EAST BAY
MUNICIPAL UTILITY DISTRICT
REQUEST FOR PROPOSAL (RFP)
for Camanche Dam Outlet Works
and Pardee Dam Diving & Remote
Operated-Vehicle (ROV)
Inspections WRD-2026-01
ADDENDA
Prospective bidders are responsible for reviewing any
published addenda regarding this bid at
ebmud.com/business-center
CONTACT
Joe Tam, Associate Civil Engineer
(510) 287-1389
joe.tam@ebmud.com
RESPONSE DUE
March 19, 2026
4:00 p.m. PST
SUBMIT ELECTRONICALLY TO*
Sabrina Cheng, EBMUD
sabrina.cheng@ebmud.com
*Hardcopy proposals will not be accepted
EBMUD is committed to reducing environmental impacts across our
entire supply chain. If printing this document, please print only what
you need, print double‐sided, and use recycled‐content paper
375 ELEVENTH STREET . OAKLAND . CA 94607-4240 . WWW.EBMUD.COM! BUSINESS-CENTER/
EAST BAY MUNICIPAL UTILITY DISTRICT
RFP for Camanche Dam Outlet Works and Pardee Dam Diving and ROV Inspections
WRD-2026-01
TABLE OF CONTENTS
I. STATEMENT OF WORK...............................................................................................2
A. SCOPE................................................................................................................ 2
B. PROPOSER QUALIFICATIONS .............................................................................. 2
C. SPECIFIC REQUIREMENTS................................................................................... 2
D. DELIVERABLES.................................................................................................... 9
II. CALENDAR OF EVENTS............................................................................................10
A. MANDATORY PROPOSAL CONFERENCE .............................................................10
B. OPTIONAL SITE WALK.........................................................................................11
III. DISTRICT PROCEDURES, TERMS, AND CONDITIONS................................................12
A. RFP ACCEPTANCE AND AWARD .........................................................................12
B. EVALUATION CRITERIA/SELECTION COMMITTEE.................................................12
C. PRICING ...........................................................................................................15
D. NOTICE OF INTENT TO AWARD AND PROTESTS ...................................................16
E. WARRANTY ........................................................................................................18
F. INVOICING ........................................................................................................18
IV. RFP RESPONSE SUBMITTAL INSTRUCTIONS AND INFORMATION..............................18
A. DISTRICT CONTACTS .........................................................................................18
B. SUBMITTAL OF RFP RESPONSE...........................................................................19
C. RESPONSE FORMAT...........................................................................................20
ATTACHMENTS
EXHIBIT A – RFP RESPONSE PACKET
EXHIBIT B – INSURANCE REQUIREMENTS
EXHIBIT C – GENERAL REQUIREMENTS
EXHIBIT D – IRAN CONTRACTING ACT CERTIFICATION
EXHIBIT E – BOND FORMS
EXHIBIT F – INFORMATION TECHNOLOGY SECURITY INFORMATION TO BE EXCLUDED
FROM PUBLIC RECORDS ACT REQUESTS
EXHIBIT G – DATA CONFIDENTIALITY AGREEMENT
EXHIBIT H – INVASIVE SPECIES CONTROL PROCEDURES FOR DIVE GEAR EQUIPMENT,
ROVS, VESSELS, AND OTHER AQUATIC DEVICES
EXHIBIT I – UNDERWATER OPERATIONS PERMIT (SAMPLE)
EXHIBIT J – DECLARATION OF NONCOLLUSION
REV 3/26/25
RFP No. WRD-2026-01
Page 1
RFP for Camanche Dam Outlet Works and Pardee Dam Diving and ROV Inspections
WRD-2026-01
IV. STATEMENT OF WORK
A. SCOPE
These specifications, terms, and conditions establish the requirements for underwater
diving and remote-operated-vehicle (ROV) inspection services to inspect the
Camanche Dam Low-Level Outlet Conduits, Camanche Dam High-Level Outlet
Conduit, upstream face of Pardee Dam, and Pardee Dam Penstock & Sluiceway
Gatewells. The inspection services will observe general structural integrity and
physical condition with special attention to weak areas such as at connections, cracks,
corrosion, defects, and signs of stress or degradation. The Proposers will furnish
media files of the inspections. The details of tasks are described in the SPECIFIC
REQUIREMENTS section below.
East Bay Municipal Utility District (District) intends to award a 1-year contract to the
Proposer(s) who best meets the District’s requirements.
B. PROPOSER QUALIFICATIONS
1. Proposer Minimum Qualifications
a. Proposer, Proposer’s principal, or Proposer’s staff shall have been
regularly engaged in the business of providing diving and underwater
remote-operated-vehicle inspection services for at least five (5) years.
b. Proposed divers shall be ANSI/ACDE 01-2015 [or recognized equivalent]
certified as a commercial diver.
c. Proposed ROV operators shall have all necessary training to safely
operate underwater ROVs.
d. Proposer shall be able to certify that all underwater equipment is free of
harmful biological matter, specifically free of invasive species (such as
zebra mussels, golden mussels, and/or quagga mussels) prior to
conducting field work per Exhibit H.
e. Proposer shall possess all permits, licenses, and professional
credentials necessary to perform services as specified under this RFP.
C. SPECIFIC REQUIREMENTS
The documents and reports developed by the District for the Project may contain
Critical Energy Infrastructure Information (CEII). These documents are only available
digitally for Proposers to review, upon request, to support development of a response
REV 3/26/25
RFP No. WRD-2026-01
Page 2
RFP for Camanche Dam Outlet Works and Pardee Dam Diving and ROV Inspections
WRD-2026-01
to the RFP. For access, proposers will need to submit a signed nondisclosure
agreement contained in Exhibit G – Data Confidentiality Agreement.
1. Underwater Inspection Sites: The following are details of the four sites that the
Contractor will inspect with underwater ROV equipment. Refer to C.2 below for
minimum ROV requirements. The Camanche reservoir level can vary between
elevation 200 feet and elevation 235 feet (local datum)/ 202.2 and 237.2 feet
(NAVD88) and is anticipated to be between elevation 230 feet and elevation 215 feet
(local datum)/ 232.2 and 217.2 feet (NAVD88) at the time of inspection. The Pardee
reservoir level is controlled by a spillway with a crest elevation at elevation 567.65
feet (local datum)/ 569.65 feet (NAVD88 datum) and the bottom of the reservoir, at
the lowest point at the upstream toe of the dam, is elevation 225 feet (local datum)/
227 feet (NAVD88). The Pardee reservoir level is anticipated to be between
elevation 564 feet and elevation 539 feet (local datum)/ 566 feet and elevation 541
feet (NAVD88) at the time of inspection. The anticipated elevations of the Pardee
and Camanche reservoir levels are not guaranteed and are subject to change.
i. Camanche Low-Level Outlet (North Conduit) and (South Conduit): The
Camanche Low-Level Outlet is a twin-conduit system founded on rock at the
base of the Camanche embankment dam. These concrete conduits are roughly
circular with minor horseshoe-shape characteristics with a nominal inside
diameter of 13 feet and slope of 0.010. The conduits are connected to a
concrete intake structure, located at the upstream toe of the dam, with metal
trash racks that are 21 feet wide by 33.5 feet tall and are inclined at a 1H:4V
(Horizontal : Vertical).
Each of the two conduit trash racks has a metal-bar access door that is 3 feet
wide by 5 feet-4.25 inches tall. The as-built drawings note that access door
has a positive latch-type fastener on top and bottom and two loose-pin hinges
on the side. This access door has not been opened since it was installed in
1964 and therefore the effort required to remove the trash rack access doors
is an unknown risk. Additionally, as the trash rack doors are located at the
base of the reservoir/intake structure, there may be significant debris that
needs to be removed before the access door can be opened. The Proposer
should consider these risk factors and assess feasible options/methods
available to gain access to the conduits and include in their price/proposal.
The invert of the conduits is at elevation 98.63 feet (local datum)/ 100.83 feet
(NAVD88) at Station 0+72.2 near the trash racks. The conduits continue to the
butterfly valve chamber at Station 3+99. Therefore, the required inspection
length is approximately 328 feet for each of the two conduits.
REV 3/26/25
The District will close the butterfly valves at the valve chamber for the
inspection and there is expected to be no flow to minimal leakage flow at the
RFP No. WRD-2026-01
Page 3
RFP for Camanche Dam Outlet Works and Pardee Dam Diving and ROV Inspections
WRD-2026-01
butterfly valves. Proposer should consider the risk for leakage flow at the
butterfly valves on the ROV mobility.
The contractor will collect videographic records of the condition of both the
North and South Conduit surfaces (complete visual of 360 degrees) along the
entire length listed herein. The inspection must have coordinate control
overlain on the final video and photographic products per C.2.iii and -iv of
Specific Requirements. Upon completion of the ROV inspection, the
contractor will reattach or close the trash rack access door.
ii. Camanche High-Level Outlet: The Camanche High-Level Outlet is a single
concrete conduit founded on rock at the northern end of Camanche
embankment dam. The conduit is circular and has an inside diameter of 4 feet.
The High-Level outlet is connected to an intake structure, located at the
upstream toe of the dam, with a 66-inch x 66-inch slide gate and 10 foot – 10
inches wide by 14 foot tall trash racks (built out of 3 modules, each 4 foot – 7
inches tall x 10 foot – 10 inches wide). The top of the trash rack is at elevation
213 feet (local datum)/ 215.2 feet (NAVD88) and the invert of the conduit intake
is at elevation 199 feet (local datum)/ 201.2 feet (NAVD88). There is also a 15-
inch wide access point at the stoplog slot; however, this is likely to be too
small to insert a ROV. Therefore, it is likely that the contractor will have to
remove the trash rack to provide access for an ROV.
Once the contractor has established access for the ROV, the conduit runs
from Station 5+00 to Station 11+23, or 623 feet of inspectable length. The
conduit features a bend at Station 9+27. The conduit slope is 0.067 for the first
427 feet, followed by a slope of 0.4 for 196. The downstream slide gate will be
closed during the inspection and there is expected to be no flow to minimal
leakage flow. Proposer should consider the risk for leakage-level flows.
REV 3/26/25
The contractor will collect videographic records of the condition of the
conduit surfaces (complete visual of 360 degrees) along the entire length listed
herein. The inspection must have coordinate control overlain on the final
video and photographic products per C.2.iii and -iv of Specific Requirements.
Upon completion of the ROV inspection, the contractor will replace the trash
racks (if removed).
iii. Pardee Dam Underwater Upstream Face: Pardee Dam is a large gently curved
concrete gravity dam located over a triangular valley with 35-degree side
slopes. The upstream face is nearly vertical with a gentle batter of 3 horizontal
to 100 vertical. The contractor will be tasked to collect video/photographic
record of the entire upstream underwater face of the dam for evidence of
concrete defects, damage, degradation, stress, or other signs of distress. The
ROV may be deployed from the gate house located at the middle of Pardee
RFP No. WRD-2026-01
Page 4
This page summarizes the opportunity, including an overview and a preview of the attached documents.