AGENDA REPORT
Meeting Date: September 22, 2026
Item Number:
To: Honorable Mayor & City Council
From: Mandana Motahari, City Architect
Subject: AWARD OF A CONTRACT TO HOWARD RIDLEY CO., INC. FOR THE ELEVATOR PITS WATERPROOFING PROJECT AT 461 N.
BEDFORD DRIVE AND 333 N. CRESCENT DRIVE PARKING
STRUCTURES; AND
APPROVAL OF A CORRESPONDING PURCHASE ORDER IN
THE NOT-TO-EXCEED AMOUNT OF $392,105; AND
APPROVAL OF PLANS AND SPECIFICATIONS THEREFOR
WITH RESPECT TO DESIGN CRITERIA; AND
PURSUANT TO THE PROVISIONS OF THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA), CITY COUNCIL WILL
ALSO CONSIDER FINDING THE PROJECT EXEMPT FROM
FURTHER REVIEW UNDER CEQA
Attachments: 1. Contract
2. Project Plans and Specifications
3. Letter of Withdrawal – Angelus Waterproofing & Restoration
RECOMMENDATION
Staff recommends that City Council:
1. Approve the award of a contract to the lowest responsible bidder, Howard Ridley Co., Inc., for the Elevator Pits Waterproofing Project at 461 N. Bedford Drive and 333 N. Crescent Drive Parking Structures in the amount of $332,290; and
2. Approve a construction contingency in the amount of $59,815 (18%); and
3. Approve the plans as detailed in the bid documents, which are adopted and approved with respect to design criteria; and
BEVERL
HILLS
di
Meeting Date: September 22, 2026
4. Approve a purchase order in the not-to-exceed amount of $392,105; and
5. Consider finding the project exempt from further review under the California Environmental Quality Act (CEQA).
INTRODUCTION
The Capital Improvement Program includes a project addressing the ongoing maintenance and rehabilitation of parking facilities, including concrete repair and waterproofing of the building surfaces. Several subterranean parking structures have experienced water intrusions due to recent changes in the seasonal rain patterns and intensity, as well as normal deterioration of waterproofing due to the age of these buildings. Projects have been prioritized and have been addressed incrementally.
Waterproofing work has been completed at 221 N. Crescent Drive, 439 N. Canon/438 N.
Beverly Drive, and the P-4 level at Beverly Canon Gardens parking structure. Elevator pits at 461 N. Bedford Drive and 333 N. Crescent Drive parking structures have been identified as the next priority. These elevator pits have shown evidence of water intrusion due to last year’s rain activity and need to be addressed to mitigate water intrusion as well as protecting elevator equipment to alleviate premature deterioration of pistons and traction cables.
DISCUSSION
The bid documents were prepared depicting the grout injection method for waterproofing, showing successful results used in previous waterproofing projects.
As permitted by California Public Code (PCC) Section 20101, three contractors on the list of pre-qualified contractors for waterproofing projects with specific experience in the curtain wall injection method were invited to submit bids for the project.
On August 13, 2026, bid documents were issued to all pre-qualified contractors. The bid documents included alternate bid items and four unit costs as follows:
Alternate #1: Provide an additive alternate cost for off hours (10pm-6am) work hours.
Alternate #2: Provide an additive alternate cost for Elevator Pit Waterproofing at 1945 S.
La Cienega Blvd.
Unit Price #1: Additional shotcrete walls grout injection cost for holes within 30 square feet of area
Unit Price #2: Additional Concrete Block walls grout injection cost for holes within 30 square feet
Unit Price #3: The Base Bid includes (16) lineal feet per gallon of grout for crack injection.
Provide cost per gallon if additional resin is needed.
Unit Price #4: The Base Bid includes (10) square feet per gallon of grout for curtain wall injection. Provide cost per gallon if additional resin is needed.
Meeting Date: September 22, 2026
On September 8, 2026, three (3) bids were received. The bid results are as follows:
Basis of Selection
Slater Waterproofing Angelus Waterproofing Howard Ridley Waterproofing, Inc. & Restoration Co., Inc.
Base Bid $ 700,600 $ 115,700 $ 284,490
Add Alternate #1 $ 0 $ 0 $ 13,000
Add Alternate #2 $ 175,000 $ 15,000 $ 24,000
Unit Cost #1 $ 1,600 $ 4,700 $ 4,950
Unit Cost #2 $ 895 $ 4,700 $ 4,950
Unit Cost #3 $ 300 $ 170 $ 450
Unit Cost #4 $ 300 $ 450
20 days delay $ 0 $ 0 $ 2
Basis of Selection Total $ 878,695 $140, 270 $ 332,292
The bid documents specify that the low bid is determined by the sum of the base bid, all add alternates, plus unit prices, and the compensable delay cost for twenty days. The low bidder, Angelus Waterproofing & Restoration, notified staff of an error made in their bid and subsequently withdrew their bid. After review of the remaining bids, staff has determined that Howard Ridely Co., Inc., is the lowest responsive bidder by submitting a responsive bid, and, as reported by the State Contractors Licensing Board, maintains a license that is current and in good standing. References have confirmed Howard Ridley Co., Inc. has successfully performed similar type projects in the past. Staff also recommends that City Council approve including all alternates and unit costs into the contracted amount.
A contingency of $59,815,18% of the contract amount, is recommended for changes due to unforeseen conditions in order to successfully complete the work. Expenditures from the contingency are made utilizing the Change Order process pursuant to Beverly Hills Municipal Code § 3-3-110 upon adequate written justification and substantiation.
Selected Bid
Base Bid $ 284,490
Additive Alternate #1
Additive Alternate #2
$
$
13,000
24,000
Unit Cost #1 $ 4,950
Unit Cost #2 $ 4,950
Unit Cost #3
Unit Cost #4
$
$
450
450
Subtotal $ 332,290
18% Contingency $ 59,815
TOTAL $ 392,105
The bid documents specify that all work under the contract shall be completed within 80 calendar days from the date of the notice to proceed, resulting in an estimated completion in December 2026.
Meeting Date: September 22, 2026
ENVIRONMENTAL REVIEW
Approval of the Elevator Pits Waterproofing Project at 461 N. Bedford Drive and 333 N.
Crescent Drive Parking Structures was assessed in accordance with the authority and criteria contained in the California Environmental Quality Act (CEQA), the State CEQA Guidelines, and the environmental regulations of the City. The project consists of waterproofing of existing elevator pits within an existing parking facility with no expansion of use or capacity. Based on the foregoing, staff recommend that City Council find that the project is exempt from further review under CEQA pursuant to CEQA Guidelines Section 15301 Existing Facilities.
FISCAL IMPACT
The total project cost of $392,105 for the Elevator Pits Waterproofing Project at 461 N.
Bedford Drive and 333 N. Crescent Drive Parking Structures is currently available in CIP 00936, Fund 130 – In-Lieu Parking District. No additional funding is requested at this time.
Shana Epstein,
Director of Public Works
Approved By
Attachment 1
1 CONTRACT
CITY OF BEVERLY HILLS
ELEVATOR PITS WATERPROOFING PROJECT AT 461 N. BEDFORD DRIVE AND 333 N. CRESCENT DRIVE PARKING STRUCTURES
Bid number: RFB 27-350-5
THIS CONTRACT (“Contract”) is made and entered this 22nd day of September, 2026 (“Effective Date”), by and between the CITY OF BEVERLY HILLS, a California municipal corporation (“City”) and Howard Ridley Co., Inc. (“Contractor”). Contractor’s license number is 304198.
In consideration of the mutual covenants hereinafter set forth, the parties hereto agree as follows:
1. Contract Documents. The Contract Documents consist of this Contract, the Notice Inviting Bids, Instructions to Bidders, Bid (including documentation accompanying the Bid and any post-Bid documentation submitted before the Notice of Award), the Bonds, permits from regulatory agencies with jurisdiction, General Provisions, Special Provisions, Plans, Standard Plans, Standard Specifications, Reference Specifications, Addenda, Change Orders, and Supplemental Agreements. The Contract Documents are attached hereto and incorporated herein by reference. In the event of any conflict between the terms of this Contract and any incorporated documents, the terms of this Contract shall control.
2. Scope of Services. Contractor shall perform the Work in a good and workmanlike manner for the project identified as ELEVATOR PITS WATERPROOFING PROJECT AT 461 N. BEDFORD DRIVE AND 333 N. CRESCENT DRIVE PARKING STRUCTURES (“Project”), as described in this Contract and in the Contract Documents.
3. Compensation. In consideration of the services rendered hereunder, City shall pay Contractor a not to exceed amount of Three Hundred Eighty-One Thousand, Four Hundred Twenty-Six Dollars ($332,290) in accordance with the prices as submitted in Contractor’s Proposal, attached hereto and incorporated herein by this reference.
4. Incorporation by Reference. All of the following documents are attached hereto and incorporated herein by this reference: Workers’ Compensation Certificate of Insurance; Additional Insured Endorsement (Comprehensive General Liability); Additional Insured Endorsement (Automobile Liability); and Additional Insured Endorsement (Excess Liability).
5. Antitrust Claims. In entering into this Contract, Contractor offers and agrees to assign to the City 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 (commencing with Section 16700) of Part 2 of Division 7 of the California Business and Professions Code) arising from purchases of goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time the City tenders final payment to Contractor without further acknowledgment by the parties.
6. Prevailing Wages. City and Contractor acknowledge that this Project is a public work to which prevailing wages apply. The provisions of Section Error! Reference source not found. of the General Provisions shall apply and are mandatory for this Project.
7. Workers’ Compensation. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, by signing this Contract, the Contractor certifies as follows:
“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 under take 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.”
2 8. Titles. The titles used in this Contract are for convenience only and shall in no way define, limit or describe the scope or intent of this Contract or any part of it.
9. Authority. Any person executing this Contract on behalf of Contractor warrants and represents that he or she has the authority to execute this Contract on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder.
10. Entire Agreement. This Contract, including any other documents incorporated herein by specific reference, represents the entire and integrated agreement between City and Contractor. This Contract supersedes all prior oral or written negotiations, representations or agreements. This Contract may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties which expressly refers to this Contract.
11. Counterparts. This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes.
IN WITNESS WHEREOF, the parties hereto have executed the Contract the day and year first above written.
CITY OF BEVERLY HILLS
By:
CRAIG A. CORMAN, Mayor
ATTEST:
By:
HUMA AHMED, City Clerk
Dated:
(“CONTRACTOR”)
By:
Printed Name:
Title:
By:
Printed Name:
Title:
APPROVED AS TO FORM: APPROVED AS TO CONTENT:
By: By:
LAURENCE S. WIENER RYAN GOHLICH
City Attorney City Manager
By:
SHANA E. EPSTEIN
Director of Public Works
By:
MANDANA MOTAHARI
City Architect
[Signatures continue]
3 By:
NAREK KATABYAN
Risk Manager
By:
ANTHONY RODSTEIN
Purchasing Services Manager
Attachment 2
PROJECT NO.: DRAWN: REF.
DRAWING NO.:ISSUE:DATE:
SCALE:
© COPYRIGHT ALLANA BUICK & BERS, INC. 2025
CHECKED:
City of Beverly Hills Public Works Department345 Foothill Road, Beverly Hills, CA 9021023-7974.03 990 Commercial Street
Palo Alto, CA 94303
650.543.5600 abbae.com
Index(OHYDWRU3LWV:DWHUSURRILQJDW1RUWK%HGIRUGDQG1RUWK&UHVFHQW3DUNLQJ6WUXFWXUHV 02/04/2025 Index
SHEET # DETAIL TITLE
101102103104105201106107202203108
SHOTCRETE WALL CURTAIN GROUT INJECTION ELEVATIONSHOTCRETE WALL CURTAIN GROUT INJECTION SECTION BASE OF WALL AT MAT SLAB JOINT INJECTION DETAILBASE OF WALL AT TOPPING SLAB JOINT INJECTION DETAILLOCALIZED CRACK INJECTION AT GARAGE WALLS1$CURTAIN WALL GROUTING DIAGRAM1$ CMU CURTAIN WALL INJECTION ELEVATIONCMU WALL CURTAIN GROUT INJECTION SECTION1$
SCOPE OF WORK
1. POLYURETHANE GROUT INJECTION WATERPROOFING REPAIRS TO BELOW GRADE PARKING GARAGE WALLS.
GENERAL NOTES
A. BIDDER SHALL VISIT THE SITE AND PROJECT TO FIELD VERIFY EXISTING CONDITIONS AFFECTING HIS WORK PRIOR TO BIDDING. ANY EXISTING CONDITION FOUND NOT IN ACCORDANCE WITH THE CONTRACTDOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSULTANTS IMMEDIATELY, PRIOR TO BIDDING OR START OF ANY WORK.
B. NOTES, SECTIONS, AND DETAILS DESCRIBING THE TYPE OF COMPONENT OR NECESSARY WORK TO THAT COMPONENT ARE TYPICAL FOR ALL SIMILAR ITEMS, AND THE NOTE, SECTION, OR DETAIL SHALL APPLY AS IFCALLED OUT SEPARATELY AT EACH LOCATION. THE DETAILS REFLECT A DESIGN OF THE SPECIFICCONDITION(S) DETAILED. IF, DURING THE PROGRESS OF THE WORK, EXISTING CONDITIONS DIFFER FROM
THOSE INDICATED ON THE DRAWINGS TO THE EXTENT THAT THE CONTRACTOR MUST MAKE MODIFICATIONSTO THE GIVEN DETAILS TO MAKE THE DETAIL COMPATIBLE WITH THE EXISTING CONDITIONS, THE CONTRACTOR SHALL OBTAIN A REVISED DETAIL FROM THE CONSULTANTS PRIOR TO THAT DETAIL BEINGCONSTRUCTED.
C. CONFLICTS AND/OR PROBLEMS SHALL BE REPORTED PRIOR TO BIDDING FOR RESOLUTION. FAILURE TO
REPORT THESE CONFLICTS PLACES THE RESPONSIBILITY ON THE CONTRACTOR TO COMPLETE THE WORK IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS, AT THE CONSULTANTS DIRECTION, AT NO ADDITIONAL COST TO THE OWNER.
D. ALL NOTES DESCRIBING COMPONENTS, SYSTEMS, OR CONSTRUCTION NOT NOTED AS "(E)" OR "EXISTING"
ARE NEW, AND ARE REQUIRED TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
E. THERE ARE SPECIFICATIONS BOUND SEPARATELY FROM THE CONSTRUCTION DRAWINGS THAT ARE A PART OF THE CONTRACT. THE SPECIFICATIONS AND DRAWINGS ARE COMPLIMENTARY TO ONE ANOTHER AND ARE BOTH REQUIRED TO FULLY DESCRIBE THE CONTRACTOR'S RESPONSIBILITIES UNDER THE CONTRACT. THE DRAWINGS TYPICALLY INDICATE SIZE, FORM, QUANTITY, RELATIONSHIP, AND GENERIC TYPE; THE
SPECIFICATIONS TYPICALLY DEFINE THE QUALITATIVE REQUIREMENTS FOR PRODUCTS, MATERIALS, AND WORKMANSHIP. WHAT IS CALLED FOR BY EITHER ONE SHALL BE AS BINDING AS IF CALLED FOR BY ALL.
F. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING TESTING, LOGGING, AND QUALITY CONTROL REQUIREMENTS:
- CUP TEST LOG
CONTRACTOR TO PERFORM CUP TEST FROM THE NOZZLE AT THE START OF EACH BATCH. CONTRACTOR TO MAINTAIN LOG OF LOT NUMBER, TIME, CATALYST PERCENTAGE, AND REACTION TIME. - PORT SPACING
TO BE PER DRAWINGS, SPECIFICATIONS, AND MANUFACTURER'S INSTRUCTIONS FOR THE AREA. - PH TEST LOG
CONTRACTOR TO TEST GROUND WATER PH AT TWO (2) INJECTION HOLES PER 5 GALLONS OF GROUT AND MAINTAIN LOG OF RESULTS. CONTRACTOR TO FLUSH AND RETEST IF PH IS OUTSIDE OF 3-10 RANGE.
INCLUDED UNDER SEPARATE COVER:
LEVEL B4 GROUT INJECTION SCOPE OF WORK PLAN
ORIGINAL CONSTRUCTION DRAWINGS FOR REFERENCE ONLY
Z:\2023 Projects\23-7974.03 TCBH Beverly Canon Gardens Parking Struc\05-CD\Drawings\Working Set\7974.03_Beverly-Canon-Gardens-Parking-Details.dwg, 2/4/2025 3:56:06 PM, © COPYRIGHT ALLANA BUICK & BERS, INC. 2024 J2JH
Bidding
03/21/2025 8/13/2026
A-1.01 461 N. BEDFORD DR., BASEMENT PLAN AND WORK AREA A-1.02 461 N. BEDFORD DR., ELEVATORS PLAN & SECTION (FOR REFERENCE) A-1.03 333 N. CRESCENT DR., BASEMENT PLAN AND WORK AREA A-1.04 333 N. CRESCENT DR., ELEVATORS PLAN & SECTION (FOR REFERENCE) A-1.05 333 N. CRESCENT DR., ELEVATORS PLAN & SECTION (FOR REFERENCE) 101 SHOTCRETE WALL CURTAIN GROUT INJECTION ELEVATION 102 SHOTCRETE WALL CURTAIN GROUT INJECTION SECTION 103 BASE OF WALL AT MAT SLAB JOINT INJECTION DETAIL 104 BASE OF WALL AT TOPPING SLAB JOINT INJECTION DETAIL 106 CRACK INJECTION DRILLING GUIDE 107 CURTAIN WALL GROUTING DIAGRAM 201 CMU CURTAIN WALL INJECTION ELEVATION 202 CMU WALL CURTAIN GROUT INJECTION SECTION
1. POLYURETHANE GROUT INJECTION WATERPROOFING REPAIRS AND XYPEX COATING AT BELOW GRADE ELEVATOR PITS. 105 NOT USED!
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Job Title
5 1
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Sheet Title
CITY
OF
B
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ERLY
HIL
LS --
P
A
RK ING
S
TRU
C
T
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SITE 'A' N
O
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TH
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E
V
E
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LY
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LS.
C
A
LIF
O
R
NIA
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E8 2 1983
D
A
TE
.
BY
Consulta
nts
The use of th
ese plans and specifications shall be restricted
to the origin
al site tor which th
ey were prepared and
public
ation th
ereof ls expr
essly limited to such use, reuse
reproduction, or public
ation by
any
method, In wh
ole or in
pant, is prohibited. Title to the plans and specific
ations
re
m
ain
with
Conrad
Associates without prejudic
e, visu
al
conta
ct with th
ose plans and spe
cific
ations sh
alt constitute
pnimna tacle eviden
ce ot the
a
c
c
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Arc
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En
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Attachment 3
17762 Metzler Ln. Huntington Beach., CA 92647 - Phone (562) 941-7676 - Fax (562) 941-1166 Good morning Ms. Motahari,
Due to a clerical error, Angelus must withdraw our bid for the elevator pit upgrade project, I had an issue with documentation, and we submitted the incorrect forms. Please let me know if you have any questions.
Charles Nelson
Estimator/ Project Manager
AIM@GEEL US