SS9901-CN040710 CITY OF COPPELL
CHANGE OR EXTRA WORK ORDER
PROJECT: Deforest Road Lift Station Improvements Force Main Lines A & B
CONTRACTOR: S.J. Louis Construction of Texas Ltd.
OWNER: City of Coppell
CHANGE ORDER NO.: Two (2) DATE: June 17, 2004
DELETE:
ADD:
Item Description Quanti~3' Unit Unit Price Total
II-3 20" Ductile Iron Force 802 LF 340.00 ($272,680)
Main by Bore w/36"
II-7 30" Ductile Iron Force 88 LF 503.00 ($44,264)
Main by Bore w/48"
II-3a 20" Ductile Iron Force 472 LF 340.00 $160,480
Main by Bore w/36'
II-3b 20"Ductile Iron Force 330 LF 325.00 $107,250
Main by Bore w/30"
II-7a 30" Ductile Iron Force 88 LF 483.00 $42,504
Main by Bore w/42"
Total Revision to Contract Amount ($6,710)
Previous contract amount
Net increase in contract amount/Change Ord. #1
Revised contract amount
Net decrease in contract amount/Change Ord. #2
Revised contract amount
Net increase in contract time of completion
Revised Contract time of completion
$1,177,506.00
$1,000.00
$I,178,506.00
($6,710.00)
$1,171,796.00
N/A
N/A
The contractor hereby accepts this Contract adjustment as a final and complete adjustment in full
accord and satisfaction of all past and future liability originating under any clause in the Contract by
reason of this revision to the Contract.
,~ted by City Date
greed to ~I'~ ~D~e
COFFELL
July I, 2004
Sam Montoya, Project Manager
S.J. Louis Construction of Texas
520 S. Sixth Street
P.O. Box 834
Mansfield, TX 76063
Deforest Road Lift Station Improvements Force Main Lines A & B
Project #SS 99-01
Change Order #2
Dear Mr. Montoya:
Attached are three original Charge Order #2 documents for the referenced project.
Please execute the documents and return two of the originals to me. One of the
originals is for your file.
If you have any questions please feel free to give Rick O'Dell, Construction
Inspector, a call at 972/304-7090.
Sincerely,
Kenneth M. Griffin, P.E
Director of Engineering3aublic Works
Office 972/304-3686
Fax 972/304-7041
E-mail kgriffin~ci.coppell.tx.us
C OPP-ELL
P.O. Box 9478
255 Parkway Blvd
Coppell, TX 75019
Phone: (972)304-3679
Fax: (972}304-7041
ENGINEERING DEPARTMENT
FAX COVER SHEET
To: Pete Stahl From: Ken Griffin
Fax: 817-477-0552 Date: 6/17/04
Phone: Pages: 2 (including cover sheet)
Re: CC:
[] Urgent I~For Review [] Please Comment [] Please Reply [] As Requested
.Comments:
Attached for your review is Change Order #2
This is the way we will need to process the change order in order for it to work. The
numbers vary some from yours.
If it meets your approval let me know; and we will process the three originals for signatures
and mail them to you.
IF YOU DO NOT RECEIVE ALL OF THE PAGES PLEASE CALL (972) 304-3679
"City of Coppell Engineering- Excellence By Design"
JUN-l?-2004 11:19 FROM S J LOUIS CONSTRUCTION TX TO 9721047041 P,01
TO:
S,J.
LOUIS CONSTRUCTION
OF TEXAS LTO. LLP
P,O. BOX 834
520 SOUTH 6TM AVENUE
MANSFIELD. TEXAS 76063
OFFICE ~'1 ?-477-0320
FAX
817-477-0552
FROM:
Pete Stahl,
Senior Project Manager
~URGENT ~FOR REVIEW [] PLEASE COMMENT []PLEASE REPLY []PLEASERECYCLE
JUN-l?-2004 11:19 FROM S J LOUIS CONSTRUCTION TX TO 9723047041 P.02
Request For Information (RFI)
Coppell Deforest Road Lifi Station Improvements
Force Main Lines A & B
I-A 06/17/04
Mr. Ted B. Sugg, P.E. Peter J. Stahl.
Tmner Collie & Braden Inc. Sen/or Project M
Dallas, Texas 75248 Fax: {972) 735-3001 '-
SJ. Louis Construction of Texas proposes one "no cost" change alternative on the above referenced project:
· ConversionofthreelocationstohorlzontaldirectionMdrilting(HDD), Inordertomlnimizetraffic
and surface disruption and increase the speed at which the project can be completed, our company
requests three deep excavation areas be converted to HDD using HDPE (per project specifications): 1)
STA 7+00 to STA 11+50 (450 LF), 2) STA 21+20 to STA 26+00 (480LF), and 3) STA 32+00 to STA
35+50 (250 LF). Again, this would be a "no co;t" change, as S.J. Louis Construction would have to
compensate the driller for some areas which would previously had been installed by open cut methods,
and open cut installation at shallow depth is much leas expensive than I'LDD methods. Payment would
be made through pay estimate as if ductile iron pipe materials and casing had been installed without any
changes.
S.J. Louis Construction of Texas proposes one "credit to Owner" change alternative:
· Downsizing of bored steel casing diameter. In order to reduce spoil material production and potentially
use smaller boring equipment, which would reduce traffic and surface disrupt/on and increase the speed
at which the project can be completed, our company requests 330 LF of 36" diameter steel casing be
downsized to 30" in diameter for the 20" DIP (95 LF of 36" diameter ca~ing for 24" gravity SS PVC
remains unchanged), and 88 LF of 48" diameter steel casing be downsized to 42" in &meter for the
30" DIP. The 30" diameter steel casing would still allow 4.7" of clear space from edge of pipe bell to
inside wall of casing, while the 42" diameter steel casing would 11 allow 6.0 of clear space from edge
sti '
of pipe bell to inside wall of casing. S.J. Louis Construction of Texas assumes all responsibility for
ensur/ng that the pipe can be installed adequately inside the casing, and is completely confident there
will be no problems. Credit to Owner: Total savings of 330 LF x $30.00/LF and 88 LF x $40.00/LF
equals $13,420.00, to be split in half for value engineering with Owner receiving $6,710.00 credit, and
S.J. Louis receiving $6,710.00 savings.
Authorized $ignamr~
Les V. Whitman, S.J. Louis Construction of Texas Ltd., LLP
File 14016
S.J. Louis Construction of Te~cas Ltd.
P.O. Box g34
Mansfiel#, Texas 760~$
(81 7) 477-0520 Office (817) 477-0'~2 Fax
TOTAL P.02