Addendum 1 - Northeast Ohio Regional Sewer District

ADDENDUM NO. 1
TO
WALWORTH RUN OUTFALL REPAIR (WROR)
FOR THE
NORTHEAST OHIO REGIONAL SEWER DISTRICT
SEPTEMBER 8, 2010
PROPOSALS DUE:
5:00 P.M. (OFFICIAL LOCAL TIME) ON TUESDAY,
SEPTEMBER 21, 2010
Addendum No.1 consists of three (3) pages and the following Attachments:
Attachment 1
Attachment 2
Pre-Proposal Meeting Attendees (1 page)
Pre-Proposal Meeting Presentation (15 pages)
ATTENTION BIDDERS
The following, as additions to and modifications in the Contract Documents, will be included in,
and become part of the WALWORTH RUN OUTFALL REPAIR (WROR). Proposers are,
therefore, instructed to take the following into account in rendering any Proposal for this work.
This Addendum shall be fastened to the Contract Documents and submitted with the Work
included under this Contract.
I.
PRE-PROPOSAL CONFERENCE
A.
B.
A pre-proposal conference was held on September 2, 2010 at the Environmental
and Maintenance Services Center of the Northeast Ohio Regional Sewer District
(NEORSD) located at 4747 East 49th St., Cuyahoga Heights, OH. A list of
attendees who signed in at the meeting is included as Attachment 1. The
meeting convened at 9:30 AM, with Mr. Ericsson, Project Manager, introducing
himself and the following individuals:
Mr. Terry Bolden
NEORSD, Contract Compliance Officer
Mr. Italo Gonzalez
Wade Trim
Mr. Doug Lopata
Wade Trim
NEORSD began the meeting with Mr. Ericsson introducing the project and the
schedule of events for the proposal and interview process. Some of the key dates
discussed were as follows;
a. Deadline for Questions September 14
b. Proposals Due September 21
c. Interviews on or around October 12
ADDENDUM #1; WROR
Page 1 of 3
d. Contract Negotiations October 16-22
e. Board Authorization to Award November 18
C.
SBE Participation
Mr. Terry Bolden explained the Small Business Enterprise Policy is now on the
NEORSD web page as well as the certified list of SBE companies. Please note
that new counties are now included in the policy and the SBE goal for this
contract has been set at 20% with 60% local participation.
If you have any questions or concerns, please call Mr. Terry Bolden, Contract
Compliance Officer at (216) 881-6600.
D.
Mr. Ericsson stated that verbal questions would be accepted at the pre-proposal
meeting. After the pre-proposal meeting, all questions must be submitted to Bob
Ericsson in writing by the close of business, 5:00 PM, on September 14, 2010 .
They may be sent by mail to 3900 Euclid Ave., Cleveland, OH 44115; by fax to
(216) 432-7395; or by email (preferred) to [email protected]. Answers to
questions will be issued via Addendum to the list of attendees from the
conference.
E.
The meeting was opened to questions from the attendees. The following are the
questions asked at the meeting and answers to those questions:
Q1.
Are there any impacts (Overflow frequency or volumes) that should be
considered for this project related to the NEORSD long term control plan?
A1.
Yes, the CSO Control Plan shall be considered.
Q2.
Shall it be assumed that this CSO outfall will remain in service for 10 or 15
years?
A2.
Yes, the proposal/design shall assume that the outfall will remain forever, and the
hydraulics shall be capable of conveying the same flows.
Q3.
It was mentioned that the Design duration was anticipated for 14 months, but
what is the assumed construction duration?
A3.
The RFP assumes a 12 month duration for construction. Also note that these
durations include the ACOE permit process and regulations on spawning fish
dates that may restrict construction.
Q4.
Are there any other record drawings, documents, or inspection history on this
sewer system?
A4.
Record documents, that are on file, will be available.
ADDENDUM #1; WROR
Page 2 of 3
Q5.
Can site visits be made to view the existing conditions?
A5.
Yes
Q6.
Are there any existing easements in this area for access or construction activities?
A6.
This will be investigated, and if areas are needed they will be obtained under this
project with the legal department’s assistance.
Q7.
A floatables issue was mentioned at the weir wall downstream of the DWO pipe,
can any more details be provided?
A7.
This is really an accumulation issue over longer durations, but the selected
consultant will consult with SSMO on the current cleaning frequency and any
other follow up comments.
END OF ADDENDUM NO. 1
ADDENDUM #1; WROR
Page 3 of 3
ATTACHMENT NO. 1 PRE‐PROPOSAL MEETING ATTENDEES 1
2
3
4
5
6
7
8
9
10
12
13
11
16
17
18
19
21
20
22
23
24
25
26
27
28
29
Organization
AJP Engineering Consultants
BBC& M Engineering
Chagrin Valley Engineering
CTI Engineers
DLZ Ohio, Inc.
Euthenics, Inc.
G. Stephens, Inc.
GPD Group
McGuiness Unlimited
Michael Benza & Associates
MS Consultants
MS Consultants
MS Consultants
NTH
PCI Designers
Ralph Tyler
Regency Construction
Resource International Inc.
Resource International Inc.
Ribway Group Engineering
Solar Testing Labs
Somat
Stephen Hovancsek
URS
URS
Wade Trim
Wade Trim
Title First Name Last name
Mr.
Anthony
Paglia
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Eric
Ryan
John V.
Tom
Ed
Dennis
Ed
Joe
George
Denis T.
Angual
Cummins
Lund
Hessler
Sefeik
Avery
Franks
O'Hara
Sendrey
Yurkovich
Mr.
Mr.
Mr.
Jay
Dave
Dave
Curtis
Hartman
Mast
Mr.
Mr.
Bill
Strong
Hugh Blocksidge
Ms.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mr.
Mary
Steve
Mike
Samson
Mark
Ali
Thomas
Mike
Scott
Italo
Doug
Brashwitz
Johnson
Zavoda
Aklog
Recktenwald
Parsipour
Cappello
Cook
Belz
Gonzalez
Lapota
Building
1000 Rockefeller Building
Address 1
11925 Oakwood Lane
8555 Sweet Valley Drive
22999 Forbes Road
One Cascade Plaza
614 Superior Avenue
8235 Mohawk Drive
15712 Miles Avenue
5595 Transportation Boulevard
15520 Norway Avenue
6860 West Snowville Road
9217 Midwest Avenue
9217 Midwest Avenue
One South Main Street
820 W. Superior Avenue
Address 2
Suite 100
Suite 100
City, State, Zip
Chesterland, OH 44026
Valley View, OH 44125
Cleveland, OH 44146-5667
Akron, OH 44308
Cleveland, OH 44115
Cleveland, OH 44136
Cleveland, OH 44128
Cleveland, OH 44125
Cleveland, OH 44111-1921
Brecksville, OH 44141
Cleveland, OH 44125-2415
Cleveland, OH 44125-2415
Suite 320
Akron, OH 44308
Cleveland, OH 44113
Suite S
Suite B
Suite 710
Suite 100
6100 Oak Tree
1120 Chester Avenue
14600 Detroit Avenue
6350 Presidential Gateway
Suite 200
Suite 200
Suite 1495
Independence, OH 44131
Cleveland, OH 44114
Lakewood, OH 44107
Columbus, OH 43231
9885 Rockside Road
2999 Payne Avenue
1125 Valley Belt Road
1100 Superior Avenue
Suite 145
Cleveland, OH 44125
Cleveland, OH 44114
Brooklyn Heights, OH 44131-1434
Cleveland, OH 44114
2 Merit Drive
1375 euclid Avenue
1375 euclid Avenue
1100 Superior Avenue East
1100 Superior Avenue East
Suite 630
suite 600
suite 600
Cleveland, OH
Cleveland, OH
Cleveland, OH
Cleveland, OH
Cleveland, OH
44143-1456
44115-1808
44115-1808
44114-2536
44114-2536
Phone
440-655-8112
216-901-1000 ext 103
440-439-1999
330-294-5996
216-771-1090
440-260-1555
216-751-4538
216-518-5544
216-941-8411
40-576-4706
216-581-4035
216-581-4035
330-258-9920
216-344-4040
216-789-3073
216-623-0808
216-529-1188
614-823-4949
216-973-0955
216-623-4940
216-741-7007
216-479-0300
216-731-6255
216-622-2356
216-622-2400
216-363-0300
216-363-0300
Email Address
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
Marked SBE
SBE
SBE
epsefcik@euthenics‐inc.com
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
[email protected]
SBE
SBE
SBE
ATTACHMENT NO. 2 PRE‐PROPOSAL MEETING PRESENTATION NEORSD Project
•
•
•
•
NEORSD Outfall Repair Project – Phase 2
West bank of the Cuyahoga River
Outlet structure known as CSO 080
200 ft Northeast of University Rd between Scranton
Rd. and West 14th St.
Project
Location
Project Facts
Hydraulics
• Largest CSO outfall in the Westerly District
• WRO collects wet weather flows from six CSO
regulators.
• CSO W-27 regulates flows into the Westerly Lower
Level Interceptor (WLLI)
• CSO W-27 overflows into the CSO 080
Structural
• 16.5 ft Concrete tunnel, brick lined from spring line.
• Concrete transition channel, approximately 75 ft long,
which transitions from a 16.5 ft to a 50 ft wide channel.
• Concrete arch, which bridges the transition channel.
• 50 ft wide rectangular channel designed as railroad bridge
abutment.
• In 2009 southern half of channel was repaired
• Concrete spillway
Geotechnical
• WRO system is bearing on a wood pile foundation
Existing
Conditions
16.5 FT
DIAMETER - WRO
TRANSITION CHANNEL
ARCH
CHANNEL
SIDEWALL
RECTANGULAR
CHANNEL
SPILLWAY
24” DIVERSION
PIPE TO WLLI
REPAIRED HALF OF CHANNEL - 2009
WR-27 REGULATOR
WEIR
Conceptual
Plan #1
Conceptual
Plan #2
Scope Of Services – Task Breakdown
•
•
•
•
•
•
Task 1 - Pre-design
Task 2 - Design
Task 3 - Bidding
Task 4 - Construction
Task 5 - Closeout
Task 6 - Additional Services
Tentative Project Schedule
• September 21, 2010 – RFP Proposals due (5:00pm)
• September 29, 2010 – Notification to candidates
• October 12, 2010 - Interviews
• October 13, 2010 – Final Scores
• October 16 to 22, 2010 - Period of Negotiation
• November 18, 2010 – Board Approval
SBE and Local Participation Goals
• Small Business Enterprises = 20%
• Local Participation = 60%
Allowances (Task 6)
• General Allowance to be
Determined in Negotiations
George R. Ericsson, PE PS
Email: [email protected]
Phone: 216-881-6600
Fax: 216-881-7703