ST9302-CS 930519PUBLIC' WORK,
May 19, 1993
Weir and Associates
Huitt-Zollars, Inc.
Carter & Burgess, Inc.
RE: Sandy Lake Design Contract ST 93-02
P.O. Box 478
Coppell, Texas 75019
214-462-0022
The City of Coppell Panel assembled for the review of the Engineers Request for Proposals for
Sandy Lake Road has completed their task. After much discussion and review of the
presentations and the data submitted, the Panel has selected a finn to pursue a design contract
with. We are in preliminary negotiations with that finn and it is anticipated that the design
contract will be awarded at the June 22, 1993 City Council meeting.
On behalf of the Panel assembled for Sandy Lake Road, I would personally like to commend you
for the tremendous amount of work and effort put into your proposal and presentation. Because
of the very good presentations by each finn the task by the Panel was made more difficult.
Again, thank you for your- interest in the City of Coppell. If you should have any other
questions concerning this project please feel free to contact me at your convenience.
Sincerely,
Kenneth M. Griffin, P.E.
City Engineer
cc: Frank Trando, Interim City Manager
Gary Sieb, Director of Planning
Steve Goram, Public Works Director
Jim Ragsdill, Purchasing Agent
Mike Martin, E.I.T.
file/kgriffin/sandylaldconslt2.1tr
PROJECT-ST9302
Binkley & Barfield, Inc.
Graham Associates, Inc.
Albert H. Hatff Assoc. Inc.
HNTB Corporation
JBM Consulting Engineers
I(imley-Horn & Associates, Inc.
Lichliter/Jameson & Associates, Inc.
Lockwood, Andrews & Newman, Inc.
MSO. Engineering, Inc.
EXPERIENCE CITY ABILITY TO
OF EXPERIENCE PERSONNEL UNDERSTAND COMPLETE IN
FIRM WITH FIRM QUALIFICATIONS PROJECT TIMELY MANNER
3 0 3 0 3
4 0
3 0
3 1
NRS Consulting Engineers
Shimek, Jacobs & Finklea 4 3
Sverdrup Corporation 5 1
Teague Nell & Perkins 3 3
Turner Collie & Braden, Inc.
Rated on a 0-5 scale
3 0
5 0
3 1
4 0
3 0
2 0
4 0
2 4
4 0
3 3
3 3
3 6
4 3
4 3
2 O
2 0
3 3
3 2
3 3
3 3
TYPES
OF
0
OTHER
0
TOTAL
9
3 1 2 16
3 1 0 11
3 1 0 14
3 1 0 13
3 3 0 19
3 I 0 1E
3 0 2 16
3 0 1 9
3 0 0 7
3 0 1 17
3 0 0 14-
3 0 0 15
3 O 3 16