ORANGE\DDERLETH\55191.2 PTEAM 03102022
CITY OF CORONA
SECOND AMENDMENT TO
MAINTENANCE/GENERAL SERVICES AGREEMENT
WITH HOUSTON AND HARRIS PCS, INC.
(NIB 22-019RH – SANITARY SEWER SYSTEM CLEANING ROUTINE AND
EMERGENCY SERVICES)
1. PARTIES AND DATE.
This Second Amendment to the Maintenance/General Services Agreement (“Second Amendment”) is made and entered into this 8
th day of July, 2025 by and between the City of
Corona (“City”) and Houston and Harris Pcs, Inc., a California corporation (“Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Second Amendment.
2. RECITALS.
2.1 Agreement. City and Contractor entered into that certain Maintenance/General Services Agreement dated on or about October 20, 2021 (“Agreement”), whereby Contractor agreed to provide sanitary sewer system cleaning services.
2.2 Prior Amendments. City and Contractor entered into that certain First Amendment to the Maintenance/General Services Agreement on or about June 5, 2023 (“First Amendment”).
2.3 Amendment. City and Contractor desire to amend the Agreement for the second time to (1) exercise renewal option 2 to extend the Term of the Agreement through June 30, 2027; (2) increase the Total Compensation by 10% to $550,000 per fiscal years ending June 30, 2025, June 30, 2026 and June 30, 2027; and (3) replace Exhibit “C” (Compensation) with Exhibit “C-1” (Compensation).
3. TERMS.
3.1 Term. Section 3.1.2 (Term) of the Agreement, as amended by the First Amendment is hereby deleted in its entirety and replaced with the following:
“3.1.2 Term. The term of this Agreement shall be from
October 20, 2021 to June 30, 2027 (“Term”), unless earlier terminated as provided herein. Contractor shall complete the Services within the Term of this Agreement and shall meet any other established schedules and deadlines. The Parties may, by mutual, written consent, extend the Term of this Agreement one or more times by executing a written amendment pursuant to Section
3.5.8 below (each a “Renewal Term”). The terms “Term” and Docusign Envelope ID: 7959D4B0-FBE7-40BA-83ED-BEAE9244ECC2 2 (BB&K: 9-10)
ORANGE\DDERLETH\55191.2 PTEAM 03102022
“Renewal Term” may sometimes be generally and collectively referred to as “Term” in this Agreement.”
3.2 Rates & Total Compensation. Section 3.3.1 (Rates & Total Compensation) and Exhibit “C” (Compensation) of the Agreement are hereby deleted in their entirety and replaced with the following:
“3.3.1 Rates & Total Compensation. Contractor shall
receive compensation, including authorized reimbursement, for all Services rendered under this Agreement at the rates set forth in Exhibit “C-1” attached hereto and incorporated herein by reference. The total compensation, including authorized reimbursements, shall not exceed Five Hundred Fifty Thousand Dollars ($550,000) (“Total Compensation”) per fiscal year, without written approval of City’s Representative. Extra Work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement.”
3.3 Continuing Effect of Agreement. Except as amended by this Second Amendment, all provisions of the Agreement shall remain unchanged and in full force and effect.
From and after the date of this Second Amendment, whenever the term “Agreement” appears in the Agreement, it shall mean the Agreement as amended by this Second Amendment.
3.4 Adequate Consideration. The Parties hereto irrevocably stipulate and agree that they have each received adequate and independent consideration for the performance of the obligations they have undertaken pursuant to this Second Amendment.
3.5 Counterparts. This Second Amendment may be executed in duplicate originals, each of which is deemed to be an original, but when taken together shall constitute but one and the same instrument.
[SIGNATURES ON FOLLOWING PAGE]
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ORANGE\DDERLETH\55191.2 PTEAM 03102022
CITY’S SIGNATURE PAGE
FOR
SECOND AMENDMENT TO
MAINTENANCE/GENERAL SERVICES AGREEMENT
WITH HOUSTON AND HARRIS PCS, INC.
(NIB 22-019RH – SANTIARY SEWER SYSTEM CLEANING ROUTINE AND
EMERGENCY SERVICES)
IN WITNESS WHEREOF, the Parties have entered into this Second Amendment to Maintenance/General Services Agreement as of the date noted on the first page of the Amendment.
CITY OF CORONA
By: _________________________
Tom Moody
Utilities Director
Reviewed By: _________________________
Katie Hockett
Assistant Utilities Director
Reviewed By: _________________________
David Ortiz
Utility Maintenance Superintendent
Reviewed By: _________________________
Yasmin Lopez
Purchasing Manager
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CONTRACTOR’S SIGNATURE PAGE
FOR
SECOND AMENDMENT TO
MAINTENANCE/GENERAL SERVICES AGREEMENT
WITH HOUSTON AND HARRIS PCS, INC.
(NIB 22-019RH – SANTIARY SEWER SYSTEM CLEANING ROUTINE AND
EMERGENCY SERVICES)
IN WITNESS WHEREOF, the Parties have entered into this Second Amendment to Maintenance/General Services Agreement as of the date noted on the first page of the Amendment.
HOUSTON AND HARRIS PCS, INC.
a California corporation
By: _________________________
Brad Houston
Vice President
By: _________________________
Shivon Constantine
Assistant Secretary
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EXHIBIT "C-1"
COMPENSATION
Contractor shall receive compensation, including authorized reimbursements, for all Services rendered under this Agreement at the rates set forth herein.
Contractor Rates for the period of July 1, 2025 through June 30, 2027:
ITEM DESCRIPTION EST QTY UNIT UNIT
PRICE
TOTAL
COST
1 4” to 12” Pipe (@40,000 LF
minimum per month) 480,000 LF $ 0.38 $182,400.00
2 14” Pipe 2,000 LF $ 0.39 $ 780.00
3 15” Pipe 49,000 LF $ 0.39 $ 19,110.00
4 16” Pipe 390 LF $ 0.39 $ 152.10
5 18” Pipe 45,000 LF $ 0.39 $ 17,550.00
6 21” Pipe 16,000 LF $ 0.39 $ 6,240.00
7 24” Pipe 16,000 LF $ 0.39 $ 6,240.00
8 27” Pipe 2,800 LF $ 0.39 $ 1,092.00
9 42” Pipe 13,700 LF $ 0.39 $ 5,343.00
10 Ahmanson Lift Station 5’ x
11.5’ x 16’ 1 EA $ 935.71 $ 935.71
11 Airport Lift Station 5’ x 14’ 1 EA $ 935.71 $ 935.71 12 Arantine Lift Station 6’ x 35’ x
21’ 1 EA $ 935.71 $ 935.71
13 Artsian Lift Station 6’ x 26’ 1 EA $ 935.71 $ 935.71 14 Bedford Canyon Lift Station 5’
x 18’ 1 EA $ 935.71 $ 935.71
15 Green River Lift Station 8’ x
21’ 1 EA $ 935.71 $ 935.71
16 Griffin Way Lift Station 5’ x
25’ 1 EA $ 935.71 $ 935.71
17 Joy Street Lift Station 7’ x 14’
x 16’ 1 EA $ 935.71 $ 935.71
18 McKinley Lift Station 6’ x 21’ 1 EA $ 935.71 $ 935.71 19 North Main Street Lift Station
5’ x 17’ 1 EA $ 935.71 $ 935.71
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ORANGE\DDERLETH\55191.2 PTEAM 03102022
ITEM DESCRIPTION EST QTY UNIT UNIT
PRICE
TOTAL
COST
20 Prado Lift Station 7’ x 22’ 1 EA $ 935.71 $ 935.71
21 SDO Lift Station 8’ x 33’ 1 EA $ 2,807.14 $ 2,807.14 22 Smith and Rincon Lift Station
10’ x 25’ 1 EA $ 935.71 $ 935.71
23 Stagecoach Lift Station 4’ x 19’ 1 EA $ 935.71 $ 935.71 24 Sunkist Lift Station 13’ x 11’ x
36’ 1 EA $ 935.71 $ 935.71
25 WRF 3 Lift Station (Primary)
11’ x 8’ x 19’ 1 EA $ 1,403.57 $ 1,403.57
26 WRF 3 Lift Station
(Secondary) 11’ x 8’ x 19’ 1 EA $ 1,403.57 $ 1,403.57
27 Water Reclamation Facilities
miscellaneous vacuum
truck/jetting services @ 4 hours
min.
1 EA $ 1,149.12 $ 1,149.12
28 Manhole Cleaning 1 EA $ 102.60 $ 102.60
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ORANGE\DDERLETH\55191.2 PTEAM 03102022
ITEM DESCRIPTION EST QTY UNIT UNIT
PRICE
TOTAL
COST
MONTHLY HOT SPOT LOCATIONS
29 Corporate Yard Lines (must be
done at night. Work must be
complete and equipment
removed from yard by 06:30
a.m.) MH 11019-11020-11021-
10475-10476-10477-10478-
3864-3863-3862-3861 (Map
Page K-15)TOTAL of
1,333.82 LF and 11 Manholes
1 EA $ 903.21 $ 903.21
30 East Rincon Street, East of
North Main Street (Marie
Calendar’s) MH 4434-4433
(Map Page L-15) TOTAL (this
Portion) 425 LF and 2
Manholes Reverse clean MH
4434-4435 TOTAL (this
portion) 244 LF and 1
Manhole
1 EA $ 453.02 $ 453.02
31 North Main Street/River Road
(Southbound Left Turn Lane)
MH 4442-8282 – Double barrel
siphon (Map Page L-15)
TOTAL 104.5 LF x 2
1 EA $ 141.53 $ 141.53
32 230 River Road at Wash MH
4398-4441 (East) (Map Page L14/15) TOTAL 344 LF and 2
Manholes
1 EA $ 232.94 $ 232.94
33 230 River Road along Wash
MH 4397-4498 (East) Reverse
clean (Map Page L-14)
TOTAL 107.1 LF and 2
Manholes
1 EA $ 72.53 $ 72.53
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ORANGE\DDERLETH\55191.2 PTEAM 03102022
ITEM DESCRIPTION EST QTY UNIT UNIT
PRICE
TOTAL
COST
MONTHLY HOT SPOT LOCATIONS (continued)
34 River Road at Kalus Avenue
(intersection) MH 3789-3796
North (Map Page K-14)
TOTAL 387 LF and 2
Manholes
1 EA $ 262.06 $ 262.06
35 600 Block South Vicentia
Avenue (East/West Alley)
Manhole drop connection 4005-
3970 West. (Map Page K-17).
TOTAL (this portion) 239 LF
and 2 Manholes Manhole
4000-3970 (450 LF) run East
at low pressure. DO NOT
PASS 200 LF, nozzle will get
stuck in lateral (removal will
be at Contractor’s expense)
TOTAL (this portion) 450 LF
and 2 Manholes
1 EA $ 466.56 $ 466.56
36 1111 West Sixth Street (Wells
Fargo Bank) MH 3337-3338-
3277 (Map Page J-17)TOTAL
685.19 LF and 3 Manholes
1 EA $ 466.04 $ 466.04
37 Taylor Avenue at West
Crestview Street (Intersection)
MH 4174-4160 (Map Page K19) TOTAL 288.6 LF and 2
Manholes
1 EA $ 195.43 $ 195.43
38 220 West Kendall Street (in
alley) MH 4118-4098 run up
the line slow. Enter Alley from
North or South. (Map Page K19) TOTAL 461 LF and 2
Manholes
1 EA $ 312.17 $ 312.17
39 East Grand Blvd. MH 4578-
4579. Cleaning to verify that it
is flowing. Low PSI, SLOW
SPEED, grenade only. (Map
Page L-18) TOTAL 185 LF
and 2 Manholes.
1 EA $ 125.27 $ 125.27
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ORANGE\DDERLETH\55191.2 PTEAM 03102022
ITEM DESCRIPTION EST QTY UNIT UNIT
PRICE
TOTAL
COST
40 East Third Street between
South Main Street and South
Washburn Avenue. MH 45939-
4535, south. (Map Page L-17)
TOTAL 50 LF and 2
Manholes
1 EA $ 33.86 $ 33.86
41 East Third Street to Quarry
Street. MH 5069-5070-5071-
05074-5046/9296-5073-5072-
5071. Must run up line slowly
and at low pressure. (Map
Page M-17) TOTAL 1,612.80
LF and 9 Manholes
1 EA $ 1,092.13 $ 1,092.13
42 Mt. Humphries Street, East of
North McKinley Street MH
7288-7287-7286-7271 south.
(Map Page P-14) TOTAL
299.42 LF and 4 Manholes
1 EA $ 202.83 $ 202.83
QUARTERLY HOT SPOT LOCATIONS March, June, September and December 43 North Joy Street and East
Parkridge Avenue
(Intersection) MH 4456-4454-
4453/4452- 4451-4453-4424.
(Map Page L-15) Requires
Traffic Control. TOTAL
1,051.1 LF and 7 Manholes
1 EA $ 711.77 $ 711.77
44 1012 Serene Dr. MH 3782-
3770 (Map Page K-13)
Requires Traffic Control.
TOTAL 209 LF and 2
Manholes
1` EA $ 141.53 $ 141.53
45 Green River Road MH 1078-
1081-8281- 1080-1079-1070-
1077-1060-1061-1062-1063.
(Map Page D-16) Traffic
Control Signage needed.
TOTAL 2,322 LF and 11
Manholes
1 EA $ 1,572.37 $ 1,572.37
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ORANGE\DDERLETH\55191.2 PTEAM 03102022
ITEM DESCRIPTION EST QTY UNIT UNIT
PRICE
TOTAL
COST
46 Dos Lagos Shopping Center
MH 10514- 10513-10512-
10730-10729-10728-10727-
10726-10725/1104-11043-
10515-10516-10517-10518-
10519-10520-10521-10522-
10724-10723-11255-10722-
10721-10720-10719/11042-
11041-10524-10523-10523
(Map Page L-18) TOTAL
3,708 and 31 Manholes
1 EA $ 2,510.91 $ 2,510.91
47 Grand Blvd. MH 4605-4607
Cleaning to verify that it is
flowing. Low PSI, SLOW
SPEED, grenade only. (Map
Page L-18) TOTAL 259 LF
and 2 Manholes
1 EA $ 175.38 $ 175.38
48 Alley behind East Eighth
Street, between East Grand
Blvd. and South Joy Street.
Open cleanout before running
very low pressure when
jetting.(Map Page L-18)
TOTAL 335 LF and 2
Manholes
1 EA $ 226.85 $ 226.85
49 Corona Avenue under the I-15
Interstate MH 10737-9040-
9039-9038 TOTAL 541 LF
and 4 Manholes
1 EA $ 366.34 $ 366.34
POST STORM – EMERGENCY STORM DRAIN CLEAN OUT
50 Vactor Truck debris cleanout
for storm drain system (lines
and catch basins) – 4 hour
minimum.
4 HR $ 350.89 $ 1,403.56
51 Disposal of storm drain debris
by dry ton. 1 TON $ 102.60 $ 102.60
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ORANGE\DDERLETH\55191.2 PTEAM 03102022
ITEM DESCRIPTION EST QTY UNIT UNIT
PRICE
TOTAL
COST
EMERGENCY RESPONSE TIME AND CITY REQUESTS
52 Sewer Lateral jetting per City’s
request. (10) ten LF minimum. 10 LF $ 36.94 $ 369.40
53 Emergency cleaning service
and video recording with one
(1) hour response time. 4 hour
minimum. Normal Business
Hours.
4 HR $ 526.34 $ 2,105.36
54 Emergency cleaning service
and video recording with one
(1) hour response time. 4 hour
minimum. Nights (from 6 p.m.
to 7 a.m.), Fridays, weekends
and holidays.
4 HR $ 820.80 $ 3,283.20
55 Emergency video inspection of
sewer lines up to 12” in
diameter.
1 LF $ 5.13 $ 5.13
56 Emergency video inspection of
sewer lines from 14” to 18” in
diameter.
1 LF $ 5.13 $ 5.13
57 Emergency video inspection of
sewer lines from 20” to 24” in
diameter.
1 LF $ 5.13 $ 5.13
58 Emergency video inspection of
sewer lines 27” in diameter. 1 LF $ 5.13 $ 5.13
59 Emergency video inspection of
sewer lines 42” in diameter. 1 LF $ 5.13 $ 5.13
Total (Items 1-59) $276,827.54
Pursuant to Section. 3.2.12 Bonds, payment and performance bonds are required for a value of 100% of the total compensation identified in Section 3.3.1 Rates & Total Compensation.
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