SS9901-CS050810AI. I(, i01 2005 F17 :42 FR TI_IPNEF' COLLIEZ BPADEH972 735 3002 TO '9'9723043570
Turner Collie & Braden
17300 Dallas Parkway. Suite 1010, Dallas. Texas 75248
T972735-3000 F 972.735.3001 wvwutcb.aecom.ccrr;
Facsimile
Please deliver to
From
Name
Rick O'Dell
Name
Erika Cooper
Firm
City of Coppeli
Direct line
972- 735 -3056
Fax number
972 - 304 -3570
Date transmitted
August 10, 2005
Phone number
972 -304 -7090
Number of pages
including cover
7
Subject
Coppell DeForest & Sandy Lake Lift Stations
Project reference
0521 31 1 24.0001.04000A103
F'. 01; 07
TCB ! ,A IE.�(- - CN
Message
Attached is a Change Order Proposal from Can -Fer for the brick for the wall at
the DeForest Lift Station site. This change is apparently at the request of Gary
Seib from the City's planning department. We are in the process of looking at
the estimate. Please feel free to give me a call once you've had a change to
look this over and we can discuss.
rZ ,�
AUG 10 2005 07 :43 FP TURNER CnLLIE?. BPADEH972 735 3002 TO 99723043570 P. 02/07
rrom: 08/08/2005 20:32 #046 P.001 /006
DWIas, Texas 75229
972,484.4344 telephone
972.484.4223 fax
CONSTRUCTION COMPANY
_�,-ry c�4- Crn -peg/
❑ Urgent ❑ For Review ❑ Please Cornnvnt Q Plea" Reply ❑ Please Racyr-W
c. p
fl qs o r4 KBD �ree' /V �-
Gc�
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Building a sa3id Foundation For a hzighter future.
From: C L �° CV Pagev �p
ALIT; _AO`i 0 FF' TI_IRHEF' =01 L I E BRADEH972 72 7-002 TO 9'9 7 0 F. O3i07
From: 08/08; °2005 20:32 #046 P.0021006
Change Order Proposal -0002
Deforest Rd. & Sandy Lake Rd. Lift Station Improvements
Serial Lwftr No.
Commet No. SS 99-M
Date : August 9, 2005
Work Description:
added lea 1 8" xi V drilled foundations
Masonry wall changes per Gary Sieb(City of Coppell
Engineer_
TumerCollie &Braden Inc.
17300 Dallas Parkway Suibs 1010
Dallaei, TX 75248
Cotr moWr:
CANTER Construeton Company
11031 Grissom Lane
Da11ao,TX 75229
Labor Material Equipment Subcontractor
TOTALS: $ 2.748.20 1 5 1,482.14 I S 288,513 1 $ 17963.00 1
$22A59
CAN -FER Insurance 1.490
$314,44
Subtat:l
322,774.27
Overhaad(Harne Office) - 8.6% Subcontracted Work $17,963M
$1.526.86
SuptotBl
574.309.73
profit Subcontracted Work 6.036 S17�96:3.01)
$1,077.78
Suhtpbf
$25,378.91
Overhead(Home Office) - 8.5%8elf Performed Work
$382.23
Subtobt
$25,769.74
Profs -12% Self Performed
$
suhtotral
300,76
subtotal
526,300.76
B ond 0 1.19%
$42011
Total
6 721 5
TotM $29,721.57
Total Cast $26,729.57
* ** " 7 day time extension. * **
H11116 1:0 000 07 :4 FR TI_IRPJER t= OLLIF" : BRADEI497 OO 7 -1002 TO 997234 -1 -0 P. 04
From: 08/08!2005 20:33 #046 P.003/006
vobm ommmon:
A ed 7aa 18" x11'•0" WIlea t0unaabau
LABOR
0TN
MT
RATE
RATE
TOTAL
ro ecx Men er
4
0
M
145.00
146.00
180.00
1 1d t0r Plan b 4 htald li
20
0
MM
x7.60
887.60
750.00
Su
0
0
MH
Ss8.75
7b
an
8
0
MM
526.04
Ss7.�
$ 200.00
.- Camerrw
16
0
MH
518.00
527.00
S 268.00
- 2 CM0
0
0
MH
42200
395.00
S
0=09
a
6
MH
$17.00
3 138.
pipe LAW
a
0
M
18.00
27.00
s
Lsucry
is
a
MN
$12.00
18,D0
9 182.00
flela tufmaef
2
0
.00
a0
d4,00
Fiala En Inver AuL
0
0
MN
1
S
Rodman
2
0
MH
15.00
S 30.00
Subtoeal
1
LS
68.21
1
Labor Surdan 43%
1
S
5 80 S
62.tQ
a SenwU 9%
4
S 14E
Total tabor
t
4 Y T4a.20
NOWTAX61) W
MT
UNIT PRICt!
TOTAL
Ready Milt Conaeoa
7
C
00
5 52500
ftlmNffkg sham
0.3
TN
920.00
1
CO
0
0.00
0
.00
Subtaw _Non• Metarfe!
966A0
TAM MA
QTY
UNIT
UN[T PRICE
TOTAL
a
00
S
a
0.00
s
0
0
0.00
SUNUM - Taxed Material,, a. 25% TW
S
GENERAL 99NQMN MATERIAL
Gil
U
Jobelte Troller 2.996 tabor
1
LS
68.21
6831
ne
Jobalte Pho 2.2% Leber
1
S
5 80 S
5 80
Jvbatte EkK** 1.1% Labor
4
Job6 to Water 0.1 % Labor
t
SMV T004 6% Labor
1
L
General GIM0 0,4% Labor
1
7% LaW
1
La 13
Za
Tcrik" Q.6% Law
La
5 1
1 B.�D
- 1=20my
SafMv EQuIPMrA 3% Labor
Is
6 9201
0.4A
PMg Tr e udy 9% Lab
1
LS
82.46
92.46
5ub4oM - G G M610M + .26 %TWO 1
13
5 T7,1 1,
TOW mlfao� ul
1 14
AIJG 1,1 200'5 FR TUPNEP COLLIE?'. BPADDAI9 '2 7 -5 7,002 TO :�,:�' 23043570 P. 05/07
From: 08!08/2005 20:33 #046 P.004 /006
NOC 1.. e S
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HI_IG 'C1 � 07: 44 FR TI_IRNER COLLIE BRHDE11972 7-75 -002 TO '49 '49 '49 F'. 06:'
�rorn: 0$!JSP%00S 20:33 #046 P.005i005
Axr � -4--
FENIMORE- BLYTH
G a m m a r c I a I M a s o n r y
CANFER C onstruction Co
11031 Grissom Lane
Dallas TX 75229
8/5/05
Tel: 972- 484 -4344
Fax: 972-4844223
Attu: Clxat P erera
Re: Project Deforest Lift Station
Dear Charlie
Re: Brick for Screen Wall & Screen Wall Design
On Wednesday 3 August 2005 @ 1.30pm between your field superintendent and a
representative of the City of Coppell's Planning Department at which we were informed
that the trick and Screen Wall Design was to match the existing and not that shown on
SD4. We were told that a King Size brick would be acceptable as long as the wall
dimensions matched.
The existing wall has two parallel skins of brick with a grouted reinforced core, an
overall height of 6' -0" and a rowlock cap. The piers are 2' -0" square on plan, 7' -0" high
with a Cast Stone cap. I also assume that there is a reinforced CMU core to the piers.
To this end I have attached a change order request to reflect the variance in the work.
I look forward to hearing from you in the near future.
Yours truly,
1.1 P
YA
NOR
Alan Cook, VP Estimating
2300 Higgins Lane • Fart worth, Texas I6111
Q77/Q2Q._,<2aJ . X46+ .. Q1? /SQ0_no77 . FA- QII /RQO.13nc0I%
AUG 10 2005 07: 44 FP TUPHEP 1=1FILL I E_'. BPADEN':-�72 73 X00- TO : 0 P. 07%07
From: 08/08/2005 20:38 #046 P.006/006
FENIMORE- BLYTHE
L' o m rn e r a i a l M a s o n r y
5- Aug -05
Canter Construction Co
Attn: Charlie Ferers Project Manager
11 031 Grissom Lane
Dallas TX 75229
PROJECT: Deforest Pump Station
LOCATION: Coppell TX
Tel 972 - 484 -4344
Fax 972 -484 -4223
Co #1
Sir
Below you will find pricing to perform additional work on the above noted project.
Description of change Add }or revised Screen Wall Design With a maximum of Thirteen
piers, which allows for Increased wall span between piers.
PLEASE SEND A CHANGE ORDER AS SOON AS P0$$16LE.
SINCERELY,
FENIMO - BLYT1 -fE, LTD,
Alan ok
PROJECT MANAGER
Approved By Canfer Construction
Date
2300 Higgins Lane • Fort Worth, Texas 76111
ei , 71o2A oc2n1 . w,r_.— 4 -Y/coo noy . v,.. ei a v C4 a 2nc
** TOTAL PAGE.07 **
QUANTITY
UNIT OF
MEASURE
UIP
LABOR
TOTAL
LABOR
U/P
M &E
l zsulp AL
TOTAL
SUPERVISION
24
HRS
23.50
S 664
0 -00
$ -
S 564
BRICKLAYERS
136
HRS
2200
$ 2.992
0.00
S -
$ 2.992
LABORERS
184
HRS
12.50
$ 2,300
0.00
S -
S 2.300
SAWMAN
0
HRS
22.00
$ -
0.00
S
S
OPERATOR
32
HRS
15,5013
496
0,00
S -
$ 486
FORKLIFT
32
HRS
0, 00
1 1 $
20.00
$ 840
$ S40
Sk (dlfl`ereroe btwr new S orf Inal)
4848
EA_
0100
$ -
0.45
$ 2,162
$ 2,182
CMU
262
EA.
0.00
$ -
1.15
$ 336
3 336
Adj Wire
Soo
If
0.00
$
0.46
Wine (dis between W & 4" )
900
if
0.00
$
0.10
Cast Stone (dlfr Wwn new & original)
1
Item
0.00
S -
880 -00
$ 860
$ 860
Sew
0
EA.
0.00
$ -
12.00
$
5 -
MORTAR
5.65
Cyd
0.00
S
110.00
S 822
$ 622
GROUT Q cola & wall
10.75
YARDS
0.00
3 -
80.00
S 860
S 850
TRUCKING
0
LUMP SUM
0.00
$ -
200.00
S -
S
5c$t€oldln now scaffold b a of welt
goo
Sr
0.50
$ -
0.20
$ 1$0
S 181
SJB TOTAL $ 6,352 $ 5.679
PAYROLL TAXES & INSC Q 35.00%
SUB TOTAL
OVERHEAD
SUB TOTAL
PROFIT 5.00%
SUBTOTAL
SCND 0.00%
GRAN TOTAL THIS CHANGE ORDER Add
S 12,031
S 21223
$ 14,254
1,425
S 15.880
S 754
$ 1$,453
$ -
S 16,463
PLEASE SEND A CHANGE ORDER AS SOON AS P0$$16LE.
SINCERELY,
FENIMO - BLYT1 -fE, LTD,
Alan ok
PROJECT MANAGER
Approved By Canfer Construction
Date
2300 Higgins Lane • Fort Worth, Texas 76111
ei , 71o2A oc2n1 . w,r_.— 4 -Y/coo noy . v,.. ei a v C4 a 2nc
** TOTAL PAGE.07 **