1 FIRST AMENDMENT TO THE AGREEMENT FOR PROJECT SERVICES
BETWEEN THE CITY OF REDONDO BEACH
AND SANCON TECHNOLOGIES, INC.
THIS FIRST AMENDMENT TO THE AGREEMENT FOR PROJECT SERVICES (“First Amendment”) is made between the City of Redondo Beach, a chartered municipal corporation (“City”) and Sancon Technologies, Inc., a California corporation (“Contractor” or “Consultant”).
WHEREAS, on April 16, 2019, the parties entered into the Agreement for Project Services between the City and Contractor (the "Agreement"); and
WHEREAS, the Agreement is set to expire on April 15, 2024 ; and WHEREAS, the cost for certain services have increased; and WHEREAS, the parties desire to amend the Agreement to extend the term of the Agreement and provide additional compensation.
NOW THEREFORE, in consideration of the promises and mutual covenants contained herein, and intending to be legally bound, the parties hereby agree to make the following amendments to the Agreement:
1. SCOPE OF SERVICES. Exhibit “A” of the Agreement is hereby amended to add Exhibit “A-1” to add Manhole and Structure Rehabilitation services. Exhibit "A-1" is attached hereto and incorporated by reference.
2. SCHEDULE FOR COMPLETION. Exhibit “B” of the Agreement is hereby amended to add Exhibit “B-1”, which extends the Agreement to October 17, 2027. Exhibit “B-1” is attached hereto and incorporated by reference. Contractor shall commence and complete all services described in Exhibits “A” and “A-1” of the Agreement in accordance with the schedule set forth in Exhibit “B-1”.
3. COMPENSATION. Exhibit “C” of the Agreement is hereby amended to add Exhibit “C-1” to increase the rates for CCIP installation and add rates for Manhole and Structure Rehabilitation, and related services; and increase Contractor’s total compensation limit by $1,000,000 for a total compensation limit of $2,870,000. Exhibit “C-1” is attached hereto and incorporated by reference. Contractor shall be compensated for the services described in Exhibits “A” and “A-1” of the Agreement.
4. NO OTHER AMENDMENTS. Except as expressly stated herein, the Agreement shall remain unchanged and in full force and effect. The Agreement and this First Amendment constitute the entire agreement between the parties and supersede any previous oral or written agreement with respect to the subject matter hereof. In the event of any inconsistency between the terms of the Agreement and this First Amendment, the terms of this First Amendment shall govern. 2 IN WITNESS WHEREOF, the parties have executed this First Amendment in Redondo Beach, California, as of this 17th day of January, 2023.
CITY OF REDONDO BEACH, SANCON TECHNOLOGIES, INC.,
a chartered municipal corporation a California corporation __________________________ By: _______________________
William C. Brand, Mayor Name: _______________________
Title: _______________________
ATTEST: APPROVED:
__________________________ __________________________
Eleanor Manzano, City Clerk Diane Strickfaden, Risk Manager APPROVED AS TO FORM:
__________________________
Michael W. Webb, City Attorney
Ryan Helmuth
Vice President
3 EXHIBIT “A-1”
PROJECT DESCRIPTION AND SCOPE OF SERVICES
I. CONTRACTOR’S DUTIES. Contractor shall perform on-call services for the maintenance and repair of the storm drain and wastewater conveyance Systems as set forth below.
A. Manhole and Structure Rehabilitation
Contractor shall provide all labor, materials, and equipment as to complete, in its entirety, the tasks described herein.
1. Materials. Contractor shall:
a. Provide lining material that is a two-component, 100% solid, non-solvent hybrid polyurethane coating, with a shore “D” hardness of 57 at 77 degrees Fahrenheit.
b. Ensure lining material shall meet or exceed the requirements of 210-
2.3.3 and 500-2.4.10 of the Standard Specifications for Public Works Construction pertaining to Chemical Resistance and Physical Properties. c. Ensure the material shall be the high-build type capable of application thickness, as specified, without runs or sags, and shall be capable of passing ASTM D-1737 for flexibility, using cylinder mandrel of 0.5 inch (12.7 millimeter). The flash point of the fluid mixture shall be 450 degrees Fahrenheit open Zahn cup.
d. Store and maintain all supplies in accordance with manufacturer’s recommendations. Materials shall not be exposed to adverse conditions prior to the work. Keep all materials in a secured area and away from public access. Review and maintain all Safety Data Sheets (SDS formally known as MSDS), product labeling, and technical literature at the project site.
2. Surface Preparation. Contractor shall:
a. Clean the floor and interior walls of the manholes and wet wells thoroughly and make them free of all foreign materials, including dirt, grit, roots, grease, sludge, and all debris or material that may be attached to the wall or floor of the manholes and wet wells.
b. Water blast all concrete surfaces to be coated to remove all deteriorated concrete.
c. Ensure water blasting equipment shall be a minimum pressure of 6,000 psi and not include detergent or other chemical cleaning solvents in the process.
4 d. Remove all materials resulting from the cleaning of the manholes and wet wells prior to the application of the coating.
3. Leak Repair. Contractor shall:
a. After surface preparation and prior to concrete repair, stop all leaks in the existing manholes/wet wells by the injection of chemical grout as determined necessary by the City.
b. Ensure chemical grout used shall be compatible with all other materials used in the rehabilitation process.
4. Coating. Contractor shall:
a. Apply a recommended thickness of 1 to 3 mils of epoxy as the primer coat.
b. Apply a recommended minimum thickness of 80 mils of polyurethane shall be applied prior to the epoxy becoming tack free. The lining shall be applied over dry concrete to all interior surfaces as designated in the plans in one continuous coat, without seams, bubbles or pinholes.
5. Wet Well Rehabilitation. Contractor shall:
a. Maintain flow through each wet well during the coating rehabilitation process always.
b. Protect existing level controls (floats and transducers) located in each wet well from damage by the contractor during the rehabilitation process.
Ensure these level controls remain in operation throughout the coating process.
c. Report any damages done to the level controls immediately to the City and repair at no cost to the City.
5 EXHIBIT “B-1”
SCHEDULE FOR COMPLETION
TERM. The term of this Agreement shall be extended to January 17, 2025, unless otherwise terminated as herein provided.
6 EXHIBIT “C-1"
COMPENSATION
Provided Contractor is not in default under this Agreement, Contractor shall be compensated as provided below.
I. AMOUNT. Contractor shall perform the work for City in accordance with the following rate schedule, which is hereby incorporated. The rate schedule includes the unit cost for CIPP liners and any related work, as described in Exhibits "A" and “A-1”. There shall be no additional cost, except for the cost of mobilization, traffic control, and hourly rates for work not related to CIPP liners, as set forth below.
A. CIPP Installation
1. CIPP Installation Price Per Linear Foot – Storm drain Cost:
Description Inches
Repair Length 12” 15” 18” 21” 24”
0-100 feet $192 $203 $209 $214 $220
101-150 feet $132 $143 $157 $159 $165
151-200 Feet $110 $121 $132 $137 $143
201-250 Feet $88 $104 $126 $132 $137
250 + feet $66 $77 $82 $88 $110
Additional CCTV (As
needed) $5 $5 $5 $5 $5
Cleaning (As needed) $15 $15 $25 $25 $25
2. CIPP Installation Price Per Linear Foot – Wastewater System Cost:
Description Inches
Repair Length 8” 10” 12”
0-100 feet $132 $181 $198
101-150 feet $115 $137 $143
151-200 Feet $77 $110 $121
201-250 Feet $55 $82 $99
250 + feet $33 $55 $82
Additional CCTV (As needed) $5 $5 $5
Heavy Cleaning (As needed) $10 $10 $10
7 3. Rehabilitation for Existing Manhole–StromDrain System Cost:
Description Unit Unit Cost
Rehabilitation of existing manholes,
cementitious type VF $250
Rehabilitation of existing manholes,
Brick type VF $300
4. Rehabilitation for Existing Manhole– Wastewater System Cost:
Description Unit Unit Cost
Rehabilitation of existing manholes,
cementitious type VF $400
Rehabilitation of existing manholes,
Brick type VF $500
Rehabilitation of existing manholes,
Wet well (max 6’ dia) VF $2,000
Replacement of Manhole Frame &
Cover (24” dia) EA F&C Cost + $2,500
Bypass pumping 3-6-inch lay-flat
hose Per Hour $650
Bypass pumping 8-inch lay-flat hose Per Hour $1000
B. Not Related to CIPP liner
1. Mobilization and Traffic Control
Description Cost Not to Exceed Amount (NTE)
Mobilization Cost + 10% $2,750/service request)
Traffic Control Minor
Street Cost + 10% $2,050 Daily
Traffic Control Major
Street Cost + 10% $4,200 Daily
TC plans w/stamp for
Major Streets Cost + 10% $500/sheet
8 2. Hourly Rates for Work Not Related to CIPP Liners
Description Hourly Rate
Normal Business Hours (M- F, 7AM:to 4PM) $220
After Hours Rate $245
Weekend Hourly Rate $245
Holiday Hourly Rate $245
C. Increase. Contractor may request an increase to the unit and hourly rates in accordance with the Consumer Price index for all urban consumers in the Los Angeles, Long Beach, and Anaheim as published by the Bureau of Labor Statistics. However, no increase shall be effective without the written approval of the City.
II. NOT TO EXCEED AMOUNT. In no event shall the total amount paid to Contractor, including reimbursable expenses, exceed $2,870,000 during the term of the Agreement and any amendments thereto.
III. METHOD OF PAYMENT. Contractor shall provide monthly invoices to City for approval and payment for those services performed in the month prior to invoice submission. Invoices must include the following information.
A. Task number or Section number of Exhibits “A” to “A-1”.
B. All personnel who performed work.
C. Description of the work performed.
D. Number of hours worked
E. Hourly rate.
F. All City approved and documented subcontractor invoices.
G. If applicable, expenses incurred.
Invoice must be itemized, adequately detailed, based on accurate records, in a form reasonably satisfactory to City, and attach the prior written authorization of the City Budget
Wastewater
NTE Funding
Stormdrain
NTE Funding
FY 2022/ 2024 $1,000,000 $0
Subtotals $1,000,000 $0
Not to Exceed Amount Under First
Amendment $1,000,000
Not to Exceed Amount Under Agreement $1,870,000
Total Not to Exceed Amount $2,870,000
9 and copies of receipts to substantiate expense requests. Contractor may be required to provide back-up material upon request. If no work is performed in a given month, no invoice is required.
IV. SCHEDULE FOR PAYMENT. City agrees to pay Contractor within thirty days of City’s receipt of Contractor’s monthly invoice; provided that services are completed to the City’s reasonable satisfaction and there is no dispute over the amount.
V. NOTICE. Written notices to City and Contractor shall be given by registered or certified mail, postage prepaid and addressed to or personally served on the following parties
Contractor: Sancon Technologies, Inc.
5841 Engineer Drive
Huntington Beach, CA 92649
Attention: Chuck Parsons
City: City of Redondo Beach
Public Works Department, Engineering Division
415 Diamond Street
Redondo Beach, CA 90277
Attention: City Engineer
All notices, including notices of address changes, provided under this Agreement are deemed received on the third day after mailing if sent by registered or certified mail.
Changes in the respective address set forth above may be made from time to time by any party upon written notice to the other party.