ITEM E-16 — Beverly Hills City Council, October 20, 2026

AGENDA REPORT
Meeting Date: October 20, 2026
Item Number:

To: Honorable Mayor & City Council
From: Mandana Motahari, City Architect
Eli Benitez, Associate Project Manager
Subject: AWARD OF A CONTRACT TO ANGELUS WATERPROOFING & RESTORATION, INC. FOR THE 461 N BEDFORD DR. PARKING
STRUCTURE SLAB REPAIR AND TRAFFIC COATING PROJECT;
AND

APPROVAL OF A PURCHASE ORDER IN THE NOT-TO-EXCEED
AMOUNT OF $853,381; 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. Floor Plan

RECOMMENDATION
Staff recommends that City Council:

1. Approve the award of a contract to the lowest responsible bidder, Angelus Waterproofing & Restoration, Inc., for the Slab Repair and Application of Concrete Slab Waterproofing Coating Project at 461 N. Bedford. Dr. Parking Structure in the amount of $742,070; and

2. Approve a construction contingency in the amount of $111,311 (15%); and

3. Approve a purchase order to Angelus Waterproofing & Restoration, Inc. in the notto-exceed amount of $853,381; and Meeting Date: October 20, 2026

Page 2 of 4 ends

4. Approve the plans and specifications as detailed in the bid documents, which are adopted and approved with respect to design criteria; and

5. Consider finding the project exempt from the California Environmental Quality Act (CEQA).

INTRODUCTION
The Fiscal Year 2026/27 Capital Improvement Program includes a project addressing the ongoing maintenance and rehabilitation of parking facilities, including as-needed concrete slab repairs and waterproofing of concrete slab surfaces. Concrete slabs are periodically evaluated to identify areas needing repairs and due to the heavy use of City parking structures, the application of waterproofing coating in selective areas is necessary.

Furthermore, in order to protect ground floor commercial tenant spaces below the secondfloor slabs at City’s parking structures, it is recommended that the resurfacing is performed in cycles of five to seven years.

DISCUSSION
The structural firm of Brandow & Johnston was engaged to evaluate existing concrete slab conditions at the parking structure located at 461 N. Bedford. Dr., and, after analysis, they found the slabs require minor repairs on multiple levels. The base bid scope of work includes repairs of the existing concrete slab where rust jacking or stressed concrete was observed. In addition, a new waterproofing/traffic coating on the ground floor and reapplication of the traffic coating on level 2 and the roof level of the parking structure are included in the base bid.

On September 11, 2026, bid documents were posted on PlanetBids for informal bidding in accordance with the Public Contract Code Section 22034 to contractors on the City’s list of prequalified waterproofing contractors. On September 16, 2026, three (3) contractors attended the mandatory site walk.

On October 1, 2026, three bids were received as follows:

Basis of Selection
The bid documents specify that the low bid is determined by the sum of the base bid, alternates, unit prices, and the compensable delay cost for twenty days.

The bid documents included two alternate bid and one unit cost items as follows:

Alternate #1: Provide an additive alternate cost to remove, dispose, and replace 165 existing Wheel Stops, patch and repair existing concrete surfaces as needed.

Alternate #2: Provide an additive alternate cost to remove, dispose, and replace 4 existing Bollards, patch and repair existing concrete surfaces as needed Unit Price #1: Provide a Unit Cost per every 10 linear feet of crack repair.

Meeting Date: October 20, 2026

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Angelus Waterproofing Slater Howard Ridley
& Restoration, Inc. Waterproofing Co.

Base Bid $ 707,070 $883,221 $948,000
Alternate No.1 $ 35,000 $ 45,090 $ 30,525
Alternate No.2 $ 12,700 $ 18,500 $ 3,360
Unit Price No.1 $ 80 $ 100 $ 220
20-Day Delay $ 4,000 $ 0 $ 0
Basis of Selection
Total $ 758,850 $946,911 $982,105
Selected Bid
Base Bid $707,070
Alternate No.1 $ 35,000
15% Contingency $111,311
TOTAL $853,381
The bids were reviewed, and the lowest responsible bidder is Angelus Waterproofing & Restoration, Inc. The contractor submitted a responsive bid and as reported by the State Contractors Licensing Board, maintains a license that is current and in good standing.

Angelus Waterproofing & Restoration, Inc., has successfully performed on similar City projects in the past and is qualified to complete this project.

In the best interest of the City, staff does not recommend awarding Alternate No. 2 since the proposed cost is unreasonably high and this scope of work will be bid separately to obtain a more competitive cost. A contingency of $111,311, 15% of the contract amount, is recommended for changes due to unforeseen conditions in order to successfully complete the work. Expenditures from the contingency will be made utilizing the Change Order process in Beverly Hills Municipal Code § 3-3-110 and the contract upon adequate written justification and substantiation.

The bid documents specify that all work under the contract shall be completed within 63 calendar days from the date specified in the notice to proceed, resulting in an estimated completion of approximately January 2027.

ENVIRONMENTAL REVIEW
Approval of 461 N. Bedford Dr. Parking Structure Slab Repair and Traffic Coating Project 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. Staff believes the approval of the 461 N. Bedford Dr. Parking Structure Slab Repair and Traffic Coating Project is exempt from CEQA pursuant to the following:
a) The improvements are exempt from CEQA pursuant to the ‘Existing Facilities’ Section 15301 of Title 14 of the California Code of Regulations because the work involves no expansion of use within the parking structure.

Based on the foregoing, staff recommends that City Council find that the project is exempt from CEQA pursuant to CEQA Guidelines Section 15301 Existing Facilities.

Meeting Date: October 20, 2026

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FISCAL IMPACT
The total project cost of $853,381 for the Slab Repair and Application of Concrete Slab Waterproofing Coating Project at 461 N. Bedford. Dr. Parking Structure is currently available in CIP 00936, Fund 130 – In-Lieu Parking District. No additional funding is requested at this time.

Michael V. Hensley,
Interim Director of Public Works
Approved By
AAttttaacchhmmeennt t 1 1
461 N. Bedford Dr. Parking Structure Slab Repair and Traffic Coating Project 1 CONTRACT

CITY OF BEVERLY HILLS

CONTRACT FOR
461 N. Bedford Dr. Parking Structure Slab Repair and Traffic Coating Project THIS CONTRACT (“Contract”) is made and entered this 20TH day of October, 2026 (“Effective Date”), by and between the CITY OF BEVERLY HILLS, a California municipal corporation (“City”) and Angelus Waterproofing & Restoration, Inc. (“Contractor”). Contractor’s license number is 461100.

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 City Hall Tower Hazardous Materials Abatement (“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 Eight Hundred Fifty-Three Thousand Three Hundred Eighty-One Dollars ($853,381.00) 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 7.A 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.”

8. Titles. The titles used in this Contract are for convenience only and shall in no way define, limit or 461 N. Bedford Dr. Parking Structure Slab Repair and Traffic Coating Project 2 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 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
461 N. Bedford Dr. Parking Structure Slab Repair and Traffic Coating Project 3 By:

MICHAEL V. HENSLEY
Interim Director of Public Works
By:

MANDANA MOTAHARI
City Architect
By:

NAREK KATABYAN
Risk Manager
AAttttaacchhmmeennt t 2 2
PLAN NOTES:

1. AREA 1 SPEC: - PREP DECK BY MECHANICAL MEANS, LIKE SHOTBLASTING, AND PROPERLY PREPARE AREA PER MANUFACTURE'S REQUIREMENTS. - REMOVE EXISTING PARKING STALL AND LINE STRIPING. - PRIME DECK WITH SIKADUR 22 LO-MOD FAST SET EPOXY PRIMER AT A RATE OF 160 SF PER GALLON. - DETAIL COAT AS NEEDED, SIKALASTIC 720SG BASE COAT AT 70 SF PER GALLON. - INSTALL SIKALASTIC 720 SG BASECOAT AT A RATE OF 70 SF PER GALLON. - APPLY THREE COATS OF SIKALASTIC 745 TX AT A RATE OF 70 SF PER GALLON. - RE-STRIP PARKING STALLS AND LINES IN WORK AREA TO MATCH EXISTING. 2. AREA 2 SPEC: - REMOVE EXISTING TRAFFIC COATING AND INSTALL NEW TRAFFIC COATING. - PREP DECK BY MECHANICAL MEANS, LIKE SHOTBLASTING, AND PROPERLY PREPARE AREA PER MANUFACTURE'S REQUIREMENTS. CONCRETE FLOOR SWIRL DESIGN WILL NEED TO BE REMOVED. - REMOVE EXISTING PARKING STALL AND LINE STRIPING. - PRIME DECK WITH SIKADUR 22 LO-MOD FAST SET EPOXY PRIMER AT A RATE OF 160 SF PER GALLON. - DETAIL COAT AS NEEDED, SIKALASTIC 720SG BASE COAT AT 70 SF PER GALLON. - INSTALL SIKALASTIC 720 SG BASECOAT AT A RATE OF 70 SF PER GALLON. - APPLY THREE COATS OF SIKALASTIC 745 TX AT A RATE OF 70 SF PER GALLON. - RE-STRIP PARKING STALLS AND LINES IN WORK AREA TO MATCH EXISTING. 3. AREA 3 SPEC: - PREP DECK BY MECHANICAL MEANS, LIKE SHOTBLASTING, AND PROPERLY PREPARE AREA PER MANUFACTURE'S REQUIREMENTS. CONCRETE FLOOR SWIRL DESIGN WILL NEED TO BE REMOVED. - REMOVE EXISTING PARKING STALL AND LINE STRIPING. - PRIMER TO BE SELECTED BASED ON THE MOISTURE CONTENY VERIFIED BY A TRAMEX MOISTURE METER OF DECK AFTER SH -- IF MOISTURE IS BELOW 4% - PRIME DECK WITH SIKADUR 22 LOMOD FAST SET EXPOXY AT A RATE OF 160 SF PER GALLON. -- IF MOISTURE IS BETWEEN 4-6% - DECK IS TO RECEIVE A MOISTURE VAPOR BARRIER UTILIZING THE SIKALASTIC 100VB; SUBSTRATE TO RECEIVE MOISTURE VAPOR BARRIER BY INSTALLING 2 COATS OF SIKALASTIC 100VB WITH EACH COAT APPLIED AT MINIMUM OF 160 SF PER GALLON, PER COAT. - DETAIL COAT AS NEEDED, SIKALASTIC 720NP BASE COAT AT 55-63 SF PER GALLON. - INSTALL SIKALASTIC 720 ONE-SHOT INTEGRALLY TEXTURED VEHICULAR TRAFFIC COATING SYSTEM (WITH EXTRA HEAVY DUTY AGGREGATE) AT A RATE OF 33 SF PER GALLON. - RE-STRIP STALLS AND LINES IN WORK AREA TO MATCH EXISTING. 4. TRAFFIC COATING COLOR SITE SAMPLE AND PULL TEST ARE REQUIRED TO BE APPROVED BY A CITY REPRESENTATIVE WITH A SIKA REPRESENTATIVE PRESENT FOR THE PULL TEST. 5. REMOVE, DISPOSE, AND REPLACE 165 WHEEL STOPS, WHICH INCLUDES 4 BLUE ADA WHEEL STOPS AND 4 GREEN EV WHEEL STOPS. 6. REMOVE, DISPOSE, AND REPLACE 4 BOLLARDS. BOLLARDS TO BE PAINTED YELLOW AND MUST MATCH EXISTING. . 7. REPAIR SPALLING CURB ON LEVEL P3. GENERAL NOTES: 1. PRIOR TO SURFACE PREPARATION AND APPLICATION OF NEW TRAFFIC COATING, SLAB SHALL BE REPAIRED AS DELINEATED ON SHEET STRUCTURAL ENGINEER'S REPORT.2. CLEAN ALL WORK AREAS. 3. PEDESTRIAN PROTECTION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT PRIOR TO THE START OF WORK.

LEGEND
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