOR = 0.11 OVERTIME FACTOR = 0.91

LOW BED A

LOW BED B

LOW BED C

LOW BED D
TILT BED 1 AXLE
TILT BED 2 AXLES
BOBCAT
CASE

DITCH WITCH
2 axle
3 axle
4 axle
6 axle
Model
Model
Model
Model

OVER TO

OVER TO
Model
Model
Model
[ LB-A ]
[ LB-B ]
[ LB-C ]
[ LB-D ]
[ TB-1 ]
[ TB-2 ]
[ BCAT ]
[ CASE ]
[ D-W ]
Code
Code
Code
Code
Code
Code
Code
Code
Code
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
Rate
4 Tires per axle
8 Tires per axle
4 Tires per axle
8 Tires per axle
4 Tires per axle
8 Tires per axle
8 Tires per axle
0 1.8 (2)

1.8 (2) 3.6 (4)

3.6 (4) 5.4 (6)

7.3 (8) 9.1 (10)

9.1 (10) 10.9 (12)

10.9 (12) 12.7 (14)

12.7 (14) 14.5 (16)

14.5 (16) 16.3 (18)

16.3 (18) 18.1 (20)

18.1 (20) 20.0 (22)

20.0 (22) 22.7 (25)
T 116
T 135
T 136
T 208
3022
TL 70
TL 100
TL 120
TL 200
16+4
25+4
25 + 4 XP
30+4 standard
DH 4
DH 4B
DH 5
DH 5 QUAD
DH 7
360
ROAD RUNNER 380
TF 300
TF 700
TF 800
TF 1000
760
R 30
R 36D
R 40
R 65
R 100
V 30
1410
1420
1500
1620
1810
2020
100
200
300
400
500
600
700
00-02
02-04
04-06
08-10
10-12
12-14
14-16
16-18
18-20
20-22
22-25
2000
2010
2020
2030
2040
9051
9053
9055
9070
9120
9170
9171
9224
9255
9256
9257
9259
9261
9263
9277
9374
9398
9405
9460
9465
5390
5400
5432
5556
5565
5618
5620
5625
5630
5635
5640
5645
$20.48
$25.83
$27.53
$31.91
$44.11
$54.72
$87.68
$1.09
$1.17
$1.93
$5.99
$6.90
$7.77
$8.63
$8.34
$8.05
$9.23
$8.97
$16.02
$36.81
$37.15
$8.25
$37.63
$6.80
$9.77
$11.78
$11.95
$17.09
$23.64
$30.00
$33.23
$45.15
$49.51
$42.59
$42.99
$50.50
$35.43
$49.55
$22.03
$30.65
$39.92
$45.39
$46.52
$30.85
$38.47
$39.70
$41.02
$94.11
$29.65
$12.11
$12.81
$9.01
$16.78
$17.15
$21.17
34 TRUCK, TRUCK TRAILERS, EXCL.

DUMP TRUCKS & EQPT TRAIL

TRUCKS, OFF-HIGHWAY
Includes all attachments and accessories related to hauling, with and without trailers as needed. Includes water trucks, freight trucks and passenger vehicles, including 4wd option. Listed by Mfr's Gross Vehicle Weight in Kilograms(pounds). For tractor-trailer units, the gross vehicle weight of the cargo carrying unit or units will control. In the case of water trucks, the tank capacity expressed in kilograms (pounds) of water plus 20%, will determine the gross vehicle weight. For attachment allowance, see attachment class.

Includes all attachments and accessories. Includes end dump, belly dump and earthmover types. Listed in accordance with Mfr's rated capacity in tonnes (tons). In the case of earthmover types, rated by Mfr's volumetric capacity, a factor of 1.4 tonnes per cubic meter (1-1/2 tons per cubic yard) of struck capacity shall be used.
[ TRUCK ]
[ TRUOF ]
DELAY FACTOR = 0.12 OVERTIME FACTOR = 0.89
DELAY FACTOR = 0.22 OVERTIME FACTOR = 0.79

MIDMARK

VERMEER
TRUCKS

TRUCK OFF-HIGHWAY
Model
Model

OVER TO

OVER TO
[ MDMK ]
[ VERM ]
[ T&TT ]
[ TRU ]
Code
Code
Code
Code
Rate
Rate
Rate
Rate
2200
2300
2310
3210
3210 Combo
3500
4010
4010 Combo
5010
6510
6510 Combo
300 A
321
400 A
440
CC-135
M 220
M 455 / M455A
M 475
M 475A
M 485
M 495
T 300B, T 300A
T 400C, T 400B, T 400A
T 600D, C, B, A
T 650
T 800B, T 800A, T800
T 800C
T 850
V 430
V 430A
V 434 / M 434
V 440
V 450
V 454
V 1550

CARS , LIGHT TRUCKS
3175 (7000) 5443 (12000) No small
pickups
5443 (12000) 9072 (20000)
9072 (20000) 12701(28000)
12701 (28000) 16330 (36000)
16330 (36000) 21773 (48000)
21773 (48000) 27216 (60000)
27216(60000) & Over

9.1 (10) 13.6 (15)

16.3 (18) 20.0 (22)

20.0 (22) 24.5 (27)

24.5 (27) 29.0 (32)

29.0 (32) 36.3 (40)

36.3 (40) 49.9 (55)

49.9 (55) 60.8 (67)
5650
5660
5662
5670
5675
5676
5677
5678
5679
5680
5685
7945
7950
7955
7960
8350
8380
8480
8570
8571
8580
8585
8718
8781
8842
8843
8870
8871
8875
8950
8951
9000
9015
9017
9020
9025
00-06
06-12
12-20
20-28
28-36
36-48
48-60
60 10-15
18-22
22-27
27-32
32-40
40-55
55-67
$20.17
$30.59
$32.27
$34.54
$35.44
$40.66
$52.80
$39.95
$40.52
$47.80
$51.01
$30.67
$31.99
$38.97
$48.60
$102.36
$20.44
$46.10
$48.41
$55.51
$52.10
$86.29
$31.36
$65.86
$94.62
$157.83
$150.95
$165.08
$294.06
$35.60
$39.85
$34.36
$37.53
$43.58
$38.32
$18.98
$34.98
$39.56
$51.25
$54.23
$61.23
$81.92
$90.25
$101.56
$63.50
$113.71
$141.91
$162.33
$220.26
$326.03
$366.29
35 TRUCKS, DUMP, ON-HIGHWAY WELDING EQUIPMENT
Includes all end dump, side dump and belly dump types; including all attachments and accessories.
[ TRUON ] [ WELD ]
DELAY FACTOR = 0.18 OVERTIME FACTOR = 0.84 DELAY FACTOR = 0.20 OVERTIME FACTOR = 0.83

TRUCK ON-HIGHWAY

ARC WELDING MACHINES

GAS WELDING OUTFIT
Diesel, gas or electric powered. Includes helmets, holders, cable and all attachments and accessories. Rate capacity in amps.

Includes regulator, 7.6 meters (25 feet) of hose, torch, goggles, lighter and attachments and accessories. Gas and rod shall be paid separately.

Model OVER TO
Model
[ TRUN ]
[ AWM ]
[ GWO ]
Code Code
Code
Rate Rate
Rate
2 axles
3 axles
4 axles
5 axles
0 250
250 500
over 500
ALL
2AXL
3AXL
4AXL
5AXL
0-250
250-500
500
ALL
$69.84
$91.50
$103.20
$115.18
$7.46
$14.37
$15.04
$0.38
RESOLUTION NO. 26-27

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SIERRA MADRE, CALIFORNIA, APPROVING USE OF THE

EQUIPMENT RENTAL RATE PROVISIONS OF THE

CALIFORNIA DEPARTMENT OF TRANSPORTATION LABOR

SURCHARGE AND EQUIPMENT RENTAL RATES MANUAL

FOR CALCULATING PUBLIC WORKS EQUIPMENT COSTS

FOR COST RECOVERY PURPOSES IN CONNECTION WITH
NON-ROUTINE ACTIVITIES.

RECITALS
WHEREAS, the City of Sierra Madre may incur Public Works equipment costs in connection with non-routine activities outside the scope of regular maintenance and normal day-to-day operations; and
WHEREAS, the City does not currently have an adopted standardized methodology for calculating such equipment costs for cost recovery purposes; and WHEREAS, the California Department of Transportation publishes its Labor Surcharge and Equipment Rental Rates Manual as a reference that includes equipment rental rates applicable to public works and construction-related activities; and WHEREAS, the current edition of the California Department of Transportation Labor Surcharge and Equipment Rental Rates Manual is effective April 1, 2026 through March 31, 2027; and
WHEREAS, although the manual title includes both labor surcharge and equipment rental rates, the City Council desires to approve use only of the equipment rental rate provisions of the manual for purposes of the City’s equipment cost calculations; and
WHEREAS, use of the equipment rental rate provisions of the California Department of Transportation Labor Surcharge and Equipment Rental Rates Manual will provide the City with a current and standardized reference for calculating Public Works equipment costs for cost recovery purposes in connection with non-routine activities outside the scope of regular maintenance and normal day-to-day operations; and
WHEREAS, approval of future editions published by Caltrans will promote continuity and administrative efficiency by allowing the City to continue using updated equipment rental rates without requiring separate City Council action for each new edition.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SIERRA MADRE DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. Recitals. The Recitals set forth above are true and correct and are incorporated into this Resolution by this reference.

SECTION 2. The City Council hereby approves use of the equipment rental rate provisions contained in the California Department of Transportation Labor Surcharge and Equipment Rental Rates Manual, effective April 1, 2026 through March 31, 2027, together with future editions published by Caltrans, as the City’s standard reference for calculating Public Works equipment costs for cost recovery purposes in connection with non-routine activities outside the scope of regular maintenance and normal day-to-day operations.

SECTION 3. CEQA. The City Council finds that this action is not a project subject to the California Environmental Quality Act pursuant to CEQA Guidelines Section 15378 because it involves administrative activities of government that will not result in a direct or reasonably foreseeable indirect physical change in the environment.

SECTION 4. Severability. If any sections, subsections, subdivisions, paragraphs, sentences, or phrases of this Resolution or any part hereof or exhibit hereto are for any reason held to be invalid, such invalidity shall not affect the validity of the remaining portions of this Resolution or any part thereof or exhibit thereto. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause, or phrase hereof, irrespective of the fact that any one or more sections, subsections, subdivisions, paragraphs, sentences, clauses, or phrases be declared invalid.

SECTION 5. Certification. Pursuant to Government Code Section 36932, the City Clerk shall certify the passage, approval, and adoption of this Resolution by the City Council.

SECTION 6. Effective Date. This Resolution shall take effect immediately upon adoption.

PASSED, APPROVED, AND ADOPTED this 14th day of April 2026.

Kristine Lowe, Mayor
I HEREBY CERTIFY the foregoing Resolution was duly passed, approved, and adopted by the City Council of the City of Sierra Madre, California, at a meeting held on the day of , 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

Laura Aguilar, City Clerk

CITY OF
SIERRA
MADRE

STAFF REPORT

PUBLIC WORKS SERVICES
DATE: April 14, 2026
TO: Honorable Mayor and City Council
FROM: Brian Dickinson, Director of Public Works
By: Eric Lozick, Management Analyst
SUBJECT:

Resolution No. 26-30 Approving a Supplemental Budget Appropriation from the Water Fund Reserve and Award of Construction Contract to General Pump Company, Inc. for the Well No. 4 Rehabilitation Project (Spec. No. W425/26) in an Amount Not to Exceed $1,161,374.50

RECOMMENDATION
It is recommended that the City Council:

1. Adopt Resolution No. 26-30 approving a supplemental budget approrpration from the Water Fund Reserve in the amount of $1,161,374.50;

2. Award a construction contract to General Pump Company, Inc. for the Well No. 4 Rehabilitation Project in the amount of $1,055,795.00, as the lowest responsive and responsible bidder;

3. Authorize a construction contingency in the amount of $105,579.50, equal to ten percent of the base bid, for a total authorized project amount not to exceed $1,161,374.50; and

4. Authorize the City Manager to execute the contract, in a form approved by the City Attorney, following receipt and approval of the required performance bond, payment bond, maintenance bond, and final insurance documents and City-required insurance endorsements.

SUMMARY
The City solicited bids for the Well No. 4 Rehabilitation Project to rehabilitate an existing municipal groundwater production well located at 621 East Sierra Madre Boulevard. The project is necessary to restore lost production capacity, address deterioration of the well casing and related infrastructure, and return the well to reliable operating service. The work includes removing accumulated fill material, mechanical and chemical cleaning, installation of a stainless steel liner and formation stabilizer, aquifer testing, disinfection, and installation of new pumping equipment and a motor control center.

The project was publicly advertised through the City’s PlanetBids system, and one bid was received from General Pump Company, Inc. on March 25, 2026. Staff reviewed the submission and determined it to be complete and responsive in the amount of $1,055,795.00. General Pump Company, Inc. has demonstrated relevant experience with municipal well rehabilitation and was previously engaged to assess the condition of Well No. 4, providing the recommendations that informed the rehabilitation scope. Staff recommends awarding the contract in accordance with the project specifications.

DISCUSSION & ANALYSIS
Well No. 4 is a critical component of the City’s water supply system. Originally constructed in 1954, the well has experienced reduced performance due to mineral incrustation, biological fouling, casing deterioration, and accumulated sediment.

Southern California Edison test data from July 2023 indicated a specific capacity of 34.3 gallons per minute per foot at 995 gallons per minute and a static water level of 276.2 feet below ground surface. Subsequent inspections confirmed that rehabilitation is necessary. After removing the pumping equipment, a downhole video survey on September 30, 2025 identified significant spalling, biological growth plugging perforations, and approximately 145 feet of hard fill. A casing integrity analysis also identified thinning of casing material in the upper blank section.

These conditions significantly reduce production and reliability and support proceeding with rehabilitation at this time.

The project is designed to restore the well to reliable operating condition. The contract requires the contractor to provide all labor, materials, and equipment necessary to restore structural integrity and hydraulic performance. The scope includes mobilization, removal of fill, video surveys, mechanical cleaning, installation of a stainless steel liner, chemical rehabilitation, redevelopment, aquifer testing, and installation of permanent pumping equipment and a motor control center.

Although the City received only one bid, staff confirmed it is responsive and the contractor is qualified. The bid schedule totals $1,055,795.00. The bidder identified suppliers for major components and confirmed that no subcontractors will be used on the project. The contractor must furnish the required bonds and insurance within ten calendar days after written Notice of Award. Because the initial insurance certificate is for information only, contract execution remains subject to receipt and approval of final contract securities and City-required insurance endorsements.

Staff has determined that General Pump Company, Inc. submitted a responsive bid, is qualified to perform the work, and has proposed a contract amount that is consistent with the project scope. Awarding the contract will allow the City to proceed with a critical rehabilitation project for the water supply system. The contractor must begin work within fifteen calendar days after the Notice to Proceed and complete the work within 30 working days.

STRATEGIC PLAN RELATIONSHIP
This project supports the City’s goal of maintaining and improving critical public infrastructure by restoring groundwater production capacity and strengthening the long-term reliability of the water supply system.

FISCAL IMPACT
There is no impact to the General Fund as a result of the recommended action. The Well No. 4 Rehabilitation Project was not included in the current fiscal year Capital Improvement Program and is being advanced due to the unexpected loss of production from Well No. 4. General Pump Company, Inc. was previously engaged to assess the well condition, which informed the rehabilitation scope.

The base bid is $1,055,795.00. Staff recommends a construction contingency in the amount of $105,579.50, equal to ten percent of the base bid, for a total authorized project amount not to exceed $1,161,374.50. A supplemental budget appropriation in the amount of $1,161,374.50 from the Water Fund Reserve to account 71000.81100.56011 - WELLS, PUMPS, WATER DIST SYS is required to complete the project.

Approved by:
___________________________
Michael Bruckner
City Manager
Attachments

1. Well_4_Rehabilitation_RFP_FULL.pdf

2. Bid Pckg Submittal Final.pdf

3. 25-26 Master COI - GPC - Updated - Evidence of Insurance.pdf

4. Resolution 26-30 Well No. 4 Rehabilitation Project.pdf Approved for use on 1/3/2023 i
297215.v3

NOTICE INVITING BIDS AND CONTRACT DOCUMENTS
for
2025/2026
WELL 4 REHABILITATION PROJECT
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA

IN THE CITY OF SIERRA MADRE, CALIFORNIA
Utility Department
Steven McGee, Public Works/Utilities Manager
City Hall
232 West Sierra Madre Boulevard
Sierra Madre, CA 91024

TABLE OF CONTENTS
Well 4 Rehabilitation Project
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
TABLE OF CONTENTS:

SECTION A – NOTICE INVITING SEALED BIDS ............................................................... 1 SECTION B – INSTRUCTIONS TO BIDDERS....................................................................... 4 SECTION C – PROPOSAL INFORMATION AND DOCUMENTS ................................... 11 SECTION D – CONTRACT INFORMATION AND DOCUMENTS .................................. 31 SECTION E – STANDARD SPECIFICATIONS.................................................................... 54 SECTION F – SPECIAL PROVISIONS – PART 1................................................................ 55 APPENDIX I ............................................................................................................................... 80 Approved for use on 1/3/2023 1
297215.v3
SECTION A – NOTICE INVITING SEALED BIDS
Well 4 Rehabilitation Project
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
CALENDAR OF EVENTS*
Bid Advertisement....................................................................................... 11th day of February, 2026 Bid Package available starting ..................................................................... 11th day of February, 2026 Questions/RFI’s Due................................................................................... 25th day of February, 2026 Bid Due Date and Time.................................................................................... 11th day of March, 2026 Bid Opening ................................................................................................... 11th day of March, 2026 Bid Results/Contractor Selection...................................................................... 11th day of March, 2026 Council approval of Contract.......................................................................... 24th day of March, 2026 New Contract in Effect..................................................................................... 13th day of April, 2026 Construction Start Date, not earlier than........................................................... 15th day of April, 2026 Construction End Date, not later than............................................................... 27th day of May, 2026 *
All dates are subject to change.

NOTICE INVITING SEALED BIDS
Well 4 Rehabilitation Project
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
PUBLIC NOTICE IS HEREBY GIVEN that the City of Sierra Madre as AGENCY, invites sealed bids for the above stated project and will receive such bids through the City’s Planetbids Portal www.planetbids.com/sierramadre Up to the hour of 2:00 p.m., Wednesday, the 11th day of March, 2026, at which time the bids will be reviewed and publicly posted on Planetbids. The date and time shall be extended by no less than 72 hours if the officer, department, or Project Manager issues any material changes, additions, or deletions to the invitation later than 72 hours prior to the bid closing. Any bids received after the time specified above or any extension due to material changes shall be returned unopened.

Project Name: Well 4 Rehabilitation Project
Project Description: The work to be done, in general, shall include furnishing all labor, materials, tools, equipment, and incidentals, unless otherwise specified, to complete the project. The project will occur at City of Sierra Madre Well No. 4, located at 621 East Sierra Madre Boulevard, Sierra Madre, California. Well 4 is an existing municipal groundwater production well that has experienced reduced production capacity and casing deterioration due to age, mineral incrustation, and biological fouling.

The work shall consist of the rehabilitation of Well 4, including but not limited to removal of accumulated fill material, mechanical and chemical cleaning of the well casing and screen, installation of a permanent stainless steel liner, formation stabilization, redevelopment of the well, aquifer testing, disinfection, and the design, furnishing, and installation of new pumping equipment and a motor control center. The work shall also include all required testing, startup, and site restoration activities necessary to place the well back into service in accordance with the Contract Documents.

The bidder shall be responsible for furnishing all labor, materials, equipment, and services required to complete the work whether or not every such item is specifically mentioned in these Specifications. All work shall be performed in accordance with applicable federal, state, and local laws, regulations, and standards. No payment will be made for extra work performed unless specifically authorized as required in these Specifications.

CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE BOARD. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD, P.O. BOX 2600, SACRAMENTO, CA 95826. At the time the contract is awarded, the contractor shall be properly licensed in accordance with the laws of this state. The first payment for work or material shall not be made unless and until the Registrar of Contractors verifies to the AGENCY that the records of the Contractors’ State License Board indicate that the contractor was properly licensed at the time the contract was awarded. Any bidder or contractor not so licensed shall be subject to all legal penalties imposed by law including, but not limited to, any appropriate disciplinary action by the Contractors’ State Board. Failure of the bidder to obtain proper and adequate licensing for an award of a contract shall constitute a failure to execute the contract and shall result in the forfeiture of the security of the bidder. (Public Contract Code § 20103.5)

CONTRACTORS AND SUBCONTRACTORS ARE ALSO REQUIRED TO BE REGISTERED WITH

THE CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS FOR ANY BID PROPOSAL SUBMITTED ON OR AFTER MARCH 1, 2015, AND FOR ANY CONTRACT FOR PUBLIC WORK ENTERED INTO ON OR AFTER APRIL 1, 2015. A contractor or subcontractor shall not be qualified to bid on, be listed on a bid proposal for, or perform any public work contract unless it is currently registered with the California Department of Industrial Relations as described in Labor Code § 1725.5.

This project is subject to the skilled and trained workforce requirements of the Public Contracts Code §§ 2600 - 2602.

Bids must be prepared on the approved bid forms in conformance with INSTRUCTIONS TO BIDDERS and submitted in the envelopes provided, sealed and plainly marked on the outside:
“SEALED BID FOR CITYWell 4 Rehabilitation Project
SPECIFICATION NO. Due W425/26
DO NOT OPEN WITH REGULAR MAIL”
The bid must be accompanied by a bid guarantee in the amount of 10% of the total bid by 2:00 p.m. ON THE DATE ADVERTISED FOR THE OPENING OF BIDS. More specifically, pursuant to Public Contract Code §§ 20170 and 20171, all bids for the project shall be presented, under sealed cover and shall be accompanied by one of the following forms of bidder’s security in the amount of ten percent (10%) of the bid: (a) cash; (b) a cashier’s check made payable to the City of Sierra Madre; (c) a certified check made payable to the City of Sierra Madre; or (d) a bidder’s bond executed by an admitted surety insurer, made payable to the City of Sierra Madre. Such security shall be forfeited should the successful bidder to whom the contract is awarded fails to timely execute the contract and to deliver the necessary bonds and insurance certificates as specified in the contract documents.

To the extent applicable, at any time during the term of the Agreement for the proposed project, the successful bidder may, at its own expense, substitute securities equivalent to the amount withheld as retention (or the retained percentage) in accordance with Public Contract Code § 22300.

Pursuant to California Civil Code § 9550, a payment bond is required to be submitted for all projects estimated in excess of $25,000.00.

The AGENCY has determined that the proposed project is a public works project subject to the provisions of Labor Code § 1720 thereby requiring the Contractor to pay the prevailing wage rates for all work performed under the Contract. Accordingly, the proposed project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations.

The AGENCY reserves the right to reject any and all bids.

All Questions/RFI’s shall go through the City’s Planetbids portal.

BY ORDER OF the City Council of the City of Sierra Madre, California.

Approved for use on 1/3/2023 4
297215.v3
SECTION B – INSTRUCTIONS TO BIDDERS
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA

INSTRUCTIONS TO BIDDERS
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
B1.01 INSPECTION OF SITE OF WORK
Bidders are required to inspect the site of the work in order to satisfy themselves, by personal examination or by such other means as they may prefer, of the location of the proposed work and as to the actual conditions of and at the site of work. If, during the course of his/her examination, a bidder finds facts or conditions which appear to him/her to conflict with the letter or spirit of the contract documents, or with any other data furnished him/her, he/she may apply to the AGENCY in writing in accordance with B1.04 INTERPRETATION OF CONTRACT DOCUMENTS for additional information and explanation before submitting his/her bid.

The submission of a proposal by the bidder shall constitute the acknowledgment that, if awarded the contract, he/she has relied and is relying on his/her own examination of (a) the site of the work, (b) the access to the site, and (c) all other data, matters, and things requisite to the fulfillment of the work and on his/her own knowledge of existing services and utilities on and in the vicinity of the site of the work to be constructed under the contract, and not on any representation or warranty of the AGENCY. No claim for additional compensation will be allowed which is based upon a lack of knowledge of these items.

B1.02 EXAMINATION OF CONTRACT DOCUMENTS
Each bidder shall thoroughly examine and be familiar with legal and procedural documents, general conditions, specifications, drawings and addenda (if any). The submission of a proposal shall constitute an acknowledgment upon which the AGENCY may rely that the bidder has thoroughly examined and is familiar with the contract documents. The bidders’ attention is directed to the need, if any, for special invoicing for this project. The failure or neglect of a bidder to receive or examine any of the contract documents shall in no way relieve him/her from any obligations with respect to his/her proposal or to the contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract document.

B1.03 CONTRACT PERIOD/CONSTRUCTION COMPLETION DATE
Bidder’s attention is called to the provisions set forth in SECTION E, STANDARD SPECIFICATIONS AND SECTION F, SPECIAL PROVISIONS, particularly those pertaining to the contract period and liquidated damages for avoidable delays.

The CONTRACTOR shall begin work within fifteen (15) calendar days after the date of the Notice to Proceed, and shall diligently prosecute said work to completion before the expiration 30 WORKING DAYS. The CONTRACTOR shall pay to the AGENCY liquidated damages in accordance with Section 6- 9 of the Special Provisions (Section F) for each calendar day, or portion thereof, of delay in finishing the work in excess of the number of working days prescribed above.

B1.04 INTERPRETATION OF CONTRACT DOCUMENTS
No oral interpretations will be made to any bidder as to the meaning of the contract documents.

Requests for information/interpretation (RFI) shall be made in the planetbid portal at least ten (10) days before the scheduled bid opening:

Interpretations by the City will be in the form of addenda to the contract documents and, when issued, will be sent as promptly as is practical to all parties to whom the contract documents have been issued. City makes no guarantee that all bidders will receive all addenda. Copies of addenda will be made available for inspection at the office where the contract documents are on file for inspection as indicated on the Invitation for Bids. All such addenda shall become part of the contract
B1.05 SOIL INFORMATION
Soil reports have not been prepared for this project.

B1.06 PROPOSAL
Proposals shall be made on the forms enclosed in SECTION C of these specifications with or without removal from the bound contract documents. All proposals shall give the prices proposed, both in words and in numbers, shall give all other information requested herein, and shall be signed by the bidder or his/her authorized representative, with his/her address. If the proposal is made by an individual, his/her name, signature and mailing address must be shown; if made by firm or partnership, the name and mailing address of the firm or partnership and the signature of at least one of the general partners must be shown; if made by a corporation, the proposal shall show the name of the state under the laws of which the corporation is chartered, the name and mailing address of the corporation, and the name and title of the person who signs on behalf of the corporation. If the proposal is made by a corporation, a certified copy of the bylaws or resolution of the board of directors of the corporation shall be furnished demonstrating the authority of the officer signing the proposal to execute contracts on behalf of the corporation.

Each proposal shall be enclosed in a sealed envelope, labeled as specified in SECTION A - NOTICE INVITING SEALED BIDS. Bidders are warned against making erasures or alterations of any kind, and proposals which contain omissions, erasures or irregularities of any kind may be rejected. No oral, telegraphic or telephonic proposals or modifications will be considered.

In conformance with the Business and Profession Code, § 7028.15, the CONTRACTOR must state clearly his/her license number and expiration date. In addition he/she shall sign a statement that these representations were made under the penalty of perjury. This statement shall be made on the EXPERIENCE STATEMENT in SECTION C.

The CONTRACTOR will be required to pay prevailing wage pursuant to California Law, including California Labor Code §§ 1770 et seq. Copies of the prevailing rate of per diem wages are on file at the offices of the AGENCY.

B1.07 ADDENDA
Each proposal shall include specific acknowledgment in the space provided on SECTION C - BID PROPOSAL of receipt of all addenda issued during the bidding period. Failure to so acknowledge may result in the proposal being rejected as not responsive.

B1.08 BID PRICES
Bid prices shall include everything necessary for the completion of construction and fulfillment of the contract including, but not limited to, furnishing all materials, equipment, tools, plant and other facilities and all management, superintendence, labor and services, except as may be provided otherwise in the contract documents. In the event of a difference between a price quoted in words and a price quoted in numbers for the same quotation, the words shall be the amount bid.

In preparing bid prices, bidder represents that he/she has carefully examined the Contract Documents and the site where the work is to be performed and that he/she has familiarized himself with all local conditions and federal, state and local laws, ordinances, rules, and regulations that may affect the performance of the work in any manner. The bidder further represents that he/she has studied all surveys and investigation reports about subsurface and physical conditions pertaining to the job site, that he/she has performed such additional surveys and investigations as he/she deems necessary to complete the work at his/her bid price, and that he/she has correlated the results of all such data with the requirements of the Contract Documents.

The submittal of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, including locality, uncertainty of weather and all other contingencies, and as to the character, quality, quantities, and scope of the work.

The plans and specifications for the work show subsurface conditions or otherwise hidden conditions as the Design Engineer supposes or believes them to exist, but is not intended or to be inferred that the conditions as shown thereon constitute a representation that such conditions are actually existent. Except as otherwise specifically provided in the Contract Documents, the AGENCY, the Design Engineer and their consultants or agents shall not be liable for any loss sustained by the CONTRACTOR as a result of any variance of such conditions as shown on the plans and the actual conditions revealed during the progress of the work or otherwise.

The CONTRACTOR shall perform an independent take-off of the plans and bid accordingly. Quantities listed in the BID SCHEDULE in SECTION C are intended only as a guide for the CONTRACTOR as to the anticipated order of magnitude of work. CONTRACTOR shall be responsible for verifying all estimated quantities. CONTRACTOR will be reimbursed for the quantity of items actually installed as required by the Contract Documents and shown on the plans to neat line and grade.

The CONTRACTOR will not be reimbursed for unauthorized work performed outside of that required by the Contract Documents.

B1.09 TAXES
No mention shall be made in the proposal of sales tax, use tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable.

B1.10 RECOGNITION OF BONDING COMPANIES
All bonding companies used by the CONTRACTOR in this contract must be recognized by the Federal Government within Circular 570. All proposals or contracts received that include bonds posted by bonding companies not recognized in Circular 570 will result in the disqualification of the bid proposal and forfeiture of the bid bond.

B1.11 QUALIFICATION OF BIDDERS
Each bidder shall be skilled and regularly engaged in the general class or type of work called for under the contract. A statement setting forth his/her experience shall be submitted by each bidder on the EXPERIENCE STATEMENT form provided in SECTION C.

Each bidder shall possess a valid CONTRACTOR’s License issued by the CONTRACTOR’s State License Board at the time his/her bid is submitted. The class of license shall be applicable to the work specified in the contract. Each bidder shall also have no less than five (5) years of experience in the magnitude and character of the work bid.

It is the intention of the AGENCY to award a contract to a bidder who furnished satisfactory evidence that he/she has the requisite experience and ability, and that he/she has sufficient capital, facilities, and plant to enable him/her to prosecute the work successfully and properly, and to complete it within the time stated in the contract.

To determine the degree of responsibility to be credited to the bidder, the AGENCY will weigh any evidence that the bidder has performed satisfactorily other contracts of like nature, magnitude and comparable difficulty and comparable rates of progress. If in the opinion of the AGENCY, a bidder is determined to be insufficiently qualified, then that bidder will not be considered for award of the contract.

B1.12 DESIGNATION OF SUPPLIERS AND SUBCONTRACTORS
Each proposal shall have listed on the DESIGNATION OF SUPPLIERS AND SUBCONTRACTORS form provided in SECTION C the name, California contractor license number, and Department of Industrial Relations registration number, and address of each subcontractor to whom the bidder proposes to sublet portions of the work in excess of one-half of one percent of the total amount of his/her bid. For the purpose of this paragraph, a subcontractor is defined as one who contracts with the CONTRACTOR to furnish materials and labor, or labor only for the performance of work at the site of the work or who will specially fabricate a portion of the work off the site pursuant to detailed drawings in the contract documents.

Public Contract Code § 4104 requires all bidders to list subcontractors and state the license number of all subcontractors who will perform work in excess of one-half of one percent of the total bid, or in the case of streets and highways, one-half of one percent of the total bid or $10,000, whichever is greater.

Public Contract Code § 6109 prohibits a CONTRACTOR from performing work with a subcontractor who is debarred pursuant to Labor Code §§ 1777.1 or 1777.7.

B1.13 PROPOSAL GUARANTEE
The proposal shall be accompanied by a proposal guarantee bond duly completed on the form provided herewith by a guarantee company authorized to carry on business in the State of California for payments to the AGENCY in the sum of at least 10% of the total amount of the bid proposal, or alternatively by a certified or cashier’s check payable to the AGENCY, or cash, in the sum of at least 10% of the total amount of the bid proposal. The amount payable to the AGENCY under the proposal guarantee shall be forfeited to the AGENCY in case of failure or neglect of the bidder to furnish, execute and deliver to the AGENCY the required bonds, evidence of insurance and to enter into, execute and deliver to the AGENCY the agreement on the form provided herewith, within ten (10) days after being notified in writing by the AGENCY that the award has been made and the agreement is ready for execution.

B1.14 MODIFICATION OF PROPOSAL
A modification of a bid proposal already received will be considered only if the modification is received before the time announced for the opening of bids. All modifications shall be made in writing, executed and submitted in the same form and manner as the original bid proposal.

B1.15 WITHDRAWAL OF PROPOSAL
A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the AGENCY’s designated official prior to the bid opening hour stipulated in SECTION A – NOTICE INVITING SEALED BIDS. Proposals may not be withdrawn after that time without forfeiture of the proposal guarantee, except as authorized by Public Contract Code sections 5100 through 5110. The withdrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so.

B1.16 POSTPONEMENT OF BID OPENING
The AGENCY reserves the right to postpone the date and time for opening of bids at any time prior to the date and time announced in SECTION A–NOTICE INVITING SEALED BIDS.

B1.17 DISQUALIFICATION OF BIDDERS
If there is reason to believe that collusion exists among the bidders, none of the bids of the participants in such collusion will be considered. In the event that any bidder acting as a prime CONTRACTOR has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified.

This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime CONTRACTOR.

B1.18 REJECTION OF PROPOSALS
The AGENCY reserves the right to reject any and all proposals, to waive any irregularity, and to reject any proposals which are incomplete, obscure or irregular; any proposals which omit a bid on any one or more items on which bids are required; which omit unit prices if unit prices are required; in which unit prices are unbalanced in the opinion of the AGENCY; which are accompanied by insufficient or irregular bid security; or which are from bidders who have previously failed to perform properly or to timely complete contracts of any nature.

B1.19 AWARD OF CONTRACT
The Contract will be awarded, if at all, to the lowest responsible and responsive bidder, whose bid proposal is not rejected for cause by the AGENCY. However, until an award is made, the AGENCY reserves the right to reject any or all bids, and to waive technical errors or discrepancies, if to do so is deemed to best serve the interests of the AGENCY. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the bidder to whom it is proposed to make such an award.

Each bidder’s attention is directed to the possibility that the award of the project may be delayed for various reasons. The AGENCY reserves the right to delay the award of the project for 45 calendar days. After 45 calendar days, the low bidder may at any time request release from its bid without penalty.

The acceptance of a proposal will be evidenced by a Notice of Award of Contract in writing, delivered by mail to the bidder whose proposal is accepted. No other act of the AGENCY shall constitute acceptance of a proposal. The award of contract shall obligate the bidder whose proposal is accepted to furnish a performance bond, payment bond and maintenance bond, as well as evidence of insurance and to execute the contract set forth herein.

B1.20 RETURN OF PROPOSAL GUARANTEES
Within ten (10) calendar days after the bids are opened, the AGENCY will release the proposal guarantees accompanying the proposals which are not to be considered in making the award. Proposal guarantees for the two lowest bidders will be held until the contract has been fully executed, after which they will be returned to the respective bidders.

B2.21 EXECUTION OF CONTRACT
The contract agreement shall be executed in duplicate by the successful bidder and returned, together with the contract bonds and evidence of insurance, within ten (10) calendar days after the notification of the contract award by the AGENCY in writing. In case of failure of the successful bidder to execute the contract agreement within ten (10) calendar days after such notice, or any subsequent extension approved by AGENCY, the AGENCY at its option may consider the bidder in default, in which case the bid bond or proposal guarantee accompanying the bid shall become the property of the AGENCY. After execution by the AGENCY, one original contract shall be returned to the CONTRACTOR.

B1.22 FLEXIBILITY OF BID SCHEDULE
It is the intent of the AGENCY to award a contract to the lowest responsible and responsive bidder and the flexibility shown in the bid schedule is necessary to ensure a project within the AGENCY’s budget limits and constraints.

SECTION C – PROPOSAL INFORMATION AND DOCUMENTS
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
Proposal Information and Documents:
□ Bid Proposal
□ Bid Schedule
□ Bid Bond
□ Bid Guarantee (if a Bid Bond is not provided)
□ Bidder Information
□ Experience Statement
□ Designation of Suppliers and Subcontractors
□ Statement Regarding Insurance Coverage
□ Statement Regarding Contractor’s Licensing Laws
□ Non-Collusion Affidavit

BID PROPOSAL
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA

CITY OF SIERRA MADRE
232 W. SIERRA MADRE BOULEVARD
SIERRA MADRE, CA 91024

HONORABLE MAYOR AND
MEMBERS OF THE CITY COUNCIL:

The undersigned, as bidder, declares that he/she has examined all of the contract documents and specifications contained in this project manual for the above referenced project, and that he/she will contract with the AGENCY on the form of contract provided herewith to do everything necessary for the fulfillment of this contract at the price, and on the terms and conditions therein contained.

The following are included and are to be considered as forming a part of this proposal: BID PROPOSAL, BID SCHEDULE, BID BOND, NONCOLLUSION AFFIDAVIT, BID GUARANTEE (if submitted in lieu of Bid Bond), BIDDER INFORMATION, EXPERIENCE STATEMENT, DESIGNATION OF SUPPLIERS & SUBCONTRACTORS, BIDDER’S STATEMENT REGARDING INSURANCE COVERAGE, and STATEMENT REGARDING CONTRACTOR’S LICENSING LAWS.

CONTRACTOR acknowledges receipt and inclusion of addenda ______ to ______ into this bid proposal and the contract documents.

Attached is a Bid Bond duly completed by a guarantee company authorized to carry on business in the State of California in the amount of at least 10% of the total amount of this proposal, or alternatively, there is attached a certified or cashier’s check payable to the AGENCY or evidence of a cash payment to the AGENCY, in the amount of at least 10% of the total amount of our proposal.

If this proposal is accepted, we agree to sign the contract form and to furnish the Performance Bond and the Payment Bond (each to be 100% of the bid amount), the Maintenance Bond (to be 50% of the bid amount), and the required evidences of insurance within ten (10) calendar days after receiving written Notice of Award of Contract.

We further agree if our proposal is accepted and a contract for the performance of the work is entered into with the AGENCY, to so plan the work and to prosecute it with such diligence that all of the work shall be completed within the time stipulated in SECTION E - TIME OF COMPLETION.

NAME OF BIDDER: __________________________________________________________________ MAILING ADDRESS: _________________________________________________________________ _________________________________________________________________ TELEPHONE NO. ________________________
STATE CONTRACTOR’S LICENSE NO. _____________________________ STATE OF INCORPORATION:_________________________________________________ AUTHORIZED SIGNATURE:__________________________________________________ TITLE:____________________________________________________________________ DATE:________________________________
(If Company is a Corporation, provide corporate resolution per B1.06 PROPOSAL of SECTION B – INSTRUCTION TO BIDDERS.)

BID SCHEDULE
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
The cost of all labor, services, material, equipment and installation necessary for the completion of the work itemized under this schedule, even though not shown or specified, shall be included in the unit price for the various items shown herein. For a description of the work associated with each bid item, see SECTION G–SPECIAL PROVISIONS. The AGENCY reserves the right to increase or decrease the quantity of any item or omit items as may be necessary, and the same shall in no way affect or void the contract, except that appropriate additions or deductions from the contract total price will be made at the stipulated unit price in accordance with these Contract Documents.

The AGENCY reserves the right to reject any and all bids, to waive any informality in a bid, and to make awards in the interest of the AGENCY.

The CONTRACTOR shall perform an independent take-off of the plans and bid accordingly. Quantities listed in this Bid Schedule are intended only as a guide for the CONTRACTOR as to the anticipated order of magnitude of work. The CONTRACTOR shall be responsible for verifying all estimated quantities. The CONTRACTOR will be reimbursed for the quantity of items actually installed as required by the Contract Documents, including addenda, and shown on the plans to neat line and grade.

The CONTRACTOR will not be reimbursed for work performed for his convenience, or as required to adapt to field conditions, or for unauthorized work performed outside of that required by the Contract Documents.

The CONTRACTOR shall be responsible for calculating and providing totals for the bid schedule. The proposal schedule shall include all costs for labor, services, material, equipment, and installation associated with completing the work in place per the plans, specifications and details.

NAME OF BIDDER:_________________________________________________________ CONTRACTOR’S LICENSE NO.:______________________________________________ AUTHORIZED SIGNATURE:__________________________________________________ TITLE:____________________________________________________________________ DATE:________________________________
BID SCHEDULE (Continued)
WELL 4 REHABILITATION PROJECT
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
Item Description Qty Unit Unit Price Total Price
1 Mobilization,
Demobilization,
Site Security,
Traffic Control
1 LS
2 PreRehabilitation
Downhole Video
Survey
1 LS
3 Remove
Accumulated Fill
by
Airlifting/Bailing
1 LS
4 Mechanical
Cleaning of
Casing and
Screen (Wire
Brushing)
1 LS
5 Deviation and
Alignment
Surveys
1 LS
6 Furnish & Install
16-inch Stainless
Steel Well Liner
1 LS
7 Furnish & Install
Formation
Stabilizer
1 LS
8 Chemical
Rehabilitation &
Neutralization
1 LS
9 Dual Swab
Airlifting & Well
Redevelopment
1 LS
10 PostRehabilitation
Downhole Video
Survey
1 LS
11 Test Pump
Installation and
Removal
1 LS
12 Well
Development
Pumping
40 HR
13 Aquifer Testing
(Step, Constant
Rate, Recovery)
1 LS
14 Well
Disinfection
1 LS
15 Design, Furnish
& Install
Permanent
Pumping
Equipment
1 LS
16 Furnish & Install
Motor Control
Center (MCC)
1 LS
17 Startup, Testing,
Site Cleanup,
Restoration
1 LS
BASE BID TOTAL: $____________________________
Base Bid Total (Written): ________________________________________________

BID BOND
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
KNOW ALL MEN BY THESE PRESENTS that Bidder ________________________, as PRINCIPAL, and ______________________, as SURETY, are held and firmly bound unto the City of Sierra Madre as AGENCY, in the penal sum of ___________________________________________________________ dollars ($____________________), which is ten percent (10%) of the total amount bid by PRINCIPAL to AGENCY for the above stated project, for the payment of which sum, PRINCIPAL and SURETY agree to be bound, jointly and severally, firmly by these presents.

The SURETY, for value received, hereby stipulates and agrees that the obligations of said SURETY and its BOND shall be in no way impaired or affected by any extension of the time within which the AGENCY may accept such Bid; and said SURETY does hereby waive notice of any such extension.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas PRINCIPAL is about to submit a bid to AGENCY for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by PRINCIPAL in the manner and time specified, and PRINCIPAL provides the required payment and performance bonds and insurance coverages to AGENCY, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this ____ day of ________________________, 20__.

PRINCIPAL* _____________________________________________ _____________________________________________
_____________________________________________
_____________________________________________
SURETY* _____________________________________________
_____________________________________________
_____________________________________________
_____________________________________________
*Provide BIDDER and SURETY name, address and telephone number and the name, title, address and telephone number for their authorized representatives. Power of Attorney must be attached.

CERTIFICATE OF ACKNOWLEDGMENT
State of California
County of _____________________
On _________________________ before me, _____________________________, 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)

BID GUARANTEE
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
Note: The following statement shall be used if other than a bid surety bond accompanies bid. “Accompanying this proposal is a money order*, certified check*, cashier’s check*, cash*, payable to the order of the City of Sierra Madre in the amount of _____________________________________________ Dollars ($__________________) which is at least ten percent (10%) of the total amount of this bid. The proceeds of this bid guarantee shall become the property of the City of Sierra Madre provided this bid is accepted by said City, through action of its legally constituted contracting authorities, and the undersigned fails to execute a contract and furnish the required bonds and insurance within the stipulated time.

Otherwise, the proceeds of this bid guarantee shall be returned to the undersigned.” NAME OF BIDDER: ____________________________________________________ MAILING ADDRESS: ____________________________________________________ ____________________________________________________
____________________________________________________
AUTHORIZED SIGNATURE: ____________________________________________________ TITLE: ____________________________________________________ DATE: ____________________________________________________

BIDDER INFORMATION
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
BIDDER certifies that the following information is true and correct:

Name of Bidder:______________________________________________________________________ Business Address:_____________________________________________________________________ Telephone:________________________________FAX:___________________________ E-mail: ____________________________________________
CONTRACTOR’s License No.:_____________________________ Date License Issued:_____________ License Expiration Date:_____________________
The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having a principal interest in this proposal:
(Name / Title / Address / Telephone)
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: (Type of Judgment / Date)
_____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ All current and prior DBA’s, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: (Principal / DBA’s / Applicable Dates) _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ Prior Disqualification
Has your firm ever been disqualified from performing work for any City, County, Public or Private Contracting entity? Yes / No _________. If yes, provide the following information. (If more than once, use separate sheets):

Date: __________________________ Entity:_________________________________ Location:______________________________________________________________________ Reason:_______________________________________________________________________ Provide Status and any Supplemental Statement:_______________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ Has your firm been reinstated by this entity? Yes / No _________ Violations of Federal or State Law
A. Has your firm or its officers been assessed any penalties by any agency for noncompliance, violations of Federal or State labor laws and/or business or licensing regulations within the past five (5) years relating to your construction projects?
Yes / No: ________ Federal / State: _________________________ If “yes”, identify and describe, (including status):______________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ Have the penalties been paid? Yes / No:____________
B. Does you firm or its officers have any ongoing investigations by any agency regarding violations of the State Labor Code, California Business and Professions Code or State Licensing laws?
Yes / No:___________ Codes / Laws:_________________________ Section / Article:___________ If “yes”, identify and describe (including status):_______________________________________ ______________________________________________________________________________ ______________________________________________________________________________ I declare under penalty of perjury under the laws of the State of California that all of the representations made in this BIDDER INFORMATION are true and correct. Executed this __________________ day of _______________________________, 20__, at _____________________________________, California.

Authorized Representative: Signature ________________________________________ Title ________________________________________

EXPERIENCE STATEMENT
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
Pursuant to this BID PROPOSAL and QUALIFICATION OF BIDDERS, the following is a record of the Bidder’s experience in construction of a type similar in magnitude and character to that contemplated under this contract. Included in this section should be a complete list of references for similar projects in terms of scope of work, value of work, and time constraints. The CONTRACTOR must demonstrate that he/she has experience with this type of project and can manage this project effectively. If necessary, additional numbered pages can be attached to this page. The CONTRACTOR must be properly licensed to perform the work in this project as determined by the State CONTRACTOR’s License Board.

Project Title:__________________________________ Client:_________________________________ Date: ______________ Project Value: ______________ Client Contact: _____________ Client Telephone #_____________ Client Email Address: ______________ Description: ________________________________________________________________________ ________________________________________________________________________ ______________________________________________________________________ Subject to Federal Labor Standards: Yes No
Project Title:__________________________________ Client:_________________________________ Date: ______________ Project Value: ______________ Client Contact: _____________ Client Telephone #_____________ Client Email Address: ______________ Description: ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ Subject to Federal Labor Standards: Yes No
EXPERIENCE STATEMENT (Continued)
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
Project Title:__________________________________ Client:_________________________________ Date: ______________ Project Value: ______________ Client Contact: _____________ Client Telephone #_____________ Client Email Address: ______________ Description: ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ Subject to Federal Labor Standards: Yes No
Project Title:__________________________________ Client:_________________________________ Date: ______________ Project Value: ______________ Client Contact: _____________ Client Telephone #_____________ Client Email Address: ______________ Description: ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ Subject to Federal Labor Standards: Yes No
I declare under penalty of perjury under the laws of the State of California that all of the representations made in this EXPERIENCE STATEMENT are true and correct. Executed this _______ day of _______________________________, 20__, at _____________________________________, California.

Authorized Representative: Signature ________________________________________ Title ________________________________________

DESIGNATION OF SUPPLIERS AND SUBCONTRACTORS
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
The following is a list of subcontractors and suppliers, as defined in 2-3 SUBCONTRACTS of the Standard Specifications, who will perform work or provide materials of value in excess of one-half of one percent of the total bid price or $10,000, whichever is greater.

No subcontractor shall perform work in excess of the amount specified in 2-3 SUBCONTRACTS of the Standard Specifications, without the written approval of the AGENCY.

The CONTRACTOR is responsible to ensure that appropriate provisions are to be inserted in all subcontracts to bind subcontractors to the contract requirements as contained herein.

Each subcontractor must agree to comply with all applicable Federal, State, and local requirements.

Name, License No., and
Address of Subcontractor
Employer
Tax Id #
MBE/
WBE
(Y/N)
Work Subcontracted Portion of Work (% of
Contract Price)
Name, License No., and
Address of Subcontractor
Employer
Tax Id #
MBE/
WBE
(Y/N)
Work Subcontracted Portion of Work (% of
Contract Price)
These representations are made under the penalty of perjury under the laws of the State of California. The undersigned hereby certifies that each subcontractor has been notified in writing of its equal opportunity obligations.

NAME OF BIDDER: _________________________________________________________ AUTHORIZED SIGNATURE: __________________________________________________ Date: _____________________________

STATEMENT REGARDING INSURANCE COVERAGE
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
The undersigned representative of Bidder hereby certifies that he/she has reviewed the insurance coverage requirements specified in 5-4 INSURANCE of Section E, Standard Specifications and Section F, Special Provisions. Should Bidder be awarded the contract for the work, the undersigned further certifies that Bidder can meet all of these specification requirements for insurance including insurance coverage of his/her subcontractors.

NAME OF BIDDER: ____________________________________________________ MAILING ADDRESS: ____________________________________________________ ____________________________________________________
____________________________________________________
AUTHORIZED SIGNATURE: ____________________________________________________ TITLE: ____________________________________________________ DATE: ____________________________________________________ STATEMENT REGARDING CONTRACTOR’S LICENSING LAWS
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
[Business & Professions Code § 7028.15]
[Public Contract Code § 20103.5]
I, the undersigned, certify that I am aware of the following provisions of California law and that I, or the entity on whose behalf this certification is given, hold a currently valid California CONTRACTOR’s license as set forth below:

Business & Professions Code § 7028.15:
a) It is a misdemeanor for any person to submit a bid to a public agency to engage in the business or act in the capacity of a CONTRACTOR within this state without having a license therefor, except in any of the following cases:
(1)The person is particularly exempted from this chapter. (2)The bid is submitted on a state project governed by Section 10164 of the Public Contract Code or on any local agency project governed by Section 20104 [now § 20103.5] of the Public Contract Code.
b) If a person has been previously convicted of the offense described in this section, the court shall impose a fine of 20 percent of the price of the contract under which the unlicensed person performed contracting work, or four thousand five hundred dollars ($4,500), whichever is greater, or imprisonment in the county jail for not less than 10 days nor more than six months, or both.

In the event the person performing the contracting work has agreed to furnish materials and labor on an hourly basis, “the price of the contract” for the purposes of this subdivision means the aggregate sum of the cost of materials and labor furnished and the cost of completing the work to be performed.
c) This section shall not apply to a joint venture license, as required by Section 7029.1.

However, at the time of making a bid as a joint venture, each person submitting the bid shall be subject to this section with respect to his/her individual licenser. d) This section shall not affect the right or ability of a licensed architect, land surveyor, or registered professional engineer to form joint ventures with licensed CONTRACTORs to render services within the scope of their respective practices. e) Unless one of the foregoing exceptions applies, a bid submitted to a public agency by a CONTRACTOR who is not licensed in accordance with this chapter shall be considered nonresponsive and shall be rejected by the public agency. Unless one of the foregoing exceptions applies, a local public agency shall, before awarding a contract or issuing a purchase order, verify that the CONTRACTOR was properly licensed when the CONTRACTOR submitted the bid. Notwithstanding any other provision of law, unless one of the foregoing exceptions applies, the registrar may issue a citation to any public officer or employee of a public entity who knowingly awards a contract or issues a purchase order to a CONTRACTOR who is not licensed pursuant to this chapter. The amount of civil penalties, appeal, and finality of such citations shall be subject to Sections 7028.7 to 7028.13, inclusive. Any contract awarded to, or any purchase order issued to, as CONTRACTOR who is not licensed pursuant to this chapter is void. f) Any compliance or noncompliance with subdivision (e) of this section, as added by Chapter 863 of the Statutes of 1989, shall not invalidate any contract or bid awarded by a public agency during which time that subdivision was in effect. g) A public employee or officer shall not be subject to a citation pursuant to this section if the public employee, officer, or employing agency made an inquiry to the board for the purposes of verifying the license status of any person or CONTRACTOR and the board failed to respond to the inquiry within three business days. For purposes of this section, a telephone response by the board shall be deemed sufficient.

Public Contract Code § 20103.5:

In all contracts subject to this part where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with the laws of this state.

However, at the time the contract is awarded, the CONTRACTOR shall be properly licensed in accordance with the laws of this state. The first payment for work or material under any contract shall not be made unless and until the Registrar of CONTRACTORs verifies to the AGENCY that the records of the Contractors’ State License Board indicate that the CONTRACTOR was properly licensed at the time the contract was awarded. Any bidder or CONTRACTOR not so licensed shall be subject to all legal penalties imposed by law, including, but not limited to, any appropriate disciplinary action by the Contractors’ State License Board. The AGENCY shall include a statement to that effect in the standard form of pre-qualification questionnaire and financial statement. Failure of the bidder to obtain proper and adequate licensing for an award of a contract shall constitute a failure to execute the contract and shall result in the forfeiture of the security of the bidder.

CONTRACTOR’s License Number: _____________________________________________ License Expiration Date:____________________________
Authorized Signature:_____________________________________________ Date:_____________________________

NON-COLLUSION AFFIDAVIT
The undersigned declares:

I am the ___________________________ of _________________________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. 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 any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on the ___ day __________________, 20__ at ___________________________________, California.
____________________________________
CONTRACTOR’s Signer’s Name
____________________________________
CONTRACTOR’s Signer’s Title
____________________________________
CONTRACTOR’s Business Name
Contractor’s Business Address:
_________________________________________
Mailing Street Address
_________________________________________
City, State, Zip Code
__________________________
Telephone #
SECTION D – CONTRACT INFORMATION AND DOCUMENTS
Well 4 Rehabilitation Project
Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
Contract Information and Documents:
□ Contract Agreement
□ Payment Bond
□ Faithful Performance Bond
□ Maintenance Bond
□ Worker’s Compensation Insurance Certificate
□ Insurance Endorsement

AGREEMENT
Well 4 Rehabilitation Project
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
THIS AGREEMENT (“AGREEMENT”) is made and entered into for the above-stated project this _____ day of__________________, 20__ (Council Action Date Here), BY AND BETWEEN the City of Sierra Madre, a municipal corporation, hereafter designated as “AGENCY”, and CONTRACTOR’S BUSINESS NAME, a ____________ (State) ___________ (corporation, partnership, limited liability company, or other business form), hereafter designated as “CONTRACTOR.”
WITNESSETH that AGENCY and CONTRACTOR have mutually agreed as follows:

ARTICLE I: Contract Documents
The contract documents for the Well 4 Rehabilitation Project, SPECIFICATION NO. Due W425/26, shall consist of the Notice Inviting Sealed Bids, Instructions To Bidders, Bid Proposal, Bid Schedule, Standard Specifications, Special Provisions, and all referenced specifications, plans, details, standard drawings, and appendices; together with two signed copies of the AGREEMENT, two signed copies of required bonds; one copy of the insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements clarifying, amending, or extending the work contemplated as may be required to ensure its completion in an acceptable manner (collectively referred to herein as the “Contract Documents”). All of the provisions of the Contract Documents are made a part hereof as though fully set forth herein.

ARTICLE II: Scope of Work
For and in consideration of the payments and agreements to be made and performed by AGENCY, CONTRACTOR agrees to furnish all materials and equipment and perform all work required for the above-stated project, and to fulfill all other obligations as set forth in the aforesaid Contract Documents.

AGENCY hereby employs CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to the terms and conditions herein contained and referred to, for the prices provided herein, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in this AGREEMENT.

In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to this AGREEMENT, CONTRACTOR offers and agrees to assign to the AGENCY all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (Section 16700, et seq.) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to CONTRACTOR, without further acknowledgment by the parties.

ARTICLE III: Compensation
A. CONTRACTOR agrees to receive and accept the prices set forth in the Bid Proposal and Bid Schedule as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. In no event shall the total compensation and costs payable to CONTRACTOR under this Agreement exceed the sum of $_________ ( _______________ Dollars,) unless specifically approved in advance and in writing by AGENCY.

CONTRACTOR agrees to perform all work based on time, as agreed upon with the AGENCY on the CONTRACTOR’S Equipment and Labor Rates, and materials as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder.] Such compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid Contract Documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. Such unforeseen difficulties or obstructions includes any act of God, the elements, strike, walkout, or any other cause beyond CONTRACTOR’s reasonable control that occurs before AGENCY accepts the work as complete.

B. This AGREEMENT is subject to the provisions of Article 1.7 (commencing at Section 20104.50) of Division 2, Part 3 of the Public Contract Code regarding prompt payment of CONTRACTORs by local governments. Article 1.7 mandates certain procedures for the payment of undisputed and properly submitted payment requests within 30 days after receipt, for the review of payment requests, for notice to CONTRACTOR of improper payment requests, and provides for the payment of interest on progress payment requests which are not timely made in accordance with that Article. This AGREEMENT hereby incorporates the provisions of Article 1.7 as though fully set forth herein.

C. At the request and expense of CONTRACTOR, securities equivalent to the amount withheld shall be deposited with AGENCY, or with a state or federally chartered bank in this state as the escrow agent, who shall then pay those moneys to CONTRACTOR upon AGENCY’s confirmation of CONTRACTOR’S satisfactory completion of this AGREEMENT. At any time during the term of this AGREEMENT CONTRACTOR may, at its own expense, substitute securities for funds otherwise withheld as retention (or the retained percentage) in accordance with Public Contract Code § 22300.

D. This AGREEMENT is subject to the requirements of a skilled and trained workforce; CONTRACTOR and each of its subcontractors at every tier are required to employ a certain percentage of journeypersons to perform the work, in accordance with Public Contracts Code §§ 2600 – 2602
ARTICLE IV: Labor Code
AGENCY and CONTRACTOR acknowledge that this AGREEMENT is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and public agencies and agree to be bound by all the provisions thereof as though set forth fully herein. Full compensation for conforming to the requirements of the Labor Code and with other Federal, State and local laws related to labor, and rules, regulations and ordinances which apply to any work performed pursuant to this AGREEMENT is included in the price for all contract items of work involved.

This AGREEMENT is further subject to prevailing wage law, including, but not limited to, the following:

A. The CONTRACTOR shall pay the prevailing wage rates for all work performed under the AGREEMENT. When any craft or classification is omitted from the general prevailing wage determinations, the CONTRACTOR shall pay the wage rate of the craft or classification most closely related to the omitted classification. The CONTRACTOR shall forfeit as a penalty to AGENCY $200.00 or any greater penalty provided in the Labor Code for each Calendar Day, or portion thereof, for each worker paid less than the prevailing wage rates for any work done under the AGREEMENT in violation of the provisions of the Labor Code whether such worker is employed in the execution of the work by CONTRACTOR or by any Subcontractor under CONTRACTOR. In addition, CONTRACTOR shall pay each worker the difference between such prevailing wage rates and the amount paid to each worker for each Calendar Day, or portion thereof, for which each worker was paid less than the prevailing wage rate.

B. CONTRACTOR shall comply with the provisions of Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that CONTRACTOR is responsible for compliance with Section 1777.5 by all of its subcontractors.

C. Pursuant to Labor Code § 1725.5, CONTRACTOR and any subcontractor must be registered with the California Department of Industrial Relations for any bid proposal submitted on or after March 1, 2015, and for any contract for public work entered into on or after April 1, 2015. Further, this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

D. Pursuant to Labor Code § 1776, CONTRACTOR and any subcontractor shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with this AGREEMENT. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following: (1) The information contained in the payroll record is true and correct; and (2) The employer has complied with the requirements of Labor Code §§ 1811, and 1815 for any work performed by his or her employees on the public works project. The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours as required by Labor Code § 1776.

E. This AGREEMENT is further subject to 8-hour workday and wage and hour penalty law, including, but not limited to, Labor Code Sections 1810 and 1813, as follows:

CONTRACTOR shall strictly adhere to the provisions of the Labor Code regarding the 8-hour day and the 40-hour week, overtime, Saturday, Sunday and holiday work and nondiscrimination on the basis of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex or sexual orientation, except as provided in Section 12940 of the Government Code. Pursuant to the provisions of the Labor Code, eight hours’ labor shall constitute a legal day’s work. Work performed by CONTRACTOR’s employees in excess of eight hours per day, and 40 hours during any one week, must include compensation for all hours worked in excess of eight hours per day, or 40 hours during any one week, at not less than one and onehalf times the basic rate of pay. CONTRACTOR shall forfeit as a penalty to AGENCY $25.00 or any greater penalty set forth in the Labor Code for each worker employed in the execution of the work by CONTRACTOR or by any Subcontractor of CONTRACTOR, for each Calendar Day during which such worker is required or permitted to the work more than eight hours in one Calendar Day or more than 40 hours in any one calendar week in violation of the Labor Code.

F. This AGREEMENT is subject to Public Contract Code Section 6109: CONTRACTOR shall be prohibited from performing work on this project with a subcontractor who is ineligible to perform work on the project pursuant to Sections 1777.1 or 1777.7 of the Labor Code.

ARTICLE V: Work Site Conditions
A. In compliance with and pursuant to Government Code Section 4215, AGENCY shall assume the responsibility, as between the parties to this AGREEMENT, for the timely removal, relocation, or protection of existing main- or trunk-line utility facilities located on the site of any construction project that is a subject of this AGREEMENT, if such utilities are not identified by AGENCY in the plans and specifications made a part of the invitation for bids. The Contract Documents shall include provisions to compensate CONTRACTOR for the costs of locating, repairing damage not due to the failure of CONTRACTOR to exercise reasonable care, and removing or relocating such utility facilities not indicated in the plans and specifications with reasonable accuracy, and for equipment on the project necessarily idled during such work. CONTRACTOR shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of AGENCY or the owner of a utility to provide for removal or relocation of such utility facilities.

B. To the extent that the work requires trenches in excess of five feet (5’) and is estimated to cost more than $25,000, prior to any excavation, CONTRACTOR must provide the AGENCY, or a registered civil or structural engineer employed by the AGENCY to whom authority has been delegated to accept such plans, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. Nothing in this section shall be deemed to allow the use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders.

C. This AGREEMENT is further subject to Public Contract Code Section 7104 with regard to any trenches deeper than four feet (4’) involved in the proposed work as follows:

CONTRACTOR shall promptly, and before the following conditions are disturbed, notify AGENCY, in writing, of any:
(1) Material that CONTRACTOR believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with existing law. (2) Subsurface or latent physical conditions at the site differing from those indicated by all available information provided prior to the deadline for submission of bids. (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.

AGENCY shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or involve hazardous waste, and cause a decrease or increase in CONTRACTOR’s cost of, or the time required for, performance of any part of the work, AGENCY shall issue a change order under the procedures described in this AGREEMENT.

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

ARTICLE VI: Insurance
A. With respect to performance of work under this AGREEMENT, CONTRACTOR shall maintain, and shall require all of its subcontractors to maintain, insurance as required by Section E “Standard Specifications” of the Contract Documents.

B. This AGREEMENT is further subject to Workers’ Compensation obligations, including, but not limited to, California Labor Code Sections 1860 and 1861 as follows:

CONTRACTOR shall take out and maintain, during the life of this contract, Worker’s Compensation Insurance for all of CONTRACTOR’s employees employed at the site of improvement; and, if any work is sublet, CONTRACTOR shall require the subcontractor similarly to provide Worker’s Compensation Insurance for all of the latter’s employees, unless such employees are covered by the protection afforded by CONTRACTOR. CONTRACTOR and any of CONTRACTOR’s subcontractors shall be required to provide AGENCY with a written statement acknowledging its obligation to secure payment of Worker’s Compensation Insurance as required by Labor Code § 1861; to wit: ‘I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.’ If any class of employees engaged in work under this AGREEMENT at the site of the Project is not protected under any Worker’s Compensation law, CONTRACTOR shall provide and shall cause each subcontractor to provide adequate insurance for the protection of employees not otherwise protected. CONTRACTOR shall indemnify and hold harmless AGENCY for any damage resulting from failure of either CONTRACTOR or any subcontractor to take out or maintain such insurance.

Any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements or limits shall be available to AGENCY as additional insured. Further, the requirements for coverage and limits shall be the greater of (1) the maximum coverage and limits specified in this Agreement, or (2) the broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured. Insurance provided by CONTRACTOR under this Contract shall not replace or substitute for CONTRACTOR’s indemnification obligations in Article VII.

CONTRACTOR’s insurance, including all endorsements, shall be primary to any coverage available to AGENCY. Any insurance or self-insurance maintained by AGENCY and/or its officers, employees, agents or volunteers, shall be excess of CONTRACTOR’s insurance and shall not contribute with it.

ARTICLE VII: Indemnification
To the fullest extent permitted by law, CONTRACTOR shall, at its sole cost and expense, fully defend, indemnify and hold harmless AGENCY, its authorized representatives and their respective subsidiaries, affiliates, members, directors, officers, employees and agents (collectively, the “Indemnitees”) from and against any and all claims, actions, demands, costs, judgments, liens, penalties, liabilities, damages, losses, and expenses, including but not limited to any fees of accountants, attorneys or other professionals (collectively “Liabilities”), arising out of, in connection with, resulting from or related to, any act, omission, fault or negligence of CONTRACTOR, CONTRACTOR’s Representative, or any of its officers, agents, employees, Subcontractors or Suppliers, or any person or organization directly or indirectly employed by any of them (Collectively, the “Indemnitors”), in connection with or relating to or claimed to be in connection with or relating to the work performed under this AGREEMENT. Indemnification includes, but is not limited to, all claims, actions, demands, costs, judgments, liens, penalties, liabilities, damages, losses, and expenses arising out of, in connection with, resulting from or related to changes to the natural environment or environmental harms caused in whole or in part by work performed under this AGREEMENT.

To the fullest extent permitted by law, CONTRACTOR shall, at its sole costs and expense, fully defend, indemnify and hold harmless AGENCY, its authorized representatives and their representative subsidiaries, affiliates, members, director, officer, employees and agents, including parties that AGENCY contracts with (including other governmental agencies such as the California Department of Transportation) (collectively, the “Indemnitees”) from and against any and all claims, actions, demands, costs, judgments, liens, penalties, liabilities, damages, losses, and expenses, including but not limited to any fees of accountants, attorneys or other professionals (collectively “Liabilities”), arising out of, in connection with, resulting from or related to, any act, omission, fault or negligence of any party, person, or organization that AGENCY contracts with, in connection with or relating to or claimed to be in connection with or relating to the work performed under this AGREEMENT. Indemnification includes, but is not limited to, all claims, actions, demands, costs, judgments, liens, penalties, liabilities, damages, losses, and expenses arising out of, in connection with, resulting from or related to changes to the natural environment or environmental harms caused in whole or in part by work performed under this AGREEMENT.

If CONTRACTOR is a joint venture or partnership, each venturer or partner shall be jointly and severally liable for any and all of the duties and obligations of CONTRACTOR that are assumed under or arise out of this AGREEMENT. Each of such venturers or partners waives notice of the breach or non-performance of any undertaking or obligation of CONTRACTOR contained in, resulting from or assumed under this AGREEMENT, and the failure to give any such notice shall not affect or impair such venturer’s or partner’s joint and several liability hereunder.

AGENCY may request a deposit for defense costs from CONTRACTOR with respect to a claim.

If AGENCY requests a defense deposit, CONTRACTOR shall provide it within 15 days of the request.

ARTICLE VIII: Binding Effect
AGENCY and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto and to its partners, successors, assigns, and legal representatives in respect of all covenants, agreements, and obligations contained in the Contract Documents. This AGREEMENT is not assignable nor the performance of either party’s duties delegable without the prior written consent of the other party. Any attempted or purported assignment or delegation of any of the rights of obligations of either party without the prior written consent of the other shall be void and of no force and effect.

ARTICLE IX: Dispute Resolution
A. All disputes arising out of this AGREEMENT are subject to a mandatory step-by-step claims submission and evaluation process as a precondition to legal action in accordance with Public Contracts Code § 9204.

B. Any court action arising out of this AGREEMENT shall be filed in the Los Angeles County Superior Court. Any alternative dispute resolution proceeding arising out of this AGREEMENT shall be heard in the County of Los Angeles.

C. AGENCY shall have full authority to compromise or otherwise settle any claim relating to this AGREEMENT or any part hereof at any time. AGENCY shall provide timely notification to CONTRACTOR of the receipt of any third-party claim relating to this AGREEMENT. AGENCY shall be entitled to recover its reasonable costs incurred in providing the notification required by this section.

D. This AGREEMENT is further subject to the provisions of Article 1.5 (commencing at Section 20104) of Division 2, Part 3 of the Public Contract Code regarding the resolution of public works claims of less than $375,000. Article 1.5 mandates certain procedures for the filing of claims and supporting documentation by CONTRACTOR, for the response to such claims by the AGENCY, for a mandatory meet and confer conference upon the request of CONTRACTOR, for mandatory nonbinding mediation in the event litigation is commenced, and for mandatory judicial arbitration upon the parties’ failure to resolve the dispute through mediation. This AGREEMENT hereby incorporates the provisions of Article 1.5 as though fully set forth herein.

ARTICLE X: Independent CONTRACTOR
CONTRACTOR is and shall at all times remain as to AGENCY, a wholly independent CONTRACTOR. Neither AGENCY nor any of its agents shall have control of the conduct of CONTRACTOR or any of CONTRACTOR’s employees, except as herein set forth.

CONTRACTOR shall not at any time or in any manner represent that it or any of its agents or employees are in any manner agents or employees of AGENCY.

ARTICLE XI: Taxes
CONTRACTOR is responsible for paying all retail, sales and use, transportation, export, import, special or other taxes and duties applicable to, and assessable against any work, materials, equipment, services, processes and operations incidental to or involved in this AGREEMENT. The CONTRACTOR is responsible for ascertaining and arranging to pay such taxes and duties. The prices established in this AGREEMENT shall include compensation for any taxes the CONTRACTOR is required to pay by laws and regulations in effect as of the execution of this AGREEMENT.

ARTICLE XII: Notices
All notices and communications shall be sent in writing to the parties at the following addresses:

AGENCY: CONTRACTOR:
[INSERT CONTACT] [INSERT CONTACT]
CITY OF SIERRA MADRE CONTRACTOR’S BUSINESS NAME
232 W. Sierra Madre Boulevard Mailing Address
Sierra Madre, CA 91024 City, State, Zip Code
ARTICLE XIII: Entire Agreement
This AGREEMENT supersedes any and all other agreements, either oral or written, between the parties and contains all of the covenants and agreements between the parties pertaining to the work of improvements described herein. Each party to this AGREEMENT acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein, and that any other agreement, statement or promise not contained in this AGREEMENT shall not be valid or binding.

Any modification of this AGREEMENT will be effective only if signed by the party to be charged.

The benefits and obligations of this AGREEMENT shall inure to and be binding upon the representatives, agents, partners, heirs, successors and assigns of the parties hereto. This AGREEMENT shall be construed pursuant to the laws of the State of California.

ARTICLE XIV: Authority to Contract
The signatories hereto represent that they are authorized to sign on behalf of the respective parties they represent and are competent to do so, and each of the parties hereto hereby irrevocably waives any and all rights to challenge signatures on these bases.

ARTICLE XV: General Provisions
A. All reports, documents or other written material (“written products” herein) developed by CONTRACTOR in the performance of this Agreement shall be and remain the property of AGENCY without restriction or limitation upon its use or dissemination by AGENCY.

CONTRACTOR may take and retain copies of such written products as desired, but no such written products shall be the subject of a copyright application by CONTRACTOR.

B. In the performance of this Agreement, CONTRACTOR shall not discriminate against any employee, subcontractor, or applicant for employment because of race, color, creed, religion, sex, marital status, sexual orientation, national origin, ancestry, age, physical or mental disability, medical condition or any other unlawful basis.

C. The captions appearing at the commencement of the sections hereof, and in any paragraph thereof, are descriptive only and for convenience in reference to this Agreement. Should there be any conflict between such heading, and the section or paragraph at the head of which it appears, the section or paragraph hereof, as the case may be, and not such heading, shall control and govern in the construction of this Agreement. Masculine or feminine pronouns shall be substituted for the neuter form and vice versa, and the plural shall be substituted for the singular form and vice versa, in any place or places herein in which the context requires such substitution(s).

D. The waiver by AGENCY or CONTRACTOR of any breach of any term, covenant or condition herein contained shall not be deemed to be a waiver of such term, covenant or condition or of any subsequent breach of the same or any other term, covenant or condition herein contained. No term, covenant or condition of this Agreement shall be deemed to have been waived by AGENCY or CONTRACTOR unless in writing.

E. Each right, power and remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise shall be cumulative and shall be in addition to every other right, power, or remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise.

The exercise, the commencement of the exercise, or the forbearance of the exercise by any party of any one or more of such rights, powers or remedies shall not preclude the simultaneous or later exercise by such party of any of all of such other rights, powers or remedies.

F. CONTRACTOR shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to AGENCY under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to CONTRACTOR under this Agreement. All such documents shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of AGENCY. In addition, pursuant to Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds ten thousand dollars, all such documents and this Agreement shall be subject to the examination and audit of the State Auditor, at the request of AGENCY or as part of any audit of AGENCY, for a period of three (3) years after final payment under the Agreement.

TO EFFECTUATE THIS AGREEMENT, the parties have caused their duly authorized representatives to execute this Agreement on the dates set forth below. “CITY”
City of Sierra Madre
Authorized Signatories:

Signature:

Printed:

Title:

Date:
“CONSULTANT”
[Name of Company or Individual]
Signature:

Printed:

Title:

Date:

Attest:

Signature:

Printed:

Title: City Clerk
Date:

Approved as to Form:

Signature:

Printed:

Title: City Attorney
Date:
( EXECUTE IN DUPLICATE )

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)

PAYMENT BOND
Well 4 Rehabilitation Project,
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
WHEREAS, the City of Sierra Madre, as AGENCY has awarded to CONTRACTOR’s Business Name, as CONTRACTOR, a contract for the above-stated project;
AND WHEREAS, CONTRACTOR is required to furnish a bond in connection with the contract, to secure the payment of claims of laborers, mechanics, material persons, and other persons as provided by law; NOW THEREFORE, we, the undersigned CONTRACTOR and SURETY, are held and firmly bound unto AGENCY in the sum of [DESCRIBE IN WORDS; 100% OF TOTAL CONTRACT AMOUNT—TO BE INSERTED BY CONTRACTOR], ($XXX,XXX.XX) Dollars, which is one hundred percent (100%) of the total contract amount for the above-stated project, for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION IS SUCH that if CONTRACTOR, its heirs, executors, administrators, successors, assigns or subcontractors, shall fail to pay any of the persons named in Civil Code Section 9100, or amounts due under the Unemployment Insurance Code with respect to work or labor withheld, and to pay over to the Employment Development Department from the wages of employees of the CONTRACTOR and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to such work and labor, that the surety or sureties herein will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In case suit is brought upon this bond, SURETY will pay reasonable attorneys’ fees to the plaintiffs and AGENCY in an amount to be fixed by the court.

This bond shall inure to the benefit to any of the persons named in Civil Code Section 9100 as to give a right of action to such persons or their assigns in any suit brought upon this bond.

The SURETY hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or the specifications accompanying it shall in any manner affect SURETY’s obligations on this bond. The SURETY hereby waives notice of any such change, extension, alteration or addition and hereby waives the requirements of Section 2845 of the Civil Code as a condition precedent to any remedies AGENCY may have. (Continued on Next Page)
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals as of the dates set forth below:

CONTRACTOR* CONTRACTOR’s Signer’s Name, Title _____________________________________ CONTRACTOR’s Business Name _____________________________________ Mailing Street Address _____________________________________ City, State, Zip Code _____________________________________ Telephone # _____________________________________
Date: _____________________________________
Surety* Surety Signer’s Name / Title _____________________________________ Surety’s Business Name _____________________________________ Mailing Street Address _____________________________________ City, State, Zip Code _____________________________________ Telephone # _____________________________________
Date: _____________________________________
*Provide CONTRACTOR and Surety name, address and telephone number and the name, title, address and telephone number for the respective authorized representatives. Power of Attorney and Notary Acknowledgement must be attached. Seals and dates of signing must also be included. ( EXECUTE IN DUPLICATE )

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)

FAITHFUL PERFORMANCE BOND
Well 4 Rehabilitation Project
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
KNOW ALL PERSONS BY THESE PRESENTS That CONTRACTOR’s Business Name, hereinafter referred to as “CONTRACTOR” as PRINCIPAL, and _____________________, a corporation duly organized and doing business under and by virtue of the laws of the State of California and duly licensed for the purpose of making, guaranteeing, or becoming sole surety upon bonds or undertakings as Surety, are held and firmly bound unto the CITY OF SIERRA MADRE, CALIFORNIA, hereinafter referred to as the “AGENCY” in the sum of ________________________________________________________________________________________ [DESCRIBE IN WORDS; 100% OF THE TOTAL CONTRACT AMOUNT—TO BE INSERTED BY CONTRACTOR], ($XXX,XXX.XX) Dollars, which is one hundred percent (100%) of the total contract amount for the above stated project; lawful money of the United States of America for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, assigns and successors, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that whereas CONTRACTOR has been awarded and is about to enter into a Contract with AGENCY to perform all work required pursuant to the contract documents for the project entitled: Well 4 Rehabilitation Project, SPECIFICATION NO. Due W425/26, CONTRACT which Contract is by this reference incorporated herein, and is required by AGENCY to give this Bond in connection with the execution of the Contract;
NOW, THEREFORE, if CONTRACTOR and his or her Subcontractors shall well and truly do and perform all the covenants and obligations of the Contract on his or her part to be done and performed at the times and in the manner specified herein including compliance with all Contract specifications and quality requirements, then this obligation shall be null and void, otherwise it shall be and remain in full force and effect; PROVIDED, that any alterations in the work to be done, or in the material to be furnished, which may be made pursuant to the terms of the Contract, shall not in any way release CONTRACTOR or the Surety thereunder, nor shall any extensions of time granted under the provisions of the Contract release either CONTRACTOR or said Surety, and notice of such alterations of extensions of the Contract is hereby waived by said Surety.

In the event suit is brought upon this Bond by AGENCY and judgment is recovered, said Surety shall pay all costs incurred by AGENCY in such suit, including a reasonable attorney’s fee to be fixed by the Court. (Continued on Next Page)
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals as of the dates set forth below:

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)

MAINTENANCE BOND
Well 4 Rehabilitation Project
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
KNOW ALL PERSONS BY THESE PRESENTS THAT WHEREAS, the City of Sierra Madre, as AGENCY has awarded to CONTRACTOR’s Business Name, as CONTRACTOR, a contract for the abovestated project.

AND WHEREAS, CONTRACTOR is required to furnish a bond in connection with the contract guaranteeing maintenance thereof;
NOW, THEREFORE, we, the undersigned CONTRACTOR and SURETY, are held firmly bound unto AGENCY in the sum of __________________________________________________________ [DESCRIBE IN WORDS; 50% OF THE TOTAL CONTRACT AMOUNT—TO BE INSERTED BY CONTRACTOR], ($XXX,XXX.XX) Dollars, which is fifty percent (50%) of the total contract amount for the above-stated project to be paid to AGENCY, its successors and assigns, for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that if CONTRACTOR shall remedy without cost to AGENCY any defects which may develop during a period of one (1) year from the date of recordation of the Notice of Completion of the work performed under the contract, provided such defects are caused by defective or inferior materials or work, then this obligation shall be void; otherwise it shall be and remain in full force and effect. In case suit is brought upon this bond, SURETY will pay reasonable attorneys’ fees to the AGENCY in an amount to be fixed by the court.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals as of the dats set forth below:

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)
WORKERS’ COMPENSATION INSURANCE CERTIFICATE
The CONTRACTOR shall execute the following form as required by the California Labor Code, Sections 1860 and 1861:

I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.

Date: __________________ CONTRACTOR’s Business Name
By:____________________________________
(Signature)
____________________________________
(Title)
Attest:

By:____________________________________
(Signature)
____________________________________
(Title)
NOTE: See Section 5.4 Insurance of the Standard Specifications for insurance carrier rating requirements.

ENDORSEMENTS TO INSURANCE POLICY
Name of Insurance Company:_________________________________________________ Policy Number:___________________________________
Effective Date:______________________
The following endorsements are hereby incorporated by reference into the attached Certificate of Insurance as though fully set forth thereon:

1. The naming of an additional insured as herein provided shall not affect any recovery to which such additional insured would be entitled under this policy if not named as such additional insured, and

2. The additional insured named herein shall not be held liable for any premium or expense of any nature on this policy or any extensions thereof, and

3. The additional insured named herein shall not by reason of being so named be considered a member of any mutual insurance company for any purpose whatsoever, and

4. The provisions of the policy will not be changed, suspended, canceled or otherwise terminated as to the interest of the additional insured named herein without first giving such additional insured twenty (20) days’ written notice.

5. Any other insurance held by the additional insured shall not be required to contribute anything toward any loss or expense covered by the insurance, which is referred to by this certificate.

6. The company provided insurance for this certificate is a company licensed to do business in the State of California with rating of "A" or higher and a Financial Class VII or higher as established by A.M. Best, or higher rating established by Moody’s or Standard & Poor’s.

It is agreed that the City of Sierra Madre, its officers and employees, are included as Additional Insureds under the contracts of insurance for which the Certificate of Insurance is given.
_________________________________________
Authorized Insurance Agent
Date:____________________________________
SECTION E – STANDARD SPECIFICATIONS
Well 4 Rehabilitation Project
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA

STANDARD SPECIFICATIONS
INCORPORATION OF GREENBOOK. The latest edition of the Standard Specifications for Public Works Construction (“SSPWC” or “Greenbook”) shall be incorporated by reference into these Standard Specifications as if fully replicated herein. These Standard Specification shall be supplemented, amended, or replaced by the Special Provision contained in Section F and G hereinbelow. To the extent that anything in the Special Provisions conflicts with the terms or requirements of the SSPWC, the Special Provisions shall control.

SECTION F – SPECIAL PROVISIONS – PART 1
Well 4 Rehabilitation Project
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA
SPECIAL PROVISIONS – PART 1. The following provisions supplement, amend, or replaced the requirements of the Standard Specifications for Public Works Construction (“SSPWC” or “Greenbook”). To the extent that anything in these Special Provisions conflicts with the terms or requirements of the SSPWC, these Special Provisions shall control.

SECTION 1 - GENERAL
1-1 TERMS. Unless otherwise stated, the words directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer. 1-2 DEFINITIONS
Acceptance – The AGENCY’s formal written acceptance of a project that has been completed in all respects in accordance with the plans and specifications and any modifications thereof.

AGENCY – The City of Sierra Madre.

Agent – Shall include persons and companies, other than the CONTRACTOR, retained by the City to perform design and construction services in relation to the Work.

Board – The City Council of the City of Sierra Madre.

City – The City of Sierra Madre, California, as the AGENCY and Owner.

City Council – City Council of the City of Sierra Madre, California.

Construction Manager – Persons and/or company retained by the City to perform construction management services.

Contract Documents – Including, but not limited to: the Contract, any Addendum (which pertain to the contract documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the general conditions, permits from other agencies, the Special Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract.

Days – Days shall mean consecutive calendar’s days unless otherwise specified.

Design Engineer – Persons and/or company retained by the City to perform engineering design services.

Due Notice – A written notification, provided in due time, of a proposed action, where the contract requires such notification within a specified time (usually 48 hours or two working days) prior to the commencement of the contemplated action.

Engineer – The City Engineer of the City of Sierra Madre, or his/her authorized representative.

Geotechnical Engineer – Person licensed to practice Soils Engineering or Geotechnical Engineering pursuant to the laws of the State of California and retained by the AGENCY during construction.

Geotextile – Synthetic fiber used in civil engineering applications, serving the primary functions of separation and filtration.

House Sewer – A sewer, wholly within private property, proposed to connect any building to a house connection sewer.

Luminaire Arm – The structural member, bracket, or mast arm, which, mounted on the standard, supports the luminaire.

Owner – City of Sierra Madre, California.

Prompt – The briefest interval of time required for a considered reply, including time required for approval by a governing body.

Proposal – See Bid.

Reference Specifications – Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date.

Standard Plans – “Standard Plans for Public Works Construction” or “SSPWC” – Latest edition of the Southern California Chapter of the American Public Works Association.

State Standard Specifications (“SSS”) – Standard Specifications prepared by the State of California, Business and Transportation Agency, Department of Transportation.

State Standard Plans (“SSP”) – Standard Plans prepared by State of California, Business and Transportation Agency, Department of Transportation.

Storm Drain – Any conduit and appurtenances intended for the reception and transfer of storm water.

Tonne – Also referred to as “metric ton” — Represents a unit of measure in the International System of Units equal to 1,000 kilograms.

Work – That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services.

Working Days – Any days, except: (1) Saturdays, Sundays, legal holidays on which Sierra Madre City Hall is closed for business; (2) days when work is suspended by the Engineer for reasons unrelated to the performance of the CONTRACTOR, and provided in Subsection 6-6.1; and (3) days determined to be non-working in accordance with Section 6-3 “Time of Completion.”
1-3 ABBREVIATIONS
1-3.3 Institutions. Add the following:

These Standard Specifications incorporate by reference the list of commonly used institution terms in the edition of the “Standard Plans for Public Works Construction” (aka the Greenbook) with the following additions:

AGCA Associated General CONTRACTORs of America
APWA American Public Works Association
CRSI Concrete Reinforcing Steel Institute
CSI Construction Specifications Institute
NFPA National Fire Protection Association
SSS State of California Standard Specifications, latest edition, Department of Transportation
SSP State of California Standard Plans, latest edition, Department of Transportation.

SSPWC Standard Specifications for Public Works Construction 1-4 UNITS OF MEASURE
1-4.1 General. Add the following:

When U.S. Standard Measures are not included in parenthesis, then the SI units shall control. 1-7 AWARD AND EXECUTION OF CONTRACT. Add the following:
1-7.0 Investigation of Site Conditions. Prior to submittal of the bid, Bidders must visit the site of work and complete their own investigations to satisfy themselves as to the existing conditions affecting the work to be done under these specifications. If the bidder chooses not to visit the site or conduct investigations, he will, nevertheless, be charged with the knowledge of conditions which reasonable inspection and investigation would have disclosed.

After the project is awarded, the CONTRACTOR shall carefully study and compare the Contract Documents with each other and with information available to the CONTRACTOR and furnished by the Owner and shall immediately notify the Engineer of errors, inconsistencies or omissions discovered. If the CONTRACTOR performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Engineer, the CONTRACTOR shall assume appropriate responsibility for such performance and may assume responsibility for the full costs for correction.

The CONTRACTOR shall make field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the CONTRACTOR with the Contract Documents before commencing activities. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer immediately.

When existing conditions are encountered which, in the opinion of the Engineer, require temporary suspension of work for design modifications or for other determinations to be made, the CONTRACTOR shall move to other areas of work until such determinations are made at no cost to the City. No additional compensation will be allowed by reason of such temporary suspension of work, or modifications to work, except as noted in Section 3 of these Standard Specifications (“Changes in Work”) for specific items of work not included in the bid. Appropriate extension of item for completion may be allowed where justification in the opinion of the Engineer. 1-7.1 General. Add the following:

The City reserves the right to reject any or all proposals.

The Contract will be awarded, if at all, to the lowest responsible and responsive Bidder determined as provided on the Proposal Form, whose proposal complies with all the requirements prescribed.

Such award, if made, will be made within the number of days stated in the proposal form. Refusal or failure to deliver the executed contract, bonds, or insurance in the form provided in the Contract and approved by the AGENCY’s attorney within the time provided herein shall be cause, at the AGENCY’s option, for the annulment of the award and forfeiture of the bid security. In such event, the AGENCY may successively award the Contract to the next lowest responsible and responsive Bidder until a properly executed Contract, bonds, and insurance is obtained, or it may at any time reject all remaining bids and proceed as provided by law. The refusal or failure of a successive lowest responsible and responsive Bidder to execute the Contract may, at the AGENCY’s option, result in an annulment of the award to that Bidder and the forfeiture of that Bidder’s bid security.

The periods of time specified above within which the award of the Contract may be made shall be subject to extension for such further period as may be agreed upon in writing between the AGENCY and the concerned Bidder.

The AGENCY reserves the right to waive any irregularities.

Within ten (10) calendar days after the date of the Notice of Award, the CONTRACTOR shall execute and return the following contract documents to the AGENCY:

Contract Agreement (in duplicate)
Faithful Performance Bond (in duplicate)
Maintenance Bond (in duplicate)
Payment Bond (in duplicate)
Public Liability and Property Damage Insurance Certificate (two original) Additionally Insured Endorsement
Workers’ Compensation Insurance Certificate (two original) A corporation to which an award is made may be required, before the Contract agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the officers signing the contract and bonds for the corporation have the authority to do so.
1-7.2 Contract Bonds. Add the following:

The PAYMENT BOND shall remain in force until thirty-five (35) calendar days after the date of recordation of the Notice of Completion. The FAITHFUL PERFORMANCE BOND shall remain in force until the date of recordation of the Notice of Completion. The MAINTENANCE BOND shall remain in force until one (1) year after the date of recordation of the Notice of Completion.

All bonds must be accompanied by a Power of Attorney.

SECTION 2 - SCOPE OF THE WORK
2-1 WORK TO BE DONE. Add the following:

Any plan or method of work suggested by the AGENCY or the Engineer to the CONTRACTOR but not specified or required, if adopted or followed by the CONTRACTOR in whole or in part, shall be used at the risk and responsibility of the CONTRACTOR; and the AGENCY and the Engineer shall assume no responsibility therefore and in no way be held liable for any defects in the work which may result from or be caused by use of such plan or method of work. 2-3 RIGHT-OF-WAY. Substitute the following:

Rights-of-way, easements, or rights-of-entry for the Work will be provided by the AGENCY.

Unless otherwise provided, the CONTRACTOR shall make arrangements, pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas and facilities temporarily required. The CONTRACTOR shall fully defend, indemnify and hold harmless AGENCY, its authorized representatives and their representative subsidiaries, affiliates, members, director, officer, employees and agents, including parties that AGENCY contracts with (including other governmental agencies such as the California Department of Transportation) (collectively, the “Indemnitees”) from and against any and all claims, actions, demands, costs, judgments, liens, penalties, liabilities, damages, losses, and expenses, including but not limited to any fees of accountants, attorneys or other professionals (collectively “Liabilities”), arising out of, in connection with these actions.

When the CONTRACTOR arranges for additional work areas and facilities temporarily required by him/her, he/she shall provide the AGENCY with proof that the additional work areas and/or facilities have been left in a condition satisfactory to the owner(s) of said work areas and/or facilities prior to acceptance of the work.
2-5 CONTRACTOR’S EQUIPMENT AND FACILITIES.
2-5.1 General. Add the following:

The CONTRACTOR shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws.

A noise level limit of 85 dba at a distance of fifty (50) feet shall apply to all construction equipment on or related to the job, whether owned by the CONTRACTOR or not. The use of excessively loud warning signals shall be avoided except in those cases where required for the protection of personnel.

The CONTRACTOR shall arrange and maintain a secure storage site for all equipment and materials. All equipment and unused materials shall be returned to this site at the end of each workday.

SECTION 3 - CONTROL OF THE WORK
3-3 SUBCONTRACTORS. Add the following:
3-3.1 General. Each Bidder shall comply with the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information:

The Bidder shall set for the in the Bid, as provided in 4104:
“(a) The name, and location of the place of business, the California contractor license number, and public works contractor registration number issued pursuant to Section 1725.5 of the Labor Code of each subcontractor who will perform work or labor or render service to the prime CONTRACTOR in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime CONTRACTOR, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime CONTRACTOR’s total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime CONTRACTOR’s total bid or ten thousand dollars ($10,000), whichever is greater.” “(b) The portion of the work which will be done by each such subcontractor under this act. The prime CONTRACTOR shall list only one subcontractor for each such portion as is defined by the prime CONTRACTOR in his bid.”
Subcontracting of more than one-half of one percent of the work for which no Subcontractor was designated in the original Bid will be allowed only in cases of public emergency or necessity and only after the Engineer makes a written finding of circumstances constituting public emergency or necessity.

The CONTRACTOR must obtain written consent of the City to substitute a Subcontractor designated in the original Bid, to permit any subcontract to be assigned or transferred, or to otherwise allow a subcontract to be performed by anyone other than the originally designated Subcontractor.

A violation of any of the above provisions will be considered a violation of the Contract, and the City may cancel the Contract and collect appropriate damages or assess the CONTRACTOR a penalty of not more than ten (10) percent of the subcontract involved.

If subcontracted work is not being performed in a satisfactory manner, the City will notify the CONTRACTOR of the need to take corrective action and the Engineer may report the facts to the City Council. Upon order by City Council and the CONTRACTOR’s receipt of written instructions from the Engineer, the Subcontractor shall immediately be removed from the Work and may not again be employed on the Work.
3-3.2 Additional Responsibility. The CONTRACTOR shall perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated “Specialty Items” may be performed by subcontract and the amount of any such “Specialty Items” so performed may be deducted from the Contract Price before computing the amount required to be performed by the CONTRACTOR with its own organization. “Specialty Items” will be identified by the AGENCY in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the CONTRACTOR, and subject to approval by the Engineer.
3-3.3 Status of Subcontractors. All persons engaged in the Work, including Subcontractors and their employees, will be considered employees of the CONTRACTOR. The CONTRACTOR will be held responsible for their work. The AGENCY will deal directly and solely with the CONTRACTOR and make all payments to the CONTRACTOR.
3-4 AUTHORITY OF BOARD AND THE ENGINEER. Substitute the following:

The Board has the final authority in all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications.

The CONTRACTOR shall promptly comply with instructions from the Engineer or an authorized representative.

The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of materials, equipment, or work; execution, progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract, unless otherwise ordered by the Board. 3-7 CONTRACT DOCUMENTS.
3-7.1 General. Add the following:

The CONTRACTOR shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid.

Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the CONTRACTOR.

The CONTRACTOR shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer.

All final locations determined in the field, and any deviations from the Plans and Specification, shall be marked in red on the documents to show the as-built conditions. CONTRACTOR shall maintain a complete and accurate record of all changes of construction from that shown in these plans and specifications for the purpose of providing a basis for construction record drawings. No changes shall be made without prior written approval of the Engineer. Upon completion of the Project, CONTRACTOR shall deliver this record of all construction changes to the Engineer along with a letter which declares that other than these noted changes “the Project was constructed in conformance with the Contract Documents.” Final payment will not be made until this requirement is met.

As the figured dimensions shown on the drawings and in the specifications of the Contract may not in every case agree with scaled dimensions, the figured dimensions shall be followed in preference to the scaled dimensions, and drawings to a large scale shall be followed in preference to the drawings to a small scale. Should it appear that the work to be performed, or any related matter, are not sufficiently detailed or explained in the Contract documents, the CONTRACTOR shall apply to the Engineer for such further explanations as necessary, and shall conform to such further explanations provided by the Engineer as part of the Contract to the extent that it is consistent with the terms of the Contract.

Caution: The engineer preparing these plans will not be responsible or liable for unauthorized changes to or uses of these plans. All changes to the plans must be approved in writing by the Engineer.
(a) Records of Construction Changes / As-Builts. CONTRACTOR shall maintain a complete and accurate record of all changes of construction from that shown in these Plans and Specifications for the purpose of providing a basis for construction record drawings. No changes shall be made without prior written approval of the City Engineer.

Upon completion of the Project, CONTRACTOR shall deliver this record of all construction changes to the Engineer along with a letter which declares that other than these noted changes that Project was constructed in conformance with the Contract Documents.

Caution: The engineer preparing these Plans will not be responsible for, or liable for, unauthorized changes to or uses of these Plans. All changes to the Plans must be approved in writing by City Engineer.
3-7.2 Precedence of Contract Documents. Substitute the following:

If there is a conflict between any of the Contract Documents, the document highest in precedence shall control. The order of precedence, from highest to lowest, shall be as follows:
1) Permits issued by jurisdictional regulatory agencies. 2) Change Orders and/or Supplemental Agreements; whichever occurs last. 3) Contract/Agreement
4) Addenda.
5) Bid/Proposal.
6) Special Provisions.
7) Plans.
8) Notice Inviting Bids
9) Instructions to Bidders
10) Standard Plans.
11) Standard Specifications.
12) Reference Specifications.
3-8 SUBMITTALS.
3-12 WORK SITE MAINTENANCE
3-12.1 General.

The CONTRACTOR shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods.

Materials and equipment shall be removed from the site as soon as they are no longer necessary.

Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the CONTRACTOR’s Bid.

Excess excavated material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications.

Forms and form lumber shall be removed from the site as soon as practicable after stripping. 3-12.1.1 Vermin Control. Add the following:

At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the CONTRACTOR as part of the Work within the Contract time, and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The CONTRACTOR shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations. 3-12.3 Noise Control. Add the following:
3-12.6.3 Storm Water Pollution Prevention Plan (SWPPP). Add the following:

CONTRACTOR shall submit to the engineer a completed and signed SWPPP at the preconstruction conference. The plan may utilize the practices recommended in the latest edition of the California Storm Water Best Management Practices Handbook, available from California Stormwater Quality Association (CSQA), and online at http://www.cabmphandbooks.net/ . The plan shall be consistent with the construction General Permit, issued by the State Water Resources, Control Board, through submittal of the Notice of Intent (NOI).

If construction will occur between October 1 and April 15 (considered as the rainy season), a wet weather erosion control plan must be submitted. Additionally, Best Management Practices (BMPs) implemented during the AGENCY’s rainy season shall include but not be limited to those appropriate for wet weather conditions.
(a) Storm Water Pollution Prevention Measures. All storm water pollution prevention measures shall be in accordance with the submitted SWPPP. In the event circumstances during the course of construction require changes to the original SWPPP, a revised plan shall be promptly submitted to the AGENCY’s representative in each instance. No responsibility shall accrue to the AGENCY as a result of the plan or as a result of knowledge of the plan. All work installed by the CONTRACTOR in connection with the SWPPP but not specified to become a permanent part of the project shall be removed and the site restored in so far as practical to its original condition prior to completion of construction or when directed by the AGENCY’s representative. (b) Storm Water Pollution Prevention – Measurement And Payment. Unless otherwise indicated in the Special Provisions, measurement and payment for Storm Water Pollution Prevention Measures, as described herein, shall be included in the items of Work requiring storm water pollution prevention measures as indicated in the project Special Provisions. Such payment shall be considered full compensation for all labor, materials, tools, and equipment for completion, and implementation and compliance with the SWPPP.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY.
3-13.1 Completion. Add the following:

The Work will be inspected by the Engineer for acceptance upon receipt of the CONTRACTOR’s written assertion that the Work has been completed.
3-13.3 Warranty. Add the following:

All work shall be warranted by the CONTRACTOR against defective workmanship and materials for a period of 1 year from the date the Work was completed. The CONTRACTOR shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the CONTRACTOR fails to make such replacement or repairs within the time specified in the notice, the AGENCY may perform this work and the CONTRACTOR’s sureties shall be liable for the cost thereof.

SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL. Add the following:

Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifications.

The CONTRACTOR and all subcontractors, suppliers, and vendors shall guarantee that the entire Work will meet all requirements of this Contract as to the quality of materials, equipment, and workmanship. The CONTRACTOR, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one year after the date of recordation of the Notice of Completion. Within this oneyear period, the CONTRACTOR shall also restore to full compliance with the requirements of this Contract any portion of the Work which is found not to meet those requirements. The CONTRACTOR shall defend, indemnify, and hold the AGENCY, its officers, agents, and employees harmless from claims of any kind due to injuries or damages arising, directly or indirectly, from said defects or noncompliance.

The CONTRACTOR shall make all repairs, replacements, and restorations within thirty-five (35) days after the date of the Engineers’ written notice.

If, in the opinion of the Engineer, the defective work is not of sufficient magnitude or importance to make the work dangerous or undesirable, or if, in the opinion of the Engineer, the removal of such work is impractical or will create conditions which are dangerous or undesirable, the AGENCY shall have the right and authority to retain such work instead of requiring it to be removed and reconstructed, but will make such deductions thereof in the payments due or to become due to the CONTRACTOR as the AGENCY may deem just and reasonable. 4-2 PROTECTION. Add the following:

The CONTRACTOR shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property.

The CONTRACTOR shall relocate, repair, replace or reestablish all existing improvements within the project limits (e.g., curbs, sidewalks, catch basins, catch basin screens, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, survey monuments, landscaping, etc.) that are damaged or removed as a result of the CONTRACTOR’s operations or as required by the plans and specifications.

All existing improvements, either within the right-of-way or not, including irrigation lines that are damaged by actions of the CONTRACTOR, shall be restored by the CONTRACTOR to their original or better condition at the CONTRACTOR’s expense.

The CONTRACTOR shall mark, as approved by the Engineer, all survey monuments, manholes, valves, substructures, or other items that are visible on the surface and will be covered by his operations. This shall be completed prior to the start of that operation and approved by the Engineer.

Existing traffic striping, pavement markings, and curb markings shall also be considered as existing improvements and the CONTRACTOR shall repaint or replace, at the CONTRACTOR’s expense, such striping or markings (except for traffic striping and pavement markings within the limits of the Work) if damaged or if their reflectivity is reduced due to construction operations.

All restoration of existing improvements must occur within the construction completion date, unless directed otherwise by the City Engineer.

Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with the Contract Documents.

Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury.

If damaged or removed due to CONTRACTOR’s operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be reseeded and covered with suitable mulch.

The CONTRACTOR shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-of-way which are designated for removal and would be destroyed because of the Work.

All costs to the CONTRACTOR for protecting, removing, restoring, relocating, repairing, replacing, or reestablishing existing improvements shall be the responsibility of the CONTRACTOR.
4-3 INSPECTION Add the following: none
4-3.1 General. Add the following: none
4-4 TESTING. Add the following:

The AGENCY will bear the cost of testing the following material and/or workmanship:
none
CONTRACTOR shall be responsible for calling the Project Engineer for testing and inspection of the above items (48) hours in advance. Work not properly tested and inspected will be subject to rejection.
4-6 TRADE NAMES. Add the following:

Along with information supplied by the CONTRACTOR regarding equivalency of the proposed item, the CONTRACTOR shall clearly identify all deviations from the specified item. Deviations discovered by the Engineer after acceptance of an “or equal” item which were not identified by the CONTRACTOR with his/her submittal shall be cause for rejection of the “or equal” item.

CONTRACTOR shall be due no additional compensation in time or money for acceptance or rejection of a proposed “or equal” item and subsequent replacement with the item specified.

CONTRACTOR shall pay cost to AGENCY for items requiring more than two submittals and analysis of any shop drawing which requires more than a general review of an “or equal” item.

Add the following Section 4-9:
4-9 CONSTRUCTION MATERIALS DISPUTE RESOLUTION (Soils, Rock Materials, Concrete, Mortar and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the AGENCY and the CONTRACTOR will initiate, an immediate and cooperative investigation. Test values of materials are results of the materials’ tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process observations or test values gathered using industry accepted practices. A contradiction exists whenever work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available information and, when necessary, gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism acceptable to both the AGENCY and the CONTRACTOR, the contradiction shall be considered resolved and the cooperative investigation concluded.

Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient’s agreement and acknowledged in writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shall conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the AGENCY and the CONTRACTOR will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the AGENCY and the CONTRACTOR shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously selected shall then select one of the court proposed engineers in a blind draw.

The committee shall be a continuance of the cooperative investigation and will re-consider all available information and if necessary, gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using standard engineering principles and practices and to ensure public value, the committee may provide engineering recommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days from its formation to complete their review and submit their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion.

Once started, the resolution process by committee shall continue to full conclusion unless:

1. Within 7 days of the formation of the committee, the AGENCY and the CONTRACTOR reach an acceptable resolution mechanism; or

2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or

3. At any point by the mutual agreement of the AGENCY and the CONTRACTOR.

Unless otherwise agreed, the CONTRACTOR shall bear and maintain a record for all the investigative costs until resolution. Should the investigation discover assignable causes for the contradiction, the assignable party, the AGENCY or the CONTRACTOR, shall bear all costs associated with the investigation. Should assignable causes for the contradiction extended to both parties, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation be unable to substantiate a contradiction, the initiator of the investigation shall bear all investigative costs. All claim notification requirements of the contract pertaining to the contradiction shall be suspended until the investigation is concluded.

SECTION 5 - LEGAL RELATIONS AND RESPONSIBILITIES
5-2 SPECIAL NOTICES. Add the following:
5-2.1 Mandatory Notification Prior To Excavation. The CONTRACTOR’s attention is direct to Section 4215.5 through 4217 of the Government Code of the State of California. This requires that two (2) working days prior to commencing any excavation “Underground Service Alert of Southern California” (USA) (“Digalert”) shall be notified by phone, toll free 1-800-422-4133, or 811, for the assignment of an Inquiry Identification Number.

Construction CONTRACTOR shall contact all utility companies at least five (5) working days prior to commencing work and shall verify the location of any known utilities and determine whether or not a representative of each company will be present during excavation.

The known public utilities contacts are:

City of Sierra Madre, Public Works Inspector (626)355-5839 The CONTRACTOR shall coordinate construction with public utility relocation activities.

The existing subsurface utilities shown have been indicated, based on the best available record information. However, to avoid or resolve any interference problems between these existing utilities and the proposed work, the CONTRACTOR shall field verify the vertical and horizontal locations of all utilities, such as water lines and water services, electronic conduits, telephone and television cable, storm drain facilities, and all other facilities and obstructions prior to beginning any excavations. If conflicts exist, revised grades and/or alignments may be established, if required. Such field verification shall require exposing these utilities prior to the start of construction.

Special reference is hereby made to Section 4-2, “Protection,” of the Standard Specifications with respect to the protection, repair, and replacement of existing subsurface utilities.

Additionally, the CONTRACTOR shall also notify the following local entities of his/her schedule fourteen (14) days prior to commencing work, including local refuse collectors, street sweepers, the Post Office, Public Schools, and Bus Companies:
[Add the affected entities and/or representatives and phone numbers, such as Waste Management, Post Office, Schools, Transportation Agencies, Street Sweeping, etc.] No excavation shall commence unless the CONTRACTOR has obtained the USA Inquiry Identification Number.
5-1.2 Accuracy of Utilities Information. The locations of known existing major utilities, whether above ground or underground, are indicated on the plans. Information and data reflected in the Contract Documents with respect to underground and above ground utilities at or contiguous to the site is based upon information and data furnished to the City and the Engineer by the owners of such utilities, and the City does not assume responsibility for the accuracy or completeness thereof. The CONTRACTOR shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary.

The CONTRACTOR shall be responsible for determining the location and depth of all underground facilities, including service connections, which may affect or be affected by his/her operations, and he/she shall include the cost to pothole all utilities within the limits of work in his/her bid. If an existing utility line, which has been marked by Underground Service Alert or is shown on the plans, is damaged by the CONTRACTOR, the CONTRACTOR shall repair the line and bear the cost thereof.

CONTRACTOR shall be aware that electrical conduits between street and traffic lights may exist beneath pavement and/or sidewalk in areas where such lights are in place and that said conduits are not shown on these plans.

In the event that the CONTRACTOR damages any existing utility lines that are not shown, shown incorrectly or the locations of which are not made known to the CONTRACTOR prior to excavation, a telephone call and written report shall be made immediately to the Utility owner, the Engineer, and to the City. If directed by the City, the CONTRACTOR shall make repairs under the provisions for changes and extra work contained in 2-7 CHANGES INITIATED BY THE AGENCY of the Standard Specifications.
5-4 INSURANCE.
5-4.1 General. Add The following:

CONTRACTOR and AGENCY agree that AGENCY, its employees, agents and officials should, to the extent permitted by law, be fully protected from any loss, injury, damage, claim, lawsuit, cost, expense, attorneys fees, litigation costs, defense costs, court costs or any other cost arising out of or in any way related to the performance of this Agreement, which includes but is not limited to, contracts with other governmental agencies such as the California Department of Transportation, which are necessary for the AGENCY to enact this Agreement or from contracts with other parties or governmental agencies, which are necessary for the AGENCY to enact this Agreement.

CONTRACTOR acknowledges that its obligation pursuant to this section extends to liability attributable to AGENCY, if that liability is less than the sole fault of AGENCY. CONTRACTOR has no obligation under this Agreement for liability proven in a court of competent jurisdiction or by written agreement between the parties to be the sole fault of AGENCY.

The obligations of CONTRACTOR under this or any other provision of this Agreement will not be limited by the provisions of any workers compensation act or similar act. CONTRACTOR expressly waives its statutory immunity under such statutes or laws as to AGENCY, its employees, agents and officials.

CONTRACTOR agrees to obtain executed indemnity agreements with provisions identical to those as set forth here in this section from each and every subcontractor, sub-tier CONTRACTOR or any other person or entity involved by, for, with or on behalf of CONTRACTOR in the performance or subject matter of this Agreement. In the event CONTRACTOR fails to obtain such indemnity obligations from others as required here, CONTRACTOR agrees to be fully responsible according to the terms of this section.

Failure of AGENCY to monitor compliance with these requirements imposes no additional obligations on AGENCY and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend AGENCY as set forth herein is binding on the successors, assigns or heirs of CONTRACTOR and shall survive the termination of this Agreement or this section.

CONTRACTOR agrees to provide insurance in accordance with the requirements as set forth here.

If CONTRACTOR uses existing coverage to comply with these requirements and that coverage does not meet the requirements set forth herein, CONTRACTOR agrees to amend, supplement, or endorse the existing coverage to do so. The following coverages will be provided by CONTRACTOR and maintained on behalf of AGENCY and in accordance with the requirements set forth herein.

SECTION 6 - PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Add the following:
6-1.4 Emergency Contact List. The CONTRACTOR shall provide the following information in writing and submit it with the signed contract, contract bonds and certificates of insurance. Failure to comply may result in delays in the processing of the contract documents.

1. Name of authorized representative at the job site.

2. Address and telephone number where the above person can be reached 24 hours a day.

3. Address of the nearest office of the CONTRACTOR, if any, and the name and telephone number of a person at that office who is familiar with the project.

4. Address and telephone number of the CONTRACTOR’s main office and the name and telephone number of the person at that office familiar with the project. 6-2 PROSECUTION OF WORK. Add the following:

As soon as possible under the provisions of the Specifications, the CONTRACTOR shall backfill all excavations and restore to usefulness all improvements existing prior to the start of the Work.

The CONTRACTOR shall submit monthly progress reports to the Engineer by the tenth day of each month. The report shall include an updated construction schedule. Any deviations from the original schedule shall be explained.
6-2.1 Traffic and Access. The CONTRACTOR’s operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided.

Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire hydrants; commercial and industrial establishments; churches, schools and parking lots; service stations and motels; hospitals; police and fire stations; and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Engineer.

Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian crossings of the Work at intervals not exceeding 90 m (300 fee), shall be maintained unless otherwise approved by the Engineer.

Vehicular access to residential driveways shall be maintained to the property lien except when necessary construction precludes such access for reasonable periods of time. If backfill has been completed to the extent that safe access may be provided, and the street is opened to local traffic, the CONTRACTOR shall immediately clear the street and driveways and provide and maintain access.

The CONTRACTOR shall cooperate with the various parties involved in the delivery of mail and the collection and removal of trash and garbage to maintain existing schedules for these services.

Grading operations, roadway excavation and fill construction shall be conducted by the CONTRACTOR in a manner to provide a reasonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic.

Unless otherwise authorized, work shall be performed in only one-half of the roadway at one time.

One half shall be kept open and unobstructed until the opposite side is ready for use. If one-half a street only is being improved, the other half shall be conditioned and maintained as a detour.

The CONTRACTOR will be required to maintain at least one lane of traffic in each direction through the project area at all times in a manner satisfactory to the Engineer in the form of an engineered traffic control plan. The engineered traffic control plans must be signed by a California registered civil and/or traffic engineer. The plan is a required submittal for review one week prior to the pre-construction meeting.

If traffic control on the project shall be implemented by a sub-contractor, such subcontractor must specialize in Traffic Control and be approved by the City Engineer.

The CONTRACTOR shall include in its Bid all costs for the above requirements. 6-2.1.1 Notification to the Public. Affected properties will be determined by the Engineer and are, in general, those properties that fall within 500 feet of the limits of the work. CONTRACTOR shall remain aware of all adjacent property owners and take all steps necessary to minimize construction impacts and disturbances to all affected property owners. The CONTRACTOR is required to distribute the approved public notice to property owners one week prior to roadway construction. CONTRACTOR shall be responsible for all costs associated with these tasks and responsibilities in the various contract bid items.

The CONTRACTOR is required to notify the City by e-mail that public notices have been distributed. The e-mail shall be addressed to the City representative(s) designated during the preconstruction meeting. The e-mail shall be sent to the City no later than 8 a.m. on the day following distribution of the notices. The e-mail notification to the City shall contain a map showing the limits of distribution and the dates and times distributed. A separate e-mail shall be sent for each distribution. The City will use the information on the e-mails to verify that the distribution has been performed. If the distribution is not verified by the City, the City will e-mail to the CONTRACTOR’s representative the locations which must be redistributed with the new information. The CONTRACTOR shall not perform work in the distribution area without e-mail notification of verification by the City of the distribution.

The CONTRACTOR shall submit a sample of a public notice for review and approval by the Engineer. The CONTRACTOR shall provide changes as directed by the City representative and submit final draft for approval.

The CONTRACTOR shall furnish and place “No Parking” signs, 12”x18” minimum size, approved by the Engineer, along the street in front of every residence and/or business affected by the work, two (2) working days in advance of any work. In rural areas, the signs shall be placed at a spacing not exceeding 400 feet. The signs shall include the day and time during which parking is prohibited. Parking restrictions shall be limited to the intervals between 8 a.m. to 5 p.m. to allow parking during the night. The CONTRACTOR shall remove these signs immediately when they are no longer needed.

If the work is delayed or rescheduled for any reason after placement of “No Parking” signs, the CONTRACTOR shall re-date the signs affected and re-notify the residents and businesses of the change via a new “door-knob” notice. If the work is delayed more than five days, the CONTRACTOR shall remove the signs and place re-dated signs two (2) days in advance of the work.
6-2.1.2 Notification to the Public Agencies. The CONTRACTOR shall notify the following Agencies 48 hours prior to working in the area within the City of Sierra Madre unless otherwise noted:

City of Sierra Madre (626)355-7135
6-2.1.3 Parking Restrictions and Posting for Tow Away. No Parking signs, posted by the CONTRACTOR, shall be of heavy card stock and not less than 1.75 square feet of surface area on the face. Background color shall be white and letters shall be printed in red water resistant ink except day, date, and time of restriction may be printed in black water resistant ink. The signs shall be printed with the words “Tow Away” and “No Parking” with a character height of not less than

2.75 inches and a stroke width of not less than 0.5 inches. The day, dated, and time of the particular restriction shall be printed or attached below the above-mentioned wording in characters of not less than 2.0 inches in height and 0.4 inches in stroke width. The day of the week shall be written out or properly abbreviated with three to four letters; date or dates or restriction shall be listed completely; the beginning and ending times shall be clearly listed on the sign.

Signs shall be mounted such that the wording “No Parking” are at an elevation at least three feet above the adjacent flowline. Signs may be tied with string to trees and power poles, taped to existing sign poles, or mounted to stakes or barricades as provided by the CONTRACTOR. The signs shall be placed as needed to control the parking of cars within the construction zone; signs shall be placed at intervals of 75 feet or less along each side of the roadway.

Signs shall be posted and maintained by the CONTRACTOR for a period of 72 hours prior to the restrictions becoming effective. The CONTRACTOR may only post parking restrictions that are effective for the duration of the Work. Upon completion of the Work, the CONTRACTOR shall promptly and completely remove and dispose all signs, stakes, and barricades. The CONTRACTOR shall promptly reset or replace all damaged or defective signs.

The CONTRACTOR shall be fully responsible for the adequate removal of all parked cars. The CONTRACTOR shall coordinate the removal of all vehicles with the Sheriff Department. The CONTRACTOR shall notify the Sheriff Communications Center upon posting of the parking restrictions for a particular street. For removal of parked vehicles, the CONTRACTOR shall notify the Sheriff Communications Center not less than two hours prior to the needed removal, stating the address nearest the parked vehicle, make, model, color and license number. The City shall not be responsible for any delay or additional costs associated with the removal of parked cars that obstruct the construction operation.

If a vehicle owner successfully contests a towing citation in court, and their citation is dismissed for causes related to the CONTRACTOR’s failure to perform the requirements of this section, the CONTRACTOR shall reimburse the City for the cost of any claims associated with the towing citation.

DEVIATIONS FROM THE REQUIREMENTS OF THIS SUBSECTION WILL BE PERMITTED ONLY ON PRIOR CONSENT OF THE ENGINEER.
6-2.1.4 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways for more than 5 days after unloading. All materials or equipment not installed or used in construction within 5 days after unloading shall be stored elsewhere by the CONTRACTOR at its expense unless authorized additional storage time.

Construction equipment shall not be stored at the Work site before its actual use on the Work nor for more than 5 days after it is no longer needed. Time necessary for repair or assembly of equipment may be authorized by the Engineer.

Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets unless otherwise permitted. After placing backfill, all excess material shall be removed immediately from the site.
6-2.1.5 Street Closures, Detours, Barricades. The CONTRACTOR shall comply with all applicable State, County and City requirements for closure of streets. The CONTRACTOR shall provide barriers, guards, lights, signs, temporary bridges, flagpersons, and watchpersons. The CONTRACTOR shall be responsible for compliance with additional public safety requirements which may arise. The CONTRACTOR shall furnish and install signs and warning devices and promptly remove them upon completion of the Work.

At least 48 hours in advance of closing, partially closing or reopening, any street, alley, or other public thoroughfare, the CONTRACTOR shall notify the Police, Fire, Traffic and Engineering Departments, and comply with their requirements. Deviations must first be approved in writing by the Engineer.

The CONTRACTOR shall secure approval, in advance, from authorities concerned for the use of any bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit, with signs and posting conforming to current requirements covering “signs” as set forth in the Traffic Manual published by the California Department of Transportation. This manual shall also apply to the street closures, barricades, detours, lights, and other safety devices required.

All traffic control barricades, signs and devices used by the CONTRACTOR shall, as a minimum, conform to the latest edition of the “California Manual on Uniform Traffic Controls Devices” (“MUTCD”). Channelization devices shall be spaced no greater than fifty (50) feet apart. The CONTRACTOR shall take additional precautions as he/she may find necessary under the circumstances.

Should the CONTRACTOR fail to provide adequate traffic control or safety barricades, and in the event a responsible individual cannot be located or refuses to perform, the AGENCY will at its option place needed devices or engage a private firm to place and maintain said barricades, which will be charged to the CONTRACTOR directly.

Full street closures will not be allowed without City Council approval.

All costs involved in the CONTRACTOR’S prosecution of the Work shall be included in the Bid. 6-2.2 Daily Reports. The CONTRACTOR shall complete a Daily Report indicating manpower, work performed, major equipment used and on standby (itemized separately), subcontractors, and similar items involved in the performance of the Work. The Daily Report shall be completed on forms prepared by the CONTRACTOR and acceptable to the Engineer and shall be submitted to the City Inspector weekly.
6-3 TIME OF COMPLETION
6-3.1 General. Add the following:

The CONTRACTOR shall complete the Work within the number of Working days specified in B1.03 of Section B - Instructions to Bidders after the Notice to Proceed.

Add the following:
6-3.3 Working Day. A working day is any day within the period between the start of the Contract time as defined in 6-1.2 and the date provided for completion, or upon field acceptance by the Engineer for all work provided for in the Contract, whichever occurs first, other than:

1. Saturday,

2. Sunday,

3. any day designated as a holiday by the AGENCY,

4. any other day designated as a holiday in a Master Labor Agreement entered into by the CONTRACTOR or on behalf of the CONTRACTOR as an eligible member of a CONTRACTOR association,

5. any day the CONTRACTOR is prevented from working at the beginning of the workday for cause as defined in 6-4.1,

6. any day the CONTRACTOR is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as defined in 6-4.1.

The CONTRACTOR’s activities involving work which requires street closure, detours, and barricades shall be confined to the hours between 7:30 a.m. and 4:00 p.m. Monday through Friday.

In addition, the CONTRACTOR shall not perform any Work on Saturday, Sunday, or on AGENCY-designated holidays. AGENCY-designated holidays are listed in TABLE 1 – AGENCY-DESIGNATED HOLIDAYS below. Deviation from these hours will be permitted upon approval of the Engineer, except in emergencies involving immediate hazard to persons or property.

Deviations from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the CONTRACTOR. Service fees will be calculated at overtime rates including benefits, overhead, and travel time; and will be deducted from the amounts due the CONTRACTOR.

Failure of the CONTRACTOR to adhere to working day requirements will result in damages being sustained by the City. Such damages are, and will continue to be, impracticable and extremely difficult to determine.

TABLE 1 – AGENCY-DESIGNATED HOLIDAYS
New Year’s Day
Martin Luther King, Jr. Day
President’s Day
Memorial Day
Independence Day
Labor Day
Veteran’s Day
Thanksgiving Day
Day after Thanksgiving
Christmas Eve
Christmas Day
6-3.4 Restrictions on closure of traffic lanes:
6-4 DELAYS AND EXTENSIONS OF TIME.
6-4.4 Written Notice and Report. Add the following:

Whenever the CONTRACTOR foresees any delay in the prosecution of the work, and in any event immediately upon the occurrence of any delay which the CONTRACTOR regards as unavoidable, he/she shall notify the Engineer in writing of the probability of the occurrence of such delay and its cause so that the Engineer may take immediate steps to prevent, if possible, the occurrence or continuance of the delay, or, if prevention is not possible, may determine whether the delay is to be considered avoidable or unavoidable, how long it continues, and to what extent it will delay the prosecution and completion of the work. It will be concluded that any and all delays which have occurred in the prosecution and completion of the work have been avoidable delays, except such delays as shall have been called to the attention of the Engineer at the time of their occurrence and found by him/her to have been unavoidable. The CONTRACTOR shall make no claims for any delay not called to the attention of the Engineer at the time of its occurrence as an unavoidable delay.
6-7 TERMINATION OF THE CONTRACT FOR DEFAULT.
6-7.1 General. Add The following:

If the CONTRACTOR fails to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fails to maintain the Work schedule which will insure the AGENCY’s interest, or, if the CONTRACTOR is not carrying out the intent of the Contract, the AGENCY may serve written notice upon the CONTRACTOR and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. 6-9 LIQUIDATED DAMAGES. Add the following:

The CONTRACTOR agrees to forfeit and pay the AGENCY the amount of Five Hundred Dollars ($500.00) per day for each and every day of unauthorized delay beyond the completion date, which shall be deducted from any monies due the CONTRACTOR. This payment shall be considered liquidated damages. CONTRACTOR agrees that such liquidated damages are reasonable under the circumstances existing at the time of execution of the contract, that such liquidated damages are to compensate AGENCY for losses that are difficult to measure and that such damages are not a penalty.

The AGENCY’s agreement to waive a specific time provision or to extend the time for performance shall not constitute a waiver of any other time provision contained in the Contract Documents.

Failure of the CONTRACTOR to complete performance promptly within the additional time authorized in a waiver or extension of time agreement shall constitute a material breach of this Contract entitling the AGENCY to terminate this agreement.

SECTION 7 - MEASUREMENT AND PAYMENT
7-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK.
7-1.1 General. Add the following:

The planimeter shall be considered an instrument of precision adapted to measurement of all areas. 7-3 PAYMENT
7-3.1 General. Add the following:

The quantities listed in the Bid schedule will not govern final payment. Payment to the CONTRACTOR will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of 7-3.5.1.

At the expiration of 35 calendar days from the date of acceptance of the Work by the board, or as prescribed by law, the amount deducted from the final estimate and retained by the AGENCY will be paid to the CONTRACTOR except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained.
7-3.2 Partial and Final Payment. Add the following:

From each progress estimate, 10 percent will be deducted and retained by the AGENCY, and the remainder less the amount of all previous payments will be paid. After 50 percent of the Work has been completed and if progress on the Work is satisfactory, the deduction to be made from remaining progress estimates and from the final estimate may be limited to $500 or 10 percent of the first half of total Contract amount, whichever is greater.

The closure date for period progress payments will be the twenty-fifth day of each month.

Authorization to pay is commonly received on the second Wednesday of the following month. The AGENCY requires four to six weeks to review all progress payments, issue payment checks, present progress payment to Council for approval, and release payment to CONTRACTOR.

However, payments will be withheld pending receipt of any outstanding reports required by the Contract Documents. In addition, the final progress payment will not be released until the CONTRACTOR returns the control set of plans and specifications showing the as-built conditions.

The full five (5) percent retention will be deducted from all payments. The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion.
7-3.6 Stipulated Unit Prices. Add the following:

Stipulated Unit Prices are unit prices established by the AGENCY in the Contract Documents. 7-4 PAYMENT FOR EXTRA WORK.
7-4.1 General. Add The following:

New or unforeseen work will be classified as “extra work” when the Engineer determines that it is not covered by the Contract Unit Prices or stipulated unit prices. 7-4.2 Basis for Establishing Costs.

7.4.2.4 Other Items. Add the following:

Invoices covering all such items in detail shall be submitted with the request for payment. 7-5 PAYMENT FOR CHANGES REQUESTED BY THE CONTRACTOR. Add the following:

Changes in the Plans and Specifications, requested in writing by the CONTRACTOR, which do not materially affect the Work, and which are not detrimental to the Work or to the interests of the AGENCY, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the CONTRACTOR to demand acceptance of such changes.

SECTION 8 - FACILITIES FOR AGENCY PERSONNEL
8-6 BASIS OF PAYMENT. Substitute the following:

All costs incurred in furnishing, maintaining, servicing, and removing field officers, laboratories, or bathhouse facilities required at the project site shall be included in the bid item for furnishing such facilities. If such facilities are required by the Plans or Specifications and no bid item is provided in the proposal, the costs shall in included in other items for which bids are entered. Such costs incurred in connection with offices and laboratories at plants shall be borne by the plant owners.

The first progress payment will not be approved until all facilities are in place and fully comply with the Contract Documents.
(End of Section)

APPENDIX I
WELL 4 REHABILITATION PROJECT
SPECIFICATION NO. Due W425/26

IN THE CITY OF SIERRA MADRE, CALIFORNIA

SCOPE OF WORK

1. General
The Work under this Contract consists of the complete rehabilitation of City of Sierra Madre Well No. 4, including furnishing all labor, materials, equipment, tools, supervision, transportation, and incidentals necessary to restore the structural integrity, hydraulic performance, and operational reliability of the well.

2. Mobilization and Site Preparation
The Contractor shall mobilize all equipment, materials, and personnel required for the Project, including site setup, safety fencing, traffic control, noise mitigation, and coordination with the City.

3. Removal of Accumulated Fill Material
The Contractor shall remove accumulated fill, sediment, and debris from the well using airlifting, bailing, or other approved methods until the original sump depth is achieved.

4. Downhole Video Surveys
The Contractor shall conduct professional downhole video surveys before and after rehabilitation to document well conditions.

5. Mechanical Cleaning
Mechanical cleaning of the casing and screen shall be performed using wire brushing, bailing, and approved methods to remove scale, corrosion, and biological growth.

6. Deviation and Alignment Surveys
Deviation and alignment surveys shall be conducted to confirm liner installation feasibility.

7. Well Liner Installation
The Contractor shall furnish and install a permanent stainless steel liner in accordance with the Contract Documents.

8. Formation Stabilization
Formation stabilizer material shall be installed between the liner and original casing to ensure structural integrity.

9. Chemical Rehabilitation
Chemical rehabilitation shall be performed using NSF-compliant chemicals to remove incrustation and biological fouling.

10. Well Redevelopment
The well shall be redeveloped using dual swab airlifting, pumping, and surging until performance stabilizes.

11. Test Pump Installation and Removal
A test pump shall be installed and removed to facilitate development and aquifer testing.

12. Well Development Pumping
Additional pumping development shall be conducted with monitoring of water levels, flow, and sand content.

13. Aquifer Testing
Aquifer testing shall include step-drawdown, constant-rate, and recovery tests.

14. Well Disinfection
The well and permanent equipment shall be disinfected in accordance with AWWA standards.

15. Permanent Pumping Equipment and MCC
Permanent pumping equipment and a motor control center shall be designed, furnished, and installed.

16. Startup and Commissioning
Startup and testing of the permanent system shall be completed prior to acceptance.

17. Site Restoration and Demobilization
The site shall be restored, and all equipment removed upon completion.

18. Final Deliverables
All reports, test results, videos, and certifications shall be provided prior to final acceptance.

City of Sierra Madre
Well 4 rehabilitation project
Technical Specifications
Project Scope of Work
The intention of the Well 4 Rehabilitation Project (Project) for the City of Sierra Madre (City) is to restore the well’s production capacity, structural integrity, and reliability by addressing issues related to aging infrastructure, mineral incrustation, biological accumulation, and reduced performance. The Project will also include the design, furnishing, and installation of new pumping equipment and motor control center. This specification package outlines the approved materials and methods required to ensure that all rehabilitation activities meet industry standards and the City’s operational requirements.

All work shall be conducted in strict accordance with these specifications and shall conform to Department of Water Resources Bulletin 74-81 and 74-90 State of California Water Well Standards, American Water Works Association (AWWA) standards A100-20 “Water Wells” and C654-21 “Disinfection of Wells,” and Standard Specifications for Public Works Construction, 2024 edition (“Green Book”).

Project Location
Well 4 is located at 621 East Sierra Madre Blvd, Sierra Madre, CA 91024. The Project location (Site) is at the north end of little league baseball Heasley Field, shown in the attached site map, Attachment

1. The project site has limited access for large equipment. All site work and access must be coordinated in advance with the City.

Project Schedule
The contractor shall conduct well rehabilitation operations on a daily basis during working days. To the extent feasible, construction activities shall be limited a working day, defined by 12-hour shifts between 7:00 a.m. and 7:00 p.m. Monday through Friday, excluding holidays. Any deviations from the defined working day must first be approved by the City representative and as permitted by City codes.

Project Overview
Well 4 was drilled in 1954 to a total depth of 662 feet below ground surface (bgs) using a cable tool rig. It was constructed with 20-inch inside diameter (ID) casing and Mills knife perforations between 240 – 256 ft bgs and 280 – 642 feet bgs, as shown in the drillers log, Attachment 2. The system was originally designed to operate at 1,000 gallons per minute (gpm) at 380 feet of total dynamic head (TDH), however, the well has recently exhibited a noticeable loss of production. Southern California Edison test data collected in July 2023 indicate Well 4’s specific capacity was 34.3 gpm/foot at 995 gpm of pumping capacity and a static water level of 276.2 feet bgs.

The pumping equipment was removed from the well, which consisted of 410 feet of 10-inch oil lubricated pump assembly and 105 feet of engineered polyvinyl chloride (PVC) suction pipe

extending to a total depth of 521 feet bgs. The pumping equipment as-built and pump curve are included in attachment 3.

Upon removal of pumping equipment, a downhole video survey was conducted on September 30, 2025, which revealed a static water level of about 238 feet bgs, significant spalling of the casing, heavy biological growth plugging the perforations, and about 145 feet of hard fill up to 516.5 feet bgs; see the video survey report in Attachment 4. A well casing integrity analysis was also conducted on September 30, 2025, which indicated deterioration and thinning of casing material primarily within the upper blank section, the well integrity survey report is included in Attachment 5.

The work for this well rehabilitation project includes furnishing of all materials, labor, equipment, fuel, tools, transportation, and services for the successful lining, rehabilitation, and equipping of Well 4 as described in these specifications. The following summary is the anticipated, but not limited to, work sequence of Well 4:

1. Mobilize equipment and materials and establish site security

2. Airlift anticipated fill from the bottom of the well utilizing an open-ended airlift pipe

3. Conduct a pre-construction downhole well video survey to document existing conditions

4. Brush blank and screen sections of casing, then remove anticipated fill from well bottom

5. Conduct deviation and alignment surveys

6. Furnish and install well liner

7. Furnish and install formation stabilizer, then consolidate using Airburst® method

8. Conduct chemical rehabilitation and subsequently remove chemicals from well

9. Conduct dual swab airlifting of well screen to remove fines and further consolidate formation stabilizer. Remove anticipated fill via bailing or open end airlifting.

10. Conduct downhole well video survey

11. Install test pump, piping, and valving. Develop the well using pumping and surging methods

12. Conduct well and aquifer testing using the test pump for an 8-hour step rate test and 24-hour constant rate test

13. Remove the test pump and anticipated fill from the well bottom

14. Chlorinate the well prior to permanent pump installation

15. Interpret test pumping results to design, furnish, and install permanent NSF compliant water flush pumping equipment

16. Furnish and install motor control center

17. Conduct startup of pumping system

18. Site cleanup and demobilization

Work Site Safety, Security, and Other
Requirements
The contractor is responsible for work site safety and shall comply with all State and local regulations regarding safety during all aspects of the Project. The contractor shall provide any traffic control measures necessary to safely move all equipment and materials on and off the work site. The contractor shall secure the perimeter of the work site to prevent access by non-authorized pedestrians during the Project. The well shall always be covered and secured when active downhole work is not being conducted.

Other work to be conducted by the contractor shall include keeping daily records of field activities, documenting the type, quantity, and concentration of chemicals used during rehabilitation, proper cleaning and maintenance of the work site during the performance of work; and doing all things necessary for the completion of the work called for under these specifications.

The work shall be performed under the direct supervision of an experienced project manager satisfactory to the City. A licensed contractor possessing a State of California C-57 license shall perform the work.

The contractor’s work crew that will be at the site during chemical treatment operations shall have completed OSHA 40-hour HAZWOPER environmental training per OSHA Publication 29CFRSection 1910.120 with an 8-hour annual update. The contractor shall supply prior to mobilization to conduct work, a list of employees meeting the above training requirements.

Noise Control
The Contractor shall submit to the City for acceptance, at the pre-construction conference, a noise abatement plan showing noise abatement equipment, and drilling equipment location and layout.

Noise limits - The City requires that the maximum noise level from the well rehabilitation operation shall not exceed 60 dBA at any residential dwelling in the vicinity of the well site between 7:00 p.m. to 7:00 a.m. on weekdays including Saturdays, and between 10:00 a.m. and 6:00 p.m. on Sundays and holidays.

Equipment Noise Control - Diesel engine acoustical enclosure of steel framed, fiberglass filled panels shall be required for all drill rigs, engines, generators, compressors, and pumps. The minimum design noise reduction shall be 18 dBA measured at the equipment height.

Where these engines are not properly isolated to prevent noise in the supporting structure, this secondary noise shall be treated, such as in the use of acoustic skirts for drill rig trailers. High performance mufflers shall be used on all engines in regular use on the drill site. Truck engines are not excluded.

Noise Control - Noise barrier wall material, if needed, shall consist of fiberglass filled acoustical curtains and shall have adequate transmission loss. Wall height, length and location shall be adequate to assure proper acoustical performance and safety during . Additional engineering controls shall be utilized to enclose engines and other noise generating equipment.

Mobilization/Demobilization
This shall include all rental equipment, transportation of personnel, set up and tear down of Contractor's equipment, bonds, site security, and job site cleanup. It also includes all costs to mobilize, demobilize, per diem, encroachment permit fees, and other related costs to the project,

which may not have a line item on the bid sheet. The Contractor shall provide a temporary locking cap for the well structure if the site is left unattended before demobilization.

Fluid Containment and Disposal
The Well 4 rehabilitation project requires discharge of well water during the rehabilitation and testing process. All fluids and solids removed from the well shall be captured and contained in appropriate vessels to prevent uncontrolled discharge. Fluids and solids must be stored, conditioned, and handled in accordance with all applicable regulations and the City’s permit requirements. No fluids shall be discharged to the environment until they meet the approved discharge criteria specified by all applicable laws and regulations. Solids and fill material shall be contained onsite and shall be hauled offsite and disposed properly by the contractor.

Airlifting Fill Removal
This bid item includes provisions to remove fill from the well using an open-ended airlifting operation. The bottom of the well shall be sounded prior to removing fill from the well and after completion of airlifting to ensure fill has been removed to the total depth of the well sump. The airlift discharge shall be conveyed from the wellhead, neutralized and containerized onsite. Upon clarifying and conditioning of the airlift fluids to comply with City and local discharge requirements, the well water shall be disposed of at the City’s designated location. Fill material shall be contained onsite and shall be hauled offsite and disposed properly by the contractor.

Downhole Video Logging
This bid item includes clarifying the well water column and performing a professional video survey of the well to inspect the structural integrity of the well prior to and after performing mechanical and chemical rehabilitation work. The City may elect to delay further rehabilitation work until a successful video survey is conducted to fully assess the well’s apparent structural integrity and condition. The contractor shall conduct professional color video camera surveys to the full depth of the well with a downhole view and complimented by side-scan details at various points of interest.

The Contractor shall provide equipment that is capable of producing a clear video image of the well casing both in water and out of the water. The color video camera shall have a vertical downhole viewing lens with appropriate lighting to allow a clear detailed picture of the casing and screen, and a horizontal side-scan viewing lens with the capability to alternate between views. Horizontal sidescan viewing shall be controllable to allow viewing at any angle within a 360-degree rotation. The equipment shall indicate digitally on screen the depth of the camera within one foot of its actual location at 1-foot intervals. The Contractor shall provide a written video survey report of the observations to accompany each complete video survey. The contractor shall provide the City with digital copies of all documentation on flash drives, DVDs, or other pre-approved digital media upon completion of each video survey. The Contractor shall schedule the video surveys with the City at least two (2) working days in advance.

Wire Brushing & Bailing
This bid items includes the provision of labor, equipment, and materials necessary for mechanical cleaning of the original well casing. A snug fitting spiral wire brush shall move up and down throughout each interval, for the entire length of each well. The brush shall have 100% contact with the well screen for the entire 360-degree radius of the well casing. Wire brushing shall be conducted using a wireline assembly. As the well casing is wire brushed, the spalling, mineral scale, biological matter, and other encrustation being removed will be allowed to settle to the bottom of the well. At

the completion of brushing activities, the bottom of the well will be sounded and subsequently bailed or airlifted to the total depth of the well to remove any fill material.

Active wire brushing within the blank well casing sections shall be conducted for a period of 10 minutes per 20-foot-section. Active wire brushing in the well screen interval shall be conducted for a period of 20 minutes per 20-foot-section. In these specifications ‘active’ means the brush is actively being moved up and down within the well screen in the specified depth interval for cleaning.

For bidding purposes, total active wire brushing is 10 hours and shall be allocated as follows: Blank casing = 3 hours, Well Screen = 7 hours.

Deviation and Alignment Surveys
This bid item includes the provision of labor, equipment, and materials necessary for the successful completion of deviation and alignment surveys of the original well casing. The surveys may be performed at any time after the anticipated fill material has been removed, a downhole video survey has been conducted and documented, and prior to liner installation. The deviation survey shall measure the well’s plumbness using a gyroscopic deviation device that accurately measures inclination, azimuth, true vertical depth, departures, and plane of closure (displacement), and shall be conducted by a professional geophysicist or a City-approved subcontractor. Alignment survey shall be conducted using a pipe dummy tool no shorter than 40 feet and conforming to American Water Works Association (AWWA) A100-20 standards. The contractor shall provide the City with digital copies of all documentation on flash drives, DVDs, or other pre-approved digital media upon completion of each survey.

Well Liner Installation
This bid item includes the provision of labor, equipment, and materials necessary to furnish and install a permanent well liner. The well liner shall consist of 16-inch inside diameter (ID) ASTM 778 Type 304L stainless steel; sidewall thickness shall be determined during construction, however for bidding purposes, a sidewall thickness of 5/16-inch can be assumed. The perforation intervals shall conform to the same intervals as the original casing, with continuous slot size wire wrap, Rosco Moss Company or equivalent, extending from 240 – 256 feet below ground surface (bgs) and 280 – 642 feet bgs; slot size shall be determined during construction, however, for bidding purposes, a slot size of 0.40-inch can be assumed. The remaining sections of the casing shall be blank (unperforated) from surface to 240 feet bgs, 256 – 280 feet bgs, and 642 – 657 feet bgs (see Table 1). The liner shall have a semi-elliptical (“bullnose”) cap welded to the bottom of the sump. The contractor shall ensure that the liner has sufficient tensile strength to maintain the safe hanging weight of the liner string.

TABLE 1 – ANTICIPATED WELL LINER CONSTRUCTION
Depth Interval (feet bgs) Well Liner Type
0-240 Blank
240-256 Wire wrap 0.40” continuous slot
256-280 Blank
280 – 642 Wire wrap 0.40” continuous slot
642 – 657 Blank with welded semi elliptical end cap
During installation of the liner, all joints shall be properly wrap-welded by certified welders with at least one complete pass. All welding flux material shall be of same or higher quality than and suitable for use with the liner material.

Formation Stabilizer
This bid items includes the provision of labor, equipment, and materials necessary to furnish and install a formation stabilizer material between the liner and the original well casing. Formation stabilizer size and gradation shall be finalized during construction, however for bidding purposes, formation stabilizer shall consist of manufactured glass beads, Shur-Pack™ or equivalent. Glass beads shall be uniform and consistent size and meet NSF standards for drinking water system components.

Chemical Well Development
This bid item includes mixing onsite and injecting an acid chemical solution into the well screen to dissolve encrustation and biological build-up in the well casing, gravel pack, and aquifer materials around the well screen sections to restore well performance. All chemicals introduced to the well shall be NSF compliant for potable well systems, and Contractor shall submit chemical safety data sheets (SDS) to the City prior to conducting chemical mixing or injection activities. Chemical rehabilitation activities shall commence only after receiving approval from the City. Acid solutions to be used, or equivalent approved by the City, and their quantities for bidding purposes are as follows:
• Descale Safe, Nu-Well 120 Liquid Acid 700 gallons
• Bio Dispersant, Nu-Well 310 Dispersant and Acid Enhancer 260 gallons • Potable Water 10,350 gallons
Nu-Well 120 is a liquid food grade phosphoric mineral acid used to remove common mineral deposits in water wells. Nu-Well 310 is a bio dispersant with polymeric-acid chemistry used to breakdown biofilm and dispersing mineral salts. Nu-Well 310 used in combination with Nu-Well 120 offers passivation of corrosion impacted areas, and is intended to prolong the life of older wells while protecting pumps and tooling. Chemicals shall be mixed in an above ground tank uniformly and according to manufacture guidelines prior to injection.

The uniformly mixed solution shall be injected into the well casing from the surface via tremie pipe.

The bottom of the tremie pipe shall be fitted with a dual swab assembly constructed of perforated pipe section with two tight fitting rubber swabs at each end. The swabs shall have an outside diameter 1/2-inch smaller than the inside diameter of the well screen. Chemical injection shall start at the bottom of the screen and move upward. The volume of chemicals injected into each 20-foot screened section shall be proportional in volume and be evenly injected over the entire screened interval. During injection, the chemicals shall be emplaced and subsequently continuously surged over the 20-foot interval for a period of 10 minutes of active swabbing.

Contractor shall maintain a copy of the health and safety plan and MSDS sheets at the job site. The Contractor shall ensure that employees working at the site during acid treatment are qualified to work with the chemicals used and shall have 40 hours of HAZMAT training (certified per OSHA 29, CPR Section 1910.120). The Contractor shall ensure that all necessary safety equipment is onsite.

Such equipment shall include proper respirators, latex gloves, rubber boots, chemical resistant Tyvex coveralls, goggles, and pressurized eyewash and shower.

All rehabilitation chemicals delivered to the Site shall be purchased new for this Project and in their original closed containers bearing the original label.

Chlorine Treatment of the Well
A. The Contractor shall furnish all labor, equipment, materials, and services to "superchlorinate" the well. A solution of 2000-ppm residual chlorine and 5-gallons of Well Klean II concentrate shall be prepared by mixing. The Contractor shall use an above ground tank with a minimum capacity of 1,000 gallons to mix the chemicals.

B. The mixed solution shall be injected through a snug fitting double surge block. A quantity of 1000 gallons of mixed solution shall be injected per 20-foot interval of well screen and briefly swabbed into place. Injection shall begin at the top of the upper most screened interval and work continuously downward to the base of the lower most screened interval. At the discretion of the City representative, water samples shall be collected from the previously treated screened interval to determine the chlorine residual. The total number of airlifted samples will not exceed 1 per 100 feet of screened interval. Should the chlorine residual be lower than 200 ppm the Contractor shall increase the dosage of sodium hypochlorite per 20-foot interval at the direction of the City representative.

C. After twenty-four (24) hours, the Contractor, by means of airlifting, shall remove the chlorine in the well. The chlorine shall be removed continuously from the well by airlifting from each 20- foot screened interval for 30 minutes. Airlifting shall begin at the base of the lower screened interval and work upward to the top of the upper-screened interval.

D. Contractor shall furnish all labor, materials, equipment and services necessary to neutralize the chlorine in the discharge water prior to allowing water to be discharged from the site. The use of above ground tanks will be required to facilitate this requirement. The Contractor shall provide the temporary discharge piping required to convey the neutralized effluent to the appropriate disposal area.

E. All chlorinated water shall be neutralized and disposed of by the Contractor at a facility designated by the Contractor and pre-approved by the City representative. The Contractor shall be responsible for monitoring, treating, testing, and disposing of the water.

Dual Air Swab
The Contractor shall commence water well development with air-lift swab. The Contractor shall provide all labor, tools, equipment, and materials to complete the entire swab procedure. The swabbing shall be continued until all sand, silt and mud have been removed. Material drawn into well shall be frequently removed. Upon completion of swabbing the well shall be cleaned of all mud, sand, and sediments.

For the purpose of these specifications, the term ‘active’ shall be regarded as actively moving the swab assembly up or down through the selected screen section, while actively pumping fluids from the well. Setup time and running pipe in and out of the hole is not included as active and shall be included as necessary in the bid to conduct the active work specified within the screen section.

The contractor shall utilize a dual rubber swab assembly with swab plates sized at 1/2 inch less than the inside diameter of the well screen and with a 5-foot spacing between the swabs. The well screen shall be airlifted with the dual swab assembly shall be conducted for approximately 1.5 hour of active airlifting per 20-foot section of screen or as directed by the City representative.

The quality of material removed shall be recorded. The disposal of pumped material is the responsibility of the Contractor, and shall be done in accordance with all applicable laws and regulations. The Contractor shall utilize a compressor with a minimum 600 cfm to perform this task.

Pump at different perforation zones as directed by the City representative. Sand measurement must be recorded at 30-minute intervals by an Imhoff Cone. The airlift discharge shall be conveyed from

the wellhead, neutralized and containerized onsite. Upon clarifying and dechlorinating of the airlift fluids to comply with City discharge conditions, the well water can be disposed of at the designated location.

Downhole Video Logging
Following dual swab airlift activities, the CONTRACTOR shall conduct a professional video survey of the well that clearly documents existing conditions prior to further well rehabilitation. The video survey shall be performed following the methods and procedures specified above under the previous downhole video logging section in these technical specifications.

Test Pump Installation and Removal
This bid item includes installing and removing a test pump and associated equipment from the well.

The test pump shall be installed for the purposes of conducting pumping development and aquifer testing to inform the permanent pump design. Following the completion of pumping development and aquifer testing, the pump shall be removed from the well. For bidding purposes, the Contractor shall assume a pumping capacity of 1,400 gpm with 500 feet TDH, and a pump setting of 520 feet bgs.

Test Pump Development
This bid item includes using the test pump to conduct additional development of the well by pumping and surging methods.

Pump development shall initially consist of a series of short periods of over-pumping followed by backwashing (i.e., rawhiding/surging) to alternately lift the column of water above the pumping water level and letting the water fall back into the well causing an outward surging of water through the screen and into the aquifer formation. Rawhiding development shall be followed by intermittent pumping, starting at lower discharge rates, with gradually increasing discharge rates. During rawhiding and pumping development, the contractor shall record the sand content, flow rate in gallons per minute, static and pumping water levels, specific capacity (computed), and field water quality parameters, and the date and time the measurements were collected. Field water quality parameters shall include temperature, pH, electrical conductivity, and turbidity. The pump development procedures, discharge location and requirements, shall be discussed and confirmed with the City representative prior to the work.

For bidding purposes, the Contractor shall assume 40 hours of active pumping development.

Test Pumping
This bid item includes using the test pump to conduct an 8-hour step rate test, 24-hour constant rate pumping test, and an 8-hour recovery test. Prior to the start of aquifer testing, the contractor shall develop and submit an aquifer testing plan to the City representative for approval that describes how the contractor shall sequence aquifer testing activities, including specifications for any equipment or materials to be used for aquifer testing and also the proposed methods and frequency of collecting measurements of water levels, pumping rates, pumped volumes, turbidity, and fines content.

Test pumping rates shall be determined in coordination with the City prior to the testing, however, for bidding purposes, the Contractor shall assume a pumping capacity of 1,400 gpm with 500 feet TDH, and a pump setting of 520 feet bgs.

The contractor shall submit documentation of the aquifer testing results within three days of completing aquifer testing. The documentation shall include, but not be limited to, pumping rate

(gpm), pumping duration, total gallons pumped, pumping water level using an electronic water level meter, drawdown, specific capacity, and the time and date when each measurement was collected.

Aquifer Testing Procedures:

The aquifer testing shall consist of an 8-hour step-drawdown test, a 24-hour constant discharge test, and a 8-hour recovery test. If any data from these tests are lost, then the test shall be repeated at the contractor’s expense.

Full recovery of the water level in the well must be attained before the start of the step-drawdown test. The step-drawdown test shall consist of a sequence of separate 2 hour-long pumping intervals at 4 separate pumping rates, beginning with the lowest rate. Each step pumping rate shall be held as nearly constant as possible during the step, and pumping of each step shall be at a progressively higher rate. Data recording intervals during each of the steps shall be no more than 5 minutes.

After the well has fully recovered from the step-drawdown test, the contractor shall conduct a constant discharge test at a continuous flow rate as specified by the City representative for a period of 24 hours. During the constant discharge test, measurements of the flow rate and corresponding water level shall be made at the following times after the start of the test: 1, 2, 3, 4, 5, 7, 10, 15, 20, 25, 30, 40, 50, 60, 80, 100, and 120 minutes, and every hour thereafter for the remainder of the test.

The flow rate shall be kept constant. If the water level monitoring equipment or pump fail to operate continuously during this test, or if data are lost, the City may request the contractor to start the test over after the well has recovered. Pumping test water shall be discharged to the City designated area.

During the testing, the contact shall record the sand content, flow rate in gallons per minute, static and pumping water levels, specific capacity (computed), and field water quality parameters. Field water quality parameters shall include temperature, pH, electrical conductivity, and turbidity.

Immediately after the termination of the constant rate test, the rate of recovery of the water level shall be monitored for a period of 8 hours. The water shall be read at the same time intervals as the constant discharge test monitoring intervals.

Well Disinfection
A. Permanent equipment shall be chlorinated during installation in accordance with AWWA Standard C654-21 “Disinfection of Wells” and A100-20 "Wate Wells" or an equivalent approved by the City representative.

B. The entire saturated interval of the well shall be chlorinated. A 1,000-gallon solution of 200- ppm chlorine residual shall contain approximately 1.25 to 1.5 gallons of 12% to 13% sodium hypochlorite solution for each 998 to 999 gallons of water.

C. The sodium hypochlorite solution shall be fresh (used on site within 5 days of supplier’s preparation), and a submittal must be approved by the City representative prior to application.

D. The Contractor has the option to mix the solution in a clean, above-ground-tank, hook up an adjustable in-line solution feed system, or submit to the City of approval an equivalent method.

E. The mist solution shall be poured or pumped into the pump column through the air-vac air release port. The pump shall be surged bringing the water briefly to land surface, then the pump shall be shut down to allow the column of water to re-enter the well bore. The well shall be surged five (5) times to completely mix and disperse the disinfectant.

Design, Furnish, and Install Pump and Equipment
The Contractor shall design, furnish, and install a complete water flush pump system suitable for providing pressurized potable water for equipment flushing, chemical feed line rinsing, and general maintenance flushing as shown on the Contract Documents. All components in contact with potable water, including the pump, piping, valves, fittings, hoses, and appurtenances, shall be certified to

NSF/ANSI 61 for drinking water system components and NSF/ANSI 372 for low-lead compliance.

The water flush pump shall be sized by the Contractor to provide the required flow and pressure specified by the City, as well as by interpretating results from test pumping. The water flush pump shall include all necessary column, tube, and shafting, pressure-rated discharge piping and connections, isolation valves, and all accessories necessary for safe and reliable operation.

The system shall be furnished as a fully assembled and tested unit and shall include suction and discharge piping, backflow prevention, pressure gauges, check valves, hose connections, mounting hardware, electrical components, and all related supports. Installation shall comply with City requirements, manufacturer recommendations, and all applicable codes. The Contractor shall provide electrical connections, controls, and protections required for automatic or manual operation as specified in the “Furnish and Install Motor Control Center” section of these technical specifications.

Upon completion, the Contractor shall perform functional testing to verify flow rate, pressure, control response, leak-free operation, and others as specified in the “Perform Start Up” section of these technical specifications.

Operations and maintenance data, manufacturer certifications, and NSF compliance documentation shall be submitted prior to final acceptance. Upon completion of well liner and pump installation, the contractor shall provide as-built drawings of the pump assembly and the well modifications.

Furnish and Install Motor Control Center
This bid item includes all provisions for the contractor to furnish and install a motor control assembly (MCC). The Contractor shall furnish and install a complete motor control assembly suitable for continuous-duty operation of the designated well pump motor. The assembly shall be factory-built, NEMA-rated, and UL-listed, and shall include all necessary components for safe and reliable operation, including enclosure, circuit protection, motor starter, overload protection, control transformer (if required), pilot devices, and all ancillary hardware. The unit shall be fully wired, tested, and ready for service upon delivery, and shall be installed in accordance with the manufacturer’s recommendations and all applicable codes. The Contractor shall provide all labor, materials, and equipment necessary to make final terminations, complete functional testing, and ensure proper integration with the site’s electrical and control systems.

Perform Start Up
The Contractor shall perform complete start-up, testing, and commissioning of the new well pump, motor, and motor control assembly. Start-up shall be conducted by qualified personnel authorized by the equipment manufacturers. Work shall include verification of proper electrical connections, rotation check, calibration of protection devices, programming and configuration of control components, verification of instrumentation signals, and confirmation of all safety interlocks. The Contractor shall perform a momentary motor bump test to verify proper rotation (where applicable), followed by operational testing with the pump installed and submerged to document pump performance, control functionality, and system integration.

A written start-up report summarizing procedures, measured data, and any corrective actions shall be provided to the City prior to beginning activities. The Contractor shall coordinate all start-up activities with the Owner and shall not energize equipment without prior notification and approval.

Site Operation and Clean-up
The Contractor shall, at all times, keep the sites free from waste material or rubbish, and at the completion of the work shall remove all rubbish, tools, scaffolding, and surplus materials from the project and shall restore the site to their original condition and leave the sites acceptable to the City

representative. Activities at the well sites may be suspended if waste problems are not rectified in a timely manner.

Plastic sheeting or drip pans shall be placed under the pump rig and all motorized equipment to minimize staining of the well pad, surrounding pavement, and potential soil contamination by petroleum-based products. The Contractor is responsible for all hazardous fluid spills on the sites, including any petroleum products, and shall immediately clean up and remove such contaminates in accordance with Federal, State, and local regulations. Two (2) copies of any documentation needed for compliance with regulations shall be submitted to the City representative.

The Contractor shall immediately seal and protect all removed and exposed appurtenances, such as open pipeline ends, with water-tight caps, blind flanges, or secured plastic wrapping so as to prevent the introduction of dirt and biological contamination. The well casing and all access ports shall be secured and sealed at all times of no activity in order to prevent contamination, vandalism, and safety mishaps.

All debris removed from the well shall be temporarily placed on plastic tarps or sheeting in order to prevent staining or discoloring of the well pad or surrounding pavement. The Contractor shall be responsible for the cleaning, restoration, and possible replacement of any portion of the well site damaged during the procurement of the specified work.

VERTICAL TURBINE WELL PUMPS

1.1.1 221123.1 GENERAL
A. SCOPE

1. This section covers Vertical Turbine Pumps and includes, but is not limited to, providing all pumps and motors, installation of same, testing, and disinfection.

2. The Contractor shall provide all labor, materials, equipment, tools, supervision, and incidentals necessary to provide Vertical Turbine Well Pumps as shown and specified in the Contract Documents.

3. The pump will be fabricated of lead-free components to comply with NSF61 requiring weighted average lead content of less than 0.25% for products that come in contact with drinking water. The pump and/or all components of the pump in contact with potable water shall be NSF61 certified.

B. RELATED WORK IN OTHER SECTIONS

1. Section 01 33 00 – Contractor Submittals

2. Section 33 08 10 – Pipeline Testing and Disinfection of WaterMains C. DESIGN REQUIREMENTS

1. Provide one vertical turbine well pump as shown on the drawings and as specified. The pump suction will be placed approximately 569ft from ground surface. The pump shall operate with the use of a variable speed drive.

The drive parameters will be set up with the direction of the installer and manufacturer. The pump maximum speed will be limited by the parameters of the variable speed drive to not overload the motor or over pump the well at the time of installation. The bowl is designed to allow for future adjustments to compensate for higher pressures, wear on the pump, and changes in pumping water levels. 1250 gpm is the maximum flow for the well, however, based on the actual needs in the system, the pump shall produce a lower flow and must be efficient through a range of flows.

2. Well Pump
Type Vertical Turbine Pump – Hydroflo 11 DMH or preapproved equal (see Section1.4).

Well Casing 16” Dia. x 5/16” Wall
Pump Column 10” ID
Capacity 1047 GPM
Total Dynamic Head 416 TDH
Speed 1800rpm
Pump Column 10” ID
Capacity 1047
Total Dynamic Head 416
Speed 1800
Liquid to be Handled Potable Water
Ambient Temp. 60º F - 70ºF
Shut Off 560’
Efficiency at Operating Points 82.6 %
Maximum HP Required 150 HP
Pump Head Discharge Flange 12” Dia, 150#
D. ALTERNATE PUMP BOWL MANUFACTURERREQUIREMENTS

1. Submission of an alternate pump bowl selection and manufacturer shall require that the Contractor provide the City with a $4,000 cash deposit within ten (10) calendar days following award of Contract to cover engineering expenses related to the detailed review for an "approved equal" status. The evaluation will be performed on a time and material basis; and any unexpended portion of the deposit will be returned to the Contractor.

Submission of a bid proposal with an alternate pump manufacturer is at the bidder's risk since no detailed review or "or equal" status determination of any alternate pump or manufacturer will be performed prior to the bid opening.

2. Submission of a non-approved manufacturer may be subject to rejection. Authority for determination of "approved equal" pump and manufacturer, including conformance with Specification requirements, shall rest solely with the City. If the Contractor's submission of an alternate pump selection and manufacturer is rejected, Contractor shall submit the specified pump and manufacturer at no additional cost to the City. No additional contract time extension will be granted for the City's review and evaluation.

3. Should the equipment selected by the Contractor require revisions to the structures, piping, electrical, or other work shown on the drawings, the Contractor shall include the cost of such revisions in his bid for the equipment,

and no extra payment shall be made for such revisions. All such revisions shall be submitted for City approval, and shall be subject to the approval of the Engineer.

E. SUBMITTALS

1. Submit under provisions of Section 01 33 00.

2. Prior to preparation of shop drawings, submit the following information for the pump specified under this section:
a. Pump curves indicating total dynamic head, flow rate, brake horsepower, shutoff head, net positive suction head, efficiency, and submergence required over bottom of suction. b. After the above equipment submittals have been approved, submit for approval complete fabrication, assembly, foundation, and installation drawings, together with detailed specifications and data covering materials of construction, weight of the pump, power drive assembly, parts, devices, protective coatings, wiring diagrams, and other accessories forming a part of the equipment furnished. Drawings, specifications, and other data required to be submitted hereunder shall include, but shall no be limited to, the following:
i. Anchor bolt placement locations and anchor bolt details including projections from concrete. ii. Materials of pump construction including shafts, bearings, impellers, castings, pump base, mechanical seals, and shaft guards.

1.1.2 221123.2 PRODUCTS
A. GENERAL

1. Pumps shall be a complete water flush vertical multi-stage turbine well pump. The pump shall be provided complete by the Manufacturer. The entire pump, bowls, shafts, column, etc. must come from the manufacturer.

Distributors that attempt to submit on equipment other than complete units from the factory will not be allowed or accepted.

2. The pump discharge heads shall be designed for 150 psi working water pressure, with discharge flange as required. The sole plate shall be welded to the well casing. The pump base flange shall be aligned on the sole plate to provide clear alignment and operation of the pump in the casing. The pump shall be sealed to sole plate with caulking and the weight of the pump assembly. The discharge head shall be provided with a shaft packing box and a renewable bronze bushing.

3. The pump units shall be completed with 17-4 Stainless Steel bowl shafting, one-piece head shaft, and 201 Stainless Steel impellers. All items shall be furnished and integrated into a complete pumping unit by the pump manufacturer and shall be capable of delivering the specified flow under the following operating conditions:

CURVE
POINT NO.

CAPACITY,
G.P.M

NET TOTAL

HEAD, FEET

MINIMUM

EFFICIENCY

1 1047 416 83.6%
2 1,200 354 77.3%
3 800 492 84.5%
B. WELL PUMP

1. Bowl Assembly: The pump bowls shall be of close-grained cast iron, ASTM A48 Class 30, shall be free of blow holes, sand holes and other detrimental defects, and shall be accurately machined and fitted. The water side shall be lined with porcelain enamel or fusion epoxy-lined to reduce friction loss. The impellers shall be of 201 stainless steel, enclosed, and statically balanced. Impellers shall be securely fastened to the shaft with taper collet of stainless steel. Impellers shall be adjusted vertically by an external means.

2. The pump bowl castings shall be free of blow holes, sand holes, and other detrimental defects. The finished bowls shall be capable of withstanding a hydrostatic pressure equal to twice the head at rated capacity or 1-1/2 times the shutoff head, whichever is greater.

The impellers shall be securely fastened to the impeller shaft using stainless steel tapered collets. They shall be adjustable by means of a nut on the driver. Impeller adjustment shall be provided at the top of the head shaft by means of an adjusting nut which shall be positively locked in position.

The bowl assembly and shaft shall be supported by the bearings above and below each impeller. The minimum size of the shaft shall be determined in accordance with AWWA E101-88. The maximum combined shear stress shall not exceed 30 percent of the elastic limit in tension or be more than 18 percent of the ultimate tensile strength of the shaft steel used. The straightness and machining tolerances shall be the same as indicated below for the line shaft.

The bowl assembly will be equipped with 316 stainless steel bolting, 316 stainless steel impeller lock collets, and 416 stainless steel bowl wear rings.

The pump bowl shall be manufactured by Hydroflo 11 DMH , or pre- approved equal, 1770 RPM with 7 Stages.

3. Pump Shaft: The pump shaft shall be 17-4 stainless steel, turned, ground and polished. It shall be supported by bronze bearings above and below each impeller. The suction case bearing shall be grease lubricated and protected by a bronze sand collar. The size of the shaft shall be no less than that determined by ANSI/AWWA Specifications E101, Section A4.3 paragraph 4.3.3. The pump shaft shall be minimum 1 15/16-inch diameter.

Jump couplings will not be accepted, line shafts shall be properly turned down and sized with proper material to satisfy horsepower requirements.

4. Motor: The electric motor shall be 150HP USEM Premium Efficient vertical hollow shaft Type RUSI, WP-1 enclosure, standard thrust bearing, NRR and 120-volt heater. The motor will be 1770 RPM, three phase, 60 Hz, 460 VAC with a non-reverse ratchet and P-base. The motor will be provided with stainless steel screens to prevent entrance of rodents. Motor shall have Class F insulation with temperature rise as specified by NEMA standards for class insulation used and shall have a 1.15 service factor.

Thrust bearing shall be chosen to handle the continuous down-thrust as specified by the pump manufacturer with an AFBMA B-10 one-year minimum or five-year average life under design conditions. Provisions shall be made for momentary up-thrust equal to 30 percent of rated down- thrust. The motor rating shall be such that at design flow-rate it will not be loaded beyond the motor nameplate rating and at no place on the pump curve shall the loading exceed the service factor.

5. Head Assembly: The discharge head shall be water flush discharge head with 12” diameter 150# discharge flange epoxy lined and coated (interior and exterior) complete with 10” diameter x 5 ft flange by thread top one-piece 17-4 stainless steel head shaft with bronze adjusting nut, complete water flush head assembly machined from solid bronze with a with a stainless teel tube tension plate.

The water flush head assembly shall accept a minimum six (6) rings of packing and have dual injection ports and shall be supplied by the Contractor. The assembly shall include a drain connection and lubricating product water connection and piping. A chlorinated ¾” water line with valves and meter will be supplied by others to connect to the water flush injection port. The water flush assembly shall be designed to allow for sufficient lubrication at 60 PSI.

6. Column Assembly: The column shall be threaded ASTM A53 grade B 10” Standard wall steel pipe interchangeable sections not over 20’ in length with the ends of each section faced parallel and machined. Threaded pipe will have 8 straight threads per inch permitting the end to butt insuring alignment when connected by standard mill steel coupling. The column nominal diameter shall be 10- inches. A 3’ section of column pipe shall be installed adjacent to the head. a. 500 ft. of 10-inch diameter column, 0.375-inch wall thickness column assemblies with 1 1/2 inch 416 stainless steel shaft, 304 stainless steel couplings. Enclosing tubes shall be schedule 80 304 stainless steel tubes in interchangeable sections not exceeding a nominal length of 5 ft. The faces of the tubes shall be machined parallel and concentric and shall butt to ensure accurate alignment.

The tubes shall be stabilized in the column pipe by rubber centering spiders spaced 20 feet from the top and bottom, and at 40 ft. intervals throughout the balance of the column length. The line shaft screw bearings shall be spaced to maintain proper alignment of the pump shafting and prevent excessive vibration, not to exceed 5 feet. The bearings shall be of bronze material and shall be machined, threaded and grooved with sufficient radial grooves to allow adequate flow at 60 PSI for proper lubrication within a water flush system. A complete line shaft lubrication system shall be provided to allow for a minimum flow of 5 gpm.
b. Five (5) each piece 10-inch diameter 20 ft. long Certa-Lok PVC engineered suction with .080 slot over the full length of the pump with stainless steel cone strainer. The pump shall be equipped with a strainer having a net inlet area equal to at least three times the suction pipe area. The maximum unit opening shall not be more than 75 percent of minimum opening of the water passage through the bowl or impeller. The strainer shall be 316 stainless steel.

7. The line shafts shall be of stainless steel (ASTM A582 Gr 416) and have a surface finish not to exceed RMS-40 per ANSI B46.1. The shaft shall be furnished in interchangeable sections having a nominal length of twenty (20) feet. To ensure accurate alignment of the shafts, they shall be straight within 0.005 inches total indicator reading for a 10-foot section; the butting faces shall be machined square to the axis of the shaft; and the maximum permissible error in the axial alignment of the thread axis with the axis of the shaft shall be 0.002 inches in six inches. The line shaft shall be coupled with 304 stainless steel couplings, which shall be designed with a safety factor of 1.5 times the shaft safety factor and shall have a left-hand thread to tighten during pump operation. The shaft shall be provided with a non-corrosive wearing surface at the location of each guide bearing.

8. Protective Coatings for Pumping Units
a. Coatings shall be NSFcertified.
b. Surface Preparation: The surface, except bearing and shafts surfaces, shall be cleaned of oil, dirt and other foreign material and sandblasted in accordance with Steel Structures Painting Council (SSPC) Specification No. 6.
c. Coating Application: Immediately following the sandblasting, the sandblasted surface shall fusion bonded epoxy coated with Scotchkote NSF 134 or Scotchkote NSF 6233. Each coating shall be applied in accordance with the manufacturer’s printed instructions. The primer and finish shall each have a dry-film thickness of not less than 10.0 mils for a total system thickness of not less than 20 mils.
d. The surfaces to be coated are the interior and exterior surfaces of the pump discharge head and top three (3) foot column pipe.

Sierra Madre City CouncilApril 14, 2026

Sierra Madre City Council
April 14, 2026