HomeMy WebLinkAboutContract 38806-CO1DISTRIBUTION:
WHITE-FILE
CANARY -CONSTRUCTION FILE
PINK -PROJECT MANAGER
GOLDENROD-CONTRACTOR
CITY OF FORT WORTH
CHANGE ORDER REQUEST
crrY SECRETARY
CONTRACT NO. Jago~ -(p I
• CHANGE ORDER NO . ONE DATE : May 11 , 2010 D.O .E. NO. (N/A) PROJECT NO. 00456
'
PROJECT DESCRIPTION : WESTSIDE WATER TREATMENT PLANT PROJECT CITY SECRETARY CONTRACT NO.
38806
ORIGINAL CONTRACT AMOUNT ....................................................... S 47 044.014 .00
EXTRAS TO DATE ........................................................ s ...,o.=oo._ ____ _
CREDITS TO DATE ....................................................... S ...,0.=00~-----
CONTRACT COST TO DATE ........................................................................................................................................................................................ $ 47.044.014 .00
AMOUNT OF PROPOSED CHANGE ORDER .............................................................................................................................................................. $ 15,649.67
REVISED CONTRACT AMOUNT ................................................................................................................. : ............................................................... $ 47.059.663 .67
ORIGINAL FUNDS AVAILABLE FOR CHANGE ORDERS ........................................................................................................................................ $ =0-~0Q._ __ _
ADDmONAL FUNDING (IF NECESSARY) ................................................................................................................................................................ $ 15 649.67
REMAINING FUNDS AV AlLABLE FOR CHANGE ORDER ...................................................................................................................................... $ OJ)O_
IN ACCORDANCE WITH THIS CHANGE ORDER, THE CONTRACTOR SHALL : modify/change the contract as shown below to provide a complete, functional, and
operational water treatment plant. These changes are as listed below. Further descriptions and cost breakdowns are attached.
Change Order No . I to the Westside Water Treatment Plant Project consists of miscellaneous items identified during the course of construction by the Engineer, Construction
Manager, and Contractor requiring modification . Proposed changes include both deletions and additions to the scope of work.
I. CPR-07, Oncor Underground Electric Facility Revisions -delete electrical conduit and manholes , as recommended by Oncor (CREDIT) ............. ($30,241.00)
2 . CPR-13, Deletion of sheet waterproofing at water vaults (CREDIT) .......................................................................................................................... ($9 .082.00)
TOT AL CREDITS ......................................................................................................................................................................................................... ($39,323.00)
I . CPR-01, Perimeter Fence Modifications -modify fence detail to allow for storm water flow across fence line at natural drainage ways (COST) ... $6,548.1 O
2. CPR-02, Ozone Building Roof Joist Modifications -upsize ozone building steel joists as required to meet loading conditions (COST) ................. $1,396.57
3 . CPR-04, Filter Drainage Layer Drain -add I" drain line to each filter drainage layer to drain to filter gallery sump (COST) .................................. $4,954.00
4. CPR-05, Arch itectural Wall Modifications -cost to install exterior. wall section to match updated design detail (COST) ........................................ $9,646.00
4 . CPR-06, Membrane Building, Chemical Area, Trench Drain-add a 6" pipe to drain the chemical trench (COST) ................................................. $2,136 .00
5. CPR-08, Wall Sleeve and Pipe Modifications at Washwater Basins -revise detail to include wall sleeve, link seals, epoxy coated pipe ................. $! 1,497 .00
5. CPR-09, Structural Revisions at Filters, Break Tank, and Drain-Box-construct blockout, reinforcement revisions for pipe connects (COST) ...... $9,327 .00
5. CPR-10, Sludge Removal Equipment Rebid, Equipment price increase, with 50% cost sharing with Contractor, for sludge equipment (COST) .... $5,917 .00
6. CPR-I 1, Aluminum Bearing Plate and Grating at Ozone Building -install aluminum bearing plate and grating over trench drain (C~.....,---...-;;t.,.i,r;it---..,
7. CPR-12, Relocation of Chemical Storage 4" Under Drain Pipe-relocation of proposed under drain from under foundation beam ( ST) ........... $2.527.00
TOTAL COSTS ......................................................................................................................................................................................... ~IGJ*"!Ailr.ORD
NET CHANGE ORDER AMOUNT ........................................................................................................................................................ ··~1rv·s~b6;flf ARY
In addition to these modifications, Change Order No . I includes approval of CPR-03, which establishes a liability ceiling for Mits ishi;i&l,.ciif,~~hq~ the
equipment supplier on the project. Staff has reviewed this change order and is in agreement with the scope of work and the costs as ociai;d!willl~6r{J.obcftme
providing additional information for each itemized change is attached to and made part of this change order.
zone
tion
It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in full
(both in time and money) for all costs arising out of, Br i11 · d qtwt,t.2, the Change Order. ,.. ·"·~
. ORIGINAL CONTRACT TIME ADDITIONAL APPROVED TIME TO DA TE APPROVED CONTRACT TIME ADDITIONAL TIME FOR THIS CHANGE
TO DA TE ORDER
None I 09S Calendar Da O Calendar Da
PROJECT MANAGER (;I... fl (JA~ DATE ~/III,~
DIRECTOR/MANAGING DEPT.
DIRECTOR/C
CITY MANAGE!_ ~I SECRETARY ~ .... .L~~ ORTH,TX
L
WESTSIDE WATER TREATMENT PIANT 12200 OLD WEATHERFORD ROAD FORT WORTH , TElOO 76108 www.mccarthy.com
MAILING ADDRESS : P. 0. BOX 122419 FORT WORTH, TEXAS 76121 PHONE (817) 560-3740 FAX f8 17) 560-3727
October 5, 2009
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn: Mr. John Boss
Re: CPR#l
Westside Water Treatment Plant
P262-607540045683
Mr. Boss,
Please find attached revised pricing, a sketch of the proposed modifications generated
from the original written request as well as verbal changes that were made as cost savings
options, and pricing backup concerning the changes to the perimeter fencing as requested
in RFI #1.
This pricing option will utilize on site excavated rock for the rip rap per the original
design. Please be aware that this material will not be screened for size, but all attempts
will be made to size the rock accordingly for the purpose of its placement. Additionally,
the rock rip rap will only be placed for 265 LF of the existing 598 LF of open area that
requires fence in order to enclose the site.
As the answer to RFI #1 was not received until after the perimeter fence was installed, an
on site decision was made between McCarthy and Black and Veatch as to the limits of
where to stop and start the fence in order to leave a gap for a modified fence profile to be
installed in the lower elevation areas. Due to this timing issue, 598 LF of fence was not
installed in the low lying areas of the perimeter fencing.
Should you wish to incorporate these changes, McCarthy requests that a change order be
issued as follows;
New Fence profile with rip rap: 598 LF@ $50.95/LF = $ 30,468.10
Delete Base Fence Profile: 598 LF @ $40.00/LF = $(23,920.00)
Total Change Order Amount: $6,548.10
Please do not hesitate to call with any questions or concerns.
McCarthy Building Companies, Inc.
CC: Paul Laufer -Project Manager
Steve Gotschall -Project Director
Jerry Mayer -Project Director
File
ENC-CPR #1 Pricing and Backup Data
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McCarthy Building Companies, Inc.
Westside Water Trea~ment Plant
lA80R BVRDEH:
TAX:
FUa.,DIL.J'ARTS:
OIIEIITIME FACTOR:
QTY UOM I
I
•.oo 1h I
4.00 1h
0.50
•.oo H,. s
4.00 H11
uo ,,..
:285.00 I.F
1.CJO LS
S!la.00 I.F
FU&l. oa._ & PARTS:
OVERTIME FACTOR:
LAllOR BURDEN :
TAX:
. ss.aa,.
:1.7~
D.~
10.00!'
TAKE-Off DATE:
~IOHDATE:
~IOHTIME:
""!)RK CATl!GORY:
< MANUAL INPUT UNI /CREW COST> I
lBR MT~ I l!QM I -I
• • 21.39 • s 13.79 s
s 23.11 I
s • 21.39 : I
S I 13.78 s ., ···1
s
s
! • 12.oa s
s • • 7U.30 • s ..,., s
• s
s
s • • s
s
s
s
s
s
s
I
s s . SUBTOTAi. s
0-°'"' OF S s , 133.81 OFEOM • 1000!' OF I s • 211.12 OFLBR s
55.0ft OF S s : 232.n OFLBR s ... ~ OF s 'i OF MTlJFUEl S
SUBTOTAi. • t GC 1:1.00% •
Subs ID.Oft
Misc o.-s
II SUBTOTAL I
S,bconlroClorBond 1.0000%
I-0.-I
-rsRIM 0 .3100% s
-Bond Pnmium D.9IOl1' I
Total s
L8II I
. • s
106.:m I . s
s
s
s
1011.51 s . s • . • $ . • . s . s
s • s . s . s . s . s
s
s • s
s . s
s . s s . • . s
211.12 s
s
21.11 s
127.73 • . • •
53.11 s
.
. s
413.9$ s
.
3.31 s
3.34 I
3.83 s
424.43 s
598 LF
598 LF
MTl. I
.
. .
.
. . . . .
. .
. . . .
.
. .
.
. . .
.
. .
. .
.
TAKl!..()fl'IIY:JRF
PRICED BY: JRF
KEYPUNCHED BY:
·t II .
TOTAL COST
EQM I SIJ8 I UNETOTAL
• s s • • . • .
• • . • 105.IWI • 55.04 s • 5S.04 • 11 .91 s . s ,, 11
• s s • s s .
I s . s 10$SI
s 55.04 s . s 55.04
s II.II s . • 11 .11
s s . • .
s s . s .
s s ).2D1.7a S 3201.20
s s s • s • s s 1•uo s 7U.30 • . s .. ·-. 22.2117.e • s s • s . • • s . I
s • . • s s s
s I . s .
s s s s I s .
s s • • • s
s s .. s
s s s
I I • s I s
s s • s • I .
s ,.._, .. s 2e . .. s :19.571.17
s s ' • s . s 21 .11
s • s 127.73
I . s • • 1" • ..... n ,,,1.8\
• 20.INI I 74.0I
. I 2823.«I s 2.823.«I
s . s s
$ 153.17 s 21.w.:ie I 21,42$.21 . s 281..57 I 28.57
s 1.23 s 233 .17 s 237.71
s 1.24 s ffl.113 s 238.61
s 1.42 s 2811.17 s 27U2
s 157.17 I 29,IIUO s 30,481.10
TOTAL $ 30 466.10
TOTAL SILF -S--50'---'".9""5-+-$.,..--~30-=-"='468-.,::,10:ci
o~91na1s11.F l-'-s ___ .. __ o_.o __ o-+-s'--___ ... 2_3. __ 92_0_.00.,.,.-.i
TOTAL $ 6.548.10
Permanent Fence Estimate
Date Estimate#
2030 South Nursery
Irving, TX 7S060 WBE Cert# WFWB37703N0609 10-1-09 954241
Phone: 214-492-1005
Fax: 214-492-1324
www.universalfencecompany.com
Name -Address
McCarthy Construction
Attn: John Frazier
Phone : 817-560-3740
Fax: 817-560-3727
Description
Change Order Request #1:
*Revised*
Shio To
Westside Water Treatment Plant
Fort Worth, TX
Bid Produced By: Casey Lipham
Qty Plf Total
·-···-----........ ..,..,.._ .. ,.,,.__ ....•.... •-·-•.A.,,.,.. . ...-.-.. -,.-· r-·•·t r---···· ·•• • ••·•••···----·-·--·--·-·· • ·, .,. ··:· '-·,.,1~~.:. ••• ,1 .. ,.·.a· ... r..-,-~-~-·
Additions:
Add Bottom Rail to 8' Fence Per Provided Drawings.
Breakdown:
-Additional Materials: $5,459.48
-Labor: $3,000.00
-Profit and Overhead: $1,268.92
Notes: This price is in addition to the original $21.00
PLF originally quoted for the 8' fence . Total cost of
the 8' fence installed in the low water crossings would
be $21.00 + $16.27 = $37.27 PLF. Price takes into
account all additional materials and labor required to
install the fence into existing rock base and includes
clean up of all excavated dirt. Universal assumes that
we will be able to drive our skid steer over the existing
rocks to drill post holes and deliver concrete.
All underground utilities must be marked prior to installation ..
All rootai=e Is approximate and will be verified upon installation
and billed accordingly based on a per linear foot price.
Customer Signature------------
598 LF $16.27
Subtotal :
Sales Tax (8.25%)
Total
This bid is only valid 9(} days.
Thank you for choosing Universal Fence Company, Inc.
$9,729.46
$9,729.46
$ Exempt
$9,729.46
Westside WWTP
r 3ln Link Material Oriainal -=-a_ Tall Chain Link Fence (9 guageCore 6
g u age finish) Extruded Bonded Black Vinyl
Coated 600
Posts and Fittings
3" X 13 Sch40 Posts
3" X 11 Sch40 Posts 4
3" Dome Caps 4
3 " Tension Bands 28
3 " Brace Bands 32
2 1/2" X 12 Sch40 Posts
2 1/2" X 11 Sch40 Posts 57
2 1 /2" Brace Bands 8
2 1 /2" Looo Caos 57
2 1 /2" Line Rail Clamps
Top/ Brace Rail and Fittings
1 5/8" x 21' Sch40 Top Rail 798
1 5/8" Too Rail Sleeves 30
1 5/8" 2 Hole Rail Ends 12
Tension Wire I Barb Wire
6 ~auae Coiled Tension Wire 2 -. . .3auge Steel Hog Rinas 400
Nuts and Bolts / Fence Ties
5/16" x 2 1/2 " Nuts and Bolts 100
3/8" x 2 1/2 11 nuts and bolts
8 1/2" 6 Gauge Steel Fence Ties 440
6 1/2'.' 9 Gauae Steel Fence Ties 550
Tension Bars / Truss Rods
8' Tension Bars 8
Truss Rods 8
Truss Rod Tightener 8
Concrete
Mix on Site Concrete 1
GroundinQ Eouipment 6
Eyebolts bouQht for Mow Strip 300
New
14
14
224
118
57
64
57
798
138
400
200
60
550
28
28
28
Original New
Unit Price Total Total
$5 .05 $3,030.00 $0.00
$55.25 $0.00 $773.50
$46.75 $187 .00 $0 .00
$2.46 $9.84 $34.44
$1.30 $36.40 $291.20
$1 .21 $38.72 $142 .78
$36.00 $0.00 $2 ,052.00
$33.00 $1,881.00 $0 .00
$0 .69 $5.52 $44 .16
$1.90 $108.30 $0 .00
$0.00 $0.00
$1..68 $1 ,340.64 $1 ,340 .64
$1 .70 $51 .00 $0 .00
$1.45 $17.40 $200 .10
$41.40 $82.80 .$0 .00
$0.04 $16.00 $0 .00
$0 .26 $26.00 $104.00
$0 .33 $0.00 $66.00
$0 .10 $44.00 $6 .00
$0.05 $27.50 $27.50
$4 .09 $32.72 $114 .52
$8.04 $64.32 $225.12
$1 .34 $10 .72 $37 .52
$1,030.00 $1,030.00 $0 .00
$60.00 $360.00 $0 .00
2.5 $750.00 $0 .00
Totals $9. 14e.aa I $5,4ss.4a I
OFFICIAL RECORD
CITY ECRETARY
W RTH TX
M. Hanna Construction Co ., Inc.
P. 0 . Box296
Sulphur Springs, TX 75483
Ph : (903) 885-em
To: John Frazier
McCarthy Building Company
Description : 3x6 RipRap install@ Fence
Change Request I
Number: 1R
Date: 9/16/09
Job: 09-0972 Westside Treatment Plant -FTW
Phone:
We are pleased to offer the follOINing specifications and pricing to make the following changes :
Cut slopes at 45 Degrees at end areas of nfm fence
Remove 6" of dirt and hau l to topsoil stock pUe 6" outside fence line to 1 OLF Inside fence line for full width of fence areas that were left
oul
Place filter fabr ic at bottom of 6" cut
Place 6" of rock from onsite cuts
Note:
1. We will make every attempt with In reason to meet the 3x6 size with the onslte material, however we can not guarantee we will meet
it exactly
~-'2 :There·aretiine constraints ror"this pricing. tfie onsrte marenans scneoureatooenauleaoff, a·nd we "will proceed'Wlth tlils haot orr-
unless directed In writing.
The total amount to provide this work is ................................................................................................. . $7,245 .00
The schedule is not affected by this change .
If you have any questions, please contact me at 903-885-6772
Submitted by : Michael Cervantes Approved by : ---------------
M. Hanna Construction Date: ---------------
Cc:
Page 1 of 1
M§CARTHY
Westside WTP
Project # 002012
12200 Old Weatherford Rd
Fort Worth, TX 76108
Submitted To
Black & Veatch International
John Boss
100 E 15th St.
Suite 600
Fort Worth, TX 76102
Subjec::t:
Discipline:
Category:
Reason:
Question
Fence Crossings at Wet Weather Creeks
Civil
Clarification
Request For Information
Tel:
Project RFI #: 1
Date Created: 08/04/2009
Priority: High
Fax:
Answer Required By: 08/11/2009
Submitted By
McCarthy Building Companies, Inc.
Gisel DelaOrta
12200 Old Weatherford Rd
Fort Worth, TX 76108
Initiated By: McCarthy -John Frazier
RefRFI:
Existing conditions and future grading plans for the site maintain drainage profiles that will fill with water
during rain events both in and outside of the property fence locations. These rain events will convey
enough water through the property that will potentially cause damage to the pennanent chain link fence if it
is installed per the current plans. Per our conversations and as referenced in the return of submittal 02830-
01-0, McCarthy requests for an alternate design to be issued for Implementation at these locations.
Currently, there are two (2) locations at the north chain link fence line, two (2) locations at the west chain
link fence line, and potentlaUy one (1) location at the south ornamental fence line. Per the comments by
COM on the referenced submittal, McCarthy will proceed with permanent chain link fence installation up to
these locations and will proceed with surveying for profiles at these areas to be submitted for reference.
Answer Date Answered:
Refer to attached memorandum response.
Architect/Engineer Signature
By: C. Bartruff oate:. __ 9_-2_-_2_00_9 __
Consultant:
Pr1n1ac1 On: 11412001 Page1of1
...
CDM
Memorandum (Email)
To:
From:
Date:
John Boss
Black & Veatch.
Chad Bartruff (TX #91688)
CDM (F-3043)
September 2, 2009
Subject: Westside WTP Project
Request for Information No. 1 (RFl-001)
Fence Crossings at Wet-Weather Channels
As noted in the RFI-001 submittal, the Westside WTP fence layout crosses existing natural
drainage channels in several locations. Following site grading modifications as part of this
project, all of the channel crossings will remain unchanged.
A site hydraulic drainage evaluation was performed during design to determine potential
runoff that will be conveyed in the drainage channels. This evaluation included runoff
calculations for adjacent properties as undeveloped areas, the developed Westside WfP
site for this project, and the assumption of 25-yr, 50-yr and 100-yr storm events. Using
information from the evaluation, approximate drainage channel water depths were
determined.
Based information from the above items, it was determined that fence modifications will be
required at specific locations when crossing the drainage channels. The fence shall be
modified as follows:
• Fence shall transition, at nearest line posts to the stations noted, from having a bottom
tension wire as shown in Detail EF / CZ-5 to having a bottom bar with wire fasteners at
18-inch intervals. Install tension posts as required at fencing transitions.
• Bottom bar shall be installed to provide approximately 6-inches of clearance above
grade.
' . .
John Boss
September 2, 2009
Page2
• Delete concrete mow strip between sections with bottom bar, remove approximately
6-inches of soil from property line to 10-ft within the fence line at a width matching
the transition posts, lay and anchor filter fabric per Section 02271, and place 3-inch to
6-inch diameter rock/ crushed concrete over entire excavated area at depth to match
excavation.
Refer to that attached Figure No. 1 for the following locations of fence modification:
North Fence Line:
West Fence Line:
Sta 7+30 to 7+55 -'?.~Lr-
Sta 1+35 to 1+65 -3o I.F'
Sta 6+95 to 8+55 -It."/. I"'
Sta 1+25 to 1+75 -s°l1 Lr;
cc: Chris Harder (FWWD)
Danny Shannon (CDM)
Gil Barnett (CPY)
File: 62142-9.05
PLAN
Not1DScale
December 10, 2009
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn.: Mr. John Boss
FORT WORTH
WESTSIDE WATER TREATMENT PLANT PROJECT
RE: CPR-02, Ozone Building Roof Joist Modification
Dear Mr. Boss:
I have reviewed CPR-02, consisting of a revision of the roof joist from a 24" depth joist to a 30"
depth joist.
The roof joists for the ozone/chemical building were called out in the plans as type "24kl 2" steel
joists. In RFI #8, the steel fabricator requested that the size of this joist be evaluated . Further
analysis has revealed that tltis joist was undersized , and needed to be specified as "30kl2".
There are a total of twenty four roof joists in this building that will need to be upsized.
The Fort Worth Water Department concurs with the recommendation of Black & Veatch to
accept this contract modification . Total cost for the proposed change amounts to $1,396 .57, with
no additional contract time requested . This change will be incorporated into Change Order # I to
the contract.
Should you have any questions, please contact me at 817-392-8293 .
Sincerely,
Chris Harder, P . E.
Engineer
Xe: Danny Shannon, P .E ., COM
Project File
WATER DEPARTMENT
PRODUCTION 0MSI0N
THE CITY OF FORT WORTH * 1511 11TH AVENUE * FORT Wolmi, TEXAS 76102
(817) 871-8258 * FAX (817) 871-8410
0 Printed on recycled paper
'=11 BLACK & VEATCH
~. Building a world of difference;
November 23, 2009
C_ity of Fort Worth
Water Engineering Department
1511 11th Avenue
Fort Worth, TX 76102
ATTN: Mr. Chris Harder, P.E.
RE:
Dear Mr. Harder:
Westside Water Treatment Plant
Project No. P262-607540045683
CPR#2
Transmitted herewith please find four copies of McCarthy's change proposal request for the
referenced extra work. Black & Veatch has recommended the total change order amount of
$1,396.57. Please review the request, and ifit is acceptable, have it executed.
Sffi=~
John Boss
WESTSIDE WATER TREATMENT Pl.ANT 12200 OLD WEATHERFORD ROAD FORT WORTH , TEXAS 76108 www.mccarthy.com
MAILING ADDRESS : P. 0. BOX 122419 FORT WORTH , TEXAS 76121 PHONE (817) 560-3740 FAX (817) 560-3727
November 20, 2009
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn: Mr. John Boss
Re: Change Proposal Request #2
Westside Water Treatment Plant
P262-607540045683
Mr. Boss,
Please find attached CPR #2 pricing for changes made to the project by RFI #8.
Please do not hesitate to contact me with any questions or concerns.
John Frazier
Project Manager
McCarthy Building Companies, Inc.
CC: Paul Laufer -Project Manager
Steve Gotschall -Project Director
Jerry Mayer-Project Director
File
ENC: CPR#2
-·---~ ... _. ·-.-,----·--,----
Project Name: Westside Water Treatment Plant
Project No. : 002012 .000
CPR# 0002
Date : 11/19/2009
Architect's Project No.:
Cost Issue Ref # : 2
Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This
document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to
schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy
Building Companies, Inc . will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has
been fully executed .
DESCRIPTION OF THE PROPOSED CHANGE:
RFI #8 -Insufficient Joist Size
SCOPE:
Referece RFI #8
Joist size for the Chemical/Ozone Building roof is noted on plan sheet SE-5 as 24K12 . This joist size should be revised to 30K12 .
REFERENCE:
Pricing Details
Company Name
Beck Steel Inc
McCarthy Building Companies, Inc .
BY~
Date~ • I
Description
Upsize Joist
Subcontractor Bond
General Liability
Builders Risk
Project Bond
CO Fee (Sub Work)
CO Fee (McCarthy Work)
Net Amount of This Proposed Change
Net Change in Calendar Days Due to This Proposed Change
D Schedule impact to be evaluated at a later date .
Amount
1,226.00
13.49
10.90
10 .98
12 .60
122 .60
0 .00
1,396.57
0
City of Fort Worth Water Department
Accept Accept
Do Not Accept Do Not Accept
BY : BY :
Date : Date :
Printed On : 11/19/2009 09 :28 :44 AM Page: 1 of 1
11/1W20QI
w-w111rT..-1P1an1
P2112-e0754004aea
follWoltl,T-
DUCM'TlON
,--. -•-24K12~-~-1n•aoK12
McCarthy Building Companies, Inc.
Westside Water Treatment Plant
LABOR BURDEN :
TAX:
FUEL.otl.PARTS:
OWRTIME FACTOR:
QTY UOM I
I
1.00 LS
65 .00%
8.75%
0.00%
10.~
TAKE-OFF DATE:
REVl8KlN DATE :
ReV1IIION TIME:
WORK CATEGORY:
< MANUAL INPUT UNIT/CREW COIT>
L8R I MTl I ECIM I
I
IU8
1
T
r
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• l •
' ' I
l • • • ' I
I • I
l • I • •
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I • •
SUBTOTAL
FUEL, Oil, & PARTS: 0.00% OF I I OFEQM
OVERTIME FACTOR : 10.00'll OF I I . OFLBR
LABOR BURDEN : 55.00'll OF I I OFLBR
TAX: 8.7~ OF • I OFMTUFUEL
SUBTOTAL
I GC 15.00'll •
SUb1 10.00'll
Mile 0.00% • SUBTOTAL I
SUbconnctorBond 1.0000% ,,......,,.,. O.IIOOO'll I
BU-.Rlak 0.3100% • AdcHonal Bond Pr9mlum 0.9108% I
Tot.I '
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beer slee inc
September 9 , 2009
McCarthy Building Companies Inc .
12200 Old Weatherford Road
Ft Worth . TX 76108
(817) 560-3740
Attention: Gisel De La Orta
Reference. Westside WTP , City of Ft Worth
Gisel.
Please find below our estimated cost associated with scope changes as a result of RFI #08 which changed
Jo ist size .
The scope of the change is as follows . Upsize joist due to insufficient joist size and joist load .
Total Material Costs (Taxes Incl.):
15% Profit:
Total Field Cost per Attached :
5% OH&P
Subtotal
Bond Cost
Total Change Order Request:
Requested Change in Subcontract Time due to this change (Calendar Days)
$1 ,058
S159
$0
$0
$1 .217
$9
$1,226
0
The requested extention to the Subcontract Schedule reflects Q additional days for fabrication and Q for
installation .
We await written acceptance of pr iciny and notice to proceed Do not hesitate to call with any questions you
might have regarding this proposal
Best Rega rds .
!<'~~
Randy Youngljlp
Project Manager
Beck Steel Inc .
..
-·--·--------------·-----------.. ·-------·
Westside WTP
Project# 002012
12200 Old Weatherford Rd
Fort Worth, TX 76108
Submitted To
Black & Veatch International
John Boss
1 00 E 15th St.
Suite 600
Fort Worth, TX 76102
Subject:
Discipline:
Category:
Reason:
Question
Insufficient joist size and joist load
Structural
Clarification
Request For Information
Project RFI #: 8
Date Created: 08/24/2009
Priority: Normal
Tel : 817-560-3740 Fax: 817-560-3727
Answer Required By: 08/31/2009
Submitted By
McCarthy Building Companies, Inc.
Gisel DeLaOrta
12200 Old Weatherford Rd
Fort Worth , TX 76108
Initiated By: Beck Steel -Randy Young
Ref RFI: 003
1. Reference SE-5 . The 24 joist marked 24K12 in the roof plan exceed the depth to span ration permitted in
SJI specification 5.2 for K-series joist and 104.2 for LH~series joist. Please provide new joist designation.
2 . Reference SD-7 and 2/SD-30. Please provide loading at the end of the joist shown in section 2/SD-30.
Answer Date Answered:
1. Refer to CDM's response regarding the joist sizes on SE-5.
2. See the attached hand sketch for the vertical load on the joist tail
in Section 2/SD-30. The load shown is for the dead load of the brick
veneer, metal studs and miscellaneous metal framing. All other loading
on the joists shall be as specified by the contract documents.
CNS/JQD 08/26/09
Architect/Engineer Signature
By : _________________ _ Date : _______ _
Consultant:
Courtesy Copies
Company Contact
McCarthy John Frazier
McCarthy Paul Laufer
Josh Trice
Printed On : 8/24/20011 Page 1 of 1
CDM
Memorandum (Email)
To:
From :
Date:
John Boss
Black & Veatch.
Chad Bartruff
COM
August 27, 2009
Subject: Westside WTP Project
Request for Information No. 8 (RFl-008)
Insufficient Joist Size and Joist Load
Regarding Items No. 1 and No. 2 as noted in RFI-008:
1) Joist size for the Chemical/Ozone Building roof is noted on plan sheet SE-5 as
'24K12'. This joist size should be revised to '30K12'.
2) Refer to the attached response from Jaster-Quintanilla
cc: Chris Story CTQ)
Bow Lin (CDM)
File: 62142 -9.05.01
RFI_D08 Insufficient Joiat Size and Joill Load-RESPONSE .doc
•• JASTER.-QUINT.A "11LLA DALLAS, LLP
ENGINEERS
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STANDARD LOAD TABLE/OPEN WEB STEEL JOISTS, K-SERIES Based on a Maximum Allowable Tensile Stress of 30 ksi .r Joist Oesianatlon 24K4 24K5 24K6 241<7" 24K8 24K9 24K10 24K12 Depth (In.I 24 24 24 24 24 24 24 24 Approx. Wl /lbs./11.l 8.4 9.3 9.7 10.1 11.5 12.0 13.1 16.0 Span(ft.) + 24 520 550 550 550 550 550 550 550 516 544 544 544 544 544 544 544 25 479 540 550 550 550 550 550 550 456 511 520 520 520 520 520 520 26 442 499 543 550 550 550 550 550 405 453 493 499 499 499 499 499 27 410 462 503 550 550 550 550 550 361 404 439 479 479 479 479 479 26 381 429 467 521 550 550 550 550 323 362 393 436 456 456 456 456 29 354 400 435 485 536 550 550 550 290 325 354 392 429 436 436 436 30 331 373 406 453 500 544 550 550 262 293 319 353 387 419 422 422 31 310 349 360 424 468 510 550 550 237 266 289 320 350 379 410 410 32 290 327 357 397 439 478 549 549 215 241 262 290 318 344 393 393 33 273 308 335 373 413 449 532 532 196 220 239 265 289 313 368 368 34 257 290 315 351 388 423 502 516 179 201 218 242 264 286 337 344 35 242 273 297 331 366 399 473 501 164 184 200 221 242 262 308 324 36 . 229 258 281 313 346 377 447 487 150 169 183 203 222 241 283 306 37 216 244 266 296 327 356 423 474 138 155 169 187 205 222 260 290 38 205 231 252 281 310 338 401 461 128 143 156 172 189 204 240 275 39 195 219 239, 266 294 320 380 449 118 132 . 144 159 174 189 222 261 40 185 208 227 253 280 304 361 438 109 122 133 148 161 175 206 247 41 176 198 21!1 241 266 290 344 427 101 . 114 124 137 150 162 191 235 42 168 189 206 229 253 276 327 417 94 106 115 127 139 151 177 224 43 160 180 196 219 242 263 312 406 88 98 107 118 130 140 165 213 44 153. 172 187 209 23f· 251· 298 387 92 .::·· 01311 82 · .100., . 110 121 154 199 45 148\ 164 . " 179 · '-1~. . 220, 24.0''.' 285 370 76 86' 93-. .103 ,.· . 11'3' '' 122·· 144 185 46 139 157:_; •; 171 191 ,. 211 230 272 354 71-80. · · 87 97 ·. 106,·. 114· 135 174 47 133. , 150 154 ' . 183t . 202 . 220 261 339 st·. 75·,. ". 90'Y, .. 82, • 99 107 126 163 48 126,· .. 144 · 157' 175· , 194;, 211· 250 325 63 .. . . 85 70 77 , 93· 101 118 153 49 50 51 52 Z.C/ Toi,/ -:fo,,li -'l'd1 sp~:, 7,,1,f t,,.,fJ. -; 1,1s1. ,,:-(J, IS't I.F X "''JltFr-,e, 1/S? 1's • { I, If z tF ){J:t' /1,(/IF) : zo, "Z?S' "'I 52 I, s t/'J /Js ~"""" 26K5 26 9.8 542 535 502 477 466 427 434 384 405 346 379 314 356 285 334 259 315 237 297 217 280 199 265 183 251 169 238' 156 227 145· 215 134 205i 125. 196· 116' 187'" 108'' . I '179."c 101,< 171. 95 164'.' ·. 89.! 157 83 150: 78. 144 73 139. 69 133 65 26K6 26K7 26K8 26K9 26K10 26 26 26 26 26 10.6 10.9 12.1 12.2 13.8 550 550 550 550 550 541 541 541 541 541 547 550 550 550 550 519 522 522 522 522 508 550 550 550 550 464 501 501 501 501 473 527 550 550 550 417 463 479 479 479 441 492 544 550 550 377 417 457 459 459 413 460 509 550 550 341 378 413 444 444 387 432 477 519 549 309 343 375 407 431 364 406 448 488 532 282 312 342 370 404 343 382 422 459 518 257 285 312 338 378 323 360 398 433 501 236 261 286 310 356 305 340 376 409 486 216 240 263 284 334 289 322 356 387 460 199 221 242 262 308 274 305 337 367 436 184 204 223 241 284 . 260 289 320 348 413 170 188 206 223 262 .. 247 275 304 331 393 157 174 191 207 243 235 262 289 315 374 146 162 177 192 225 224· 249 275 300 356 ,. 136 150 164 178 210 • 213 238 263 286 339 126 140. 153 166 195 .204 227 25:1 .: 273; 324 \ 118. . . 131 143. . 155 .. 182 :_ 194. . '217. 240' · 261 310 ~1'0 : 122 133 145 170 . 186 207 229· 250 296 ~ 103·· 114 125 135' 159 '. 178 c 199' · · 219 · 239. 284 , 11'7· ,. 127 96., 107 149 .. :17t· ·, 190,. 210 · ·. ~9 272 90 100 110 119 140 164~ 183. 202 220 261 85 94 103 112 131 157 175 194 211 250 80 89 97 105 124 151 168 188 203 241 75 83 91 99 116 145 182 179 195 231 71 79 86 93 110 '/,of6/,,sy3 I~ :") I, o, ~-:r I If, 26K12 26 16.6 550 541 550 522 550 501 550 479 550 459 550 444 549 431 532 404 516 378 501 356 487 334 474 315 461 299 449 283 438 269 427 256 417 244 407 232 398 222 389 212 380 203 369 192 353 180 339 169 325 159 313 150 301 142
'' ' STANDARD LOAD TABLE/OPEN WEB STEEL JOISTS, K-SERIES -Joist 28K8 28K7 28K8 28K9 28K10 281<12 30K7 30K8 30K9, 30K10 30K11 30K12 Desio nation Deoth lln.l 28 28 28 28 28 28 30 30 30 30 30 30 Approx. Wl 11.4 11.8 12.7 13.0 14.3 17.1 12.3 13.2 13.4 15.0 16.4 17.6 llbs./ft.\ Span (ft.) t 28 548 550 550 550 550 550 541 543 543 543 543 543 29 511 550 550 550 550 550 486 522 522 522 522 522 30 477 531 550 550 550 550 550 550 550 550 550 550 439 486 500 500 500 500 543 543 543 543 543 543 31 446 497 550 550 550 550 534 550 550 550 550 550 397 440 480 480 480 480 508 520 520 520 520 520 32 418 466 515 549 549 549 501 549 549 549 549 549 361 400 438 463 463 463 461 500 500 500 500 500 33 393 438 484 527 532 532 471 520 532 532 532 532 329 364 399 432 435 435 420 460 468 468 468 468 34 370 412 458 496 516 516 443 490 516 516 518 516 300 333 364 395 410 410 384 420 441 441 441 441 35 349 389 430 468 501 501 418 462 501 501 501 501 275 305 333 361 389 389 351 384 415 415 415 415 36 330 367 406 442 487 487 395 436 475 487 487 487 252 280 306 332 366 366 323 353 383 392 392 392 37 312 348 384 418 474 474 373 413 449 474 474 474 232 257 282 305 344 344 297 325 352 374 374 374 38 296 329 364 396 461 461 354 391 426 461 461 481 214 237 260 282 325 325 274 300 325 353 353 353 39 280 313 346 376 447 449 336 371 404 449 449 449 198 219 240 260 306 308 253 277 300 333 333 333 40 . 266 297 328 357 424 438 319 353 384 438 438 438 183 203 222 241 284 291 234 256 278 315 315 315 41 253' 283 312 340 404 427 303 335 365 427 427 427 170 189 206 224 263 277 217 238 258 300 300 300 42 241 269 297 324 384 417 289 320 348 413 417 417 158 175 192 208 245 264 202 221 240 282 284 284 43 230 . 257 284 309 367 407 276 305 332 394 407 407 147 163 179 194 228 252 188 206 223 263 270 270 44 220 245' •. 271 295 350 398 263 ,. 291 317 376 398 398 137• ., 152'' I'· .. 167 181 212 240 . 176,: 192 208 245 258 256 45 · 210;·, 234'. 259. 282•'' •, 334 369 •. 251.f , . 278., 303·,, 359 389 389 126' .. / 142.f ,• 156 ',' 169' 198 229 · 164. ." 179 . 195 .. 229 246 246 46 . 201 224 248 27Q.\ 320 380 24:1 . 266 290, : 344 380 380 120 · 133'. 146'· 158 ' 186 219 ,15'3-f' . '.168, .. 1'8'2 ;i' 214 236 236 47 192:, 214·· 237· . : 258" ·" 306 372 ,V, 230'' '. .• · 255'"' 277~· · 329 372 372 112 125,' 174 ,. •' .. ), ·: :1st , :' ·111' c.! . 201 226 226 136' , 146 · 210 '144,:"' 48 184 206 227, · 247 294 365 .: 221·,,: ,;, 244, .. 26~:~,c 315 362 365 105 117 128 139: 163 201 • 135·· ' 148 . 160, 188 215 216 49 177 197 218 237 282., 357 212. 234 255 , 303 347 357 99 110 120 130 153 193 .' • 127, ,;,. 139 150 177 202 207 50 170 189 209 228 270 350 / 203\ 225. .· 245, 291.,· 333 350 93 103. 113 123· . 144 185 119.~ · 130 141 '. 155; 190 199 51 163 182'.. 201· 219 260 338 195.' 216 235. 279 320 343 88 97 106 115 136 175 11·2,. 123. 133'' .-157 179 192 52 157 175 193 210. 250 325 188'.. 208 . 226 266-· 308 336 83 92 100 109 128 165 106. 116 126 148 169 184 53 151 168 ' 186 203 240 313 181' 200 · 218 258' 296 330 78 87-95 103 121 156 100 109. 119 140 159 177 54 145 162; . '. 179 195 •. 232 . 301 174 ,. 192 209 249-285 324 74 82 89 · 97 114 ·~ .. 147 94 103 112 132 150' 170 55 140 158 173' 188· 223:, .. 290 ; 1681: " 185' 202 240'. 275 312 70 77 85 92 108' ' 139 · 89 98· · 106 125 142 161 58 135, 151. · 168, 181 215. '280 1e2·,.: . ' 179 195 231; · 265 301 66 73 80 · 87 ·. 102 . 132 84 92 100 118 . 135 153 57 156,· 173' · ., 188 ,, ,,:·~.· 2se·,• 290 so· 88. ·' 95· · ' 112 · 128 145! 58 151 167 181· 215· 2'47, 280 76 83 90 106 121 137 59 148 161 175 208 239 271 72 79 86 ' 101 115 130 60 141-158 169 20F' 231 · 262 -' 69" , .. 75 ., ,•;,· 81' '·' '. 96~ 109 ' 124. • 53
November 2, 2009
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 7 6108
Attn.: Mr. John Boss
fORTWORTH
WESTSIDE WATER TREATMENT PLANT PROJECT
RE: CPR-03, Mitsubishi Electric Purchase Order Language
Dear Mr. Boss:
I have reviewed CPR-03, consisting of adding the following language into the
construction contract:
McCarthy Building Companies, Inc. ("McCarthy') and Mitsubishi Electric Power
Products, Inc. ("Mitsubishi") have contractually agreed in Purchase Order No. __ _
dated ("the Purchase Order") that, exclusive of and in addition to the
contractually required insurance coverages, Mitsubishi's liability to McCarthy foe
goods and services provided under the Purchase Order is limited to 1.5 ( one and one-
half) times the total of the Purchase Order or $3,688,500.00, whichever is less.
Further, the City of Fort Worth ("Owner'') and McCarthy agree that McCarthy's
liability to the Owner, for the goods and services provided by Mitsubishi to McCarthy
under the Purchase Order, exclusive of and in addition to the contractually required
insurance coverages of City Secretary No. 38806, will be limited to 1.5 (one and one-
half) times the total of the Purchase Order or $3,688,500, whichever is less.
This language was developed with input from both the City of Fort Worth and McCarthy
Building Company attorneys. The Fort Worth Water Department concurs with the
recommendation of Black & Veatch to accept this no-cost contract modification. This
change will be incorporated into Change Order # 1 to the contract.
Sincerely,
Cl/./~~
Chris Harder, P. E.
Engineer
Xe: Danny Shannon, P .E., CDM
Project File
WATER DEPARTMENT
PRODUCTION DMSION
Tut Crrv OF FORT WORTH * 1511 11TH AVENUE * FORT WoRTit, TEXAS 76102
(817) 871-8258 * FAX (817) 871-MlO
O Printed on -,.cled paper
. '
. If~ BLACK & VEATCH
• Building a world of difference':
October 20, 2009
City of Fort Worth
Water Engineering Department
1511 11th Avenue
Fort Worth, TX 76102
ATTN: Mr. Chris Harder, P.E.
RE: Westside Water Treatment Plant
Project No. P262-607540045683
CPR#3
Dear Mr. Harder:
Transmitted herewith please find three copies of McCarthy's change proposal request for the
referenced additional language agreed upon in the Contractor's Purchase Order. Black & Veatch
has recommended that the revised Purchase Order be accepted. Please review the request, and if
it is acceptable, have it executed.
s· cerely,
~
., .
Project Name: Westside Water Treatment Plant
Project No. : 002012.000
Change Proposal Request
CPR# 0003
Date: 10/19/2009
Architect's Project No.:
Cost Issue Ref # : 5
Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This
document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to
schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy
Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has
been fully executed .
DESCRIPTION OF THE PROPOSED CHANGE:
Mitsubishi Insurance Cap
SCOPE:
The following language, as provided by the City of Fort Worth, was added to the Purchase Order issued to Mitsubishi, by
McCarthy, capping liability coverage for the Ozone System. Mitsubishi is an Owner Selected Equipment Supplier that required
the liability cap language be added to the Purchase Order prior to executing the Purchase Order between McCarthy and
Mitsubishi. The following language, as provided by the City of Fort Worth, is to be added to the contract between McCarthy and
the City of F_ort Worth. The change Is in reference to Purchase Order 2012-070 dated 7-16-2009.
"McCarthy Building Companies, Inc. {"McCarthy") and Mitsubishi Electric Power Products, Inc. ("Mitsubishi") have contractually
agreed in Purchase Order No. , dated ("the Purchase Order") that, exclusive of and in addition to the
contractually required insurance coverages, Mitsubishi's liability to McCarthy for goods and services provided under the Purchase
Order is limited to 1.5 (one and one-half) times the total of the Purchase Order or $3,688,500.00, whichever is less.
Further, the City of Fort Worth ("Owner") and McCarthy agree that McCarthy's liability to the Owner, for the goods and services
provided by Mitsubishi to McCarthy under the Purchase Order, exclusive of and in addition to the contractually required insurance
coverages of City Secretary Contract No. 38806, will be limited to 1.5 (one and one-half) times the total of the Purchase Order or
$3,688,500.00, whichever is less. •
REFERENCE:
Email from Chris Harder (City of Fort Worth) to Steve Gotschall (McCarthy) dated 10/15/09
Pricing Details
Company Name Description
McCarthy Building Companies, Inc.
_ Accept
BY: ,;p~
Date: I o/l'f b«:fl
_ Do Not Accept
~::.t}4mi~
***** No Data Found *****
Printed On: 10/19/2009 11 :54:37 AM
Amount
0.00
City of Fort Worth Water Department
Accept
Do Not Accept
BY:
Date:
Page: 1 of 1
January 14, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn.: Mr . John Boss
FORT WORTH
WESTSIDE WATER TREATMENT PLANT PROJECT
RE: CPR-04, Filter Gallery Wall Pipe Drains
Dear Mr. Boss:
I have reviewed CPR-04, consisting of the installation of 1-1/2" piping as required to
convey water from the drainage layer between the concrete slab separating the filtered
water in the flume and the settled water in the gullet, to the filter water pipe gallery sump.
The construction plans show the drainage layer, but did not show the piping to the
gallery. Each piping assembly will include a 1-1/2" stainless steel wall piece and 1-1/2"
SCH-80 PVC pipe and fittings attached to the wall with a unistrut mount, one assembly
per filter , for a total of eight piping installations.
The Fort Worth Water Department concurs with the recommendation of Black & Veatch
to accept the contract modification. Total cost for the proposed change amounts to
$4 ,954.00 with no additional time requested. This change will be incorporated into
Change Order # 1 to the contract.
Sincerely,
Chris Harder, P . E.
Engineer
Xe: Danny Shannon, P.E., CDM
Project File'
WATER DEPARTMENT
PRODUCTION DIVISION
THE CITY OF FORT WOR1lf * 1511 11TH AVENUE * FORT WORTH, TEXAS 76102
(817) 871-8258 * FAX (817) 871-8410
O Printed on recycled paper
1=11 BLACK & VEATCH a.:.. Building a world of differencl
December 21, 2009
City of Fort Worth
Water Engineering Department
1511 11th Avenue
Fort Worth, TX 76102
ATTN: Mr. Chris Harder, P.E.
RE:
Dear Mr. Harder:
Westside Water Treatment Plant
Project No. P262-607540045683
CPR#4
Transmitted herewith please find four copies of McCarthy's change proposal request for the
referenced extra work. Black & Veatch has recommended the total change order amount of
$4,954.00. Please review the request, and if it is acceptable, have it executed.
WESTSIDE WATER TREATMENT PlANT 12200 OLD WEATHERFORD ROAD FORT WORTH, TEXAS 76108 www.mccarthy.com
MAILING ADDRESS : P. 0. BOX 122419 FORT WORTH , TEXAS 76121 PHONE (817) 560-3740 FAX (817) 560 -3727
December 15, 2009
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn : Mr. John Boss
Re: Change Proposal Request #4
Westside Water Treatment Plant
P262-607540045683
Mr. Boss,
Please find attached CPR #4 pricing for changes made to the project due to RFI #45.
Please do not hesitate to contact me with any questions or concerns.
Sincerely,
~
John Frazier
Project Manager
McCarthy Building Companies, Inc.
CC : Paul Laufer-Project Manager
Steve Gotschall -Project Director
Jerry Mayer-Project Director
File
ENC: CPR#4
Change Proposal Request
CPR# 0004
Date : 12/13/2009
Project Name: Westside Water Treatment Plant Architect's Project No.:
Project No . 002012.000 Cost Issue Ref# : 6
Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This
document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to
schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy
Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed , whether or not the Change Order has
been fully executed .
DESCRIPTION OF THE PROPOSED CHANGE:
RFI 045 response - 1 1/2" Drain for 1" drainage layer at Filters
SCOPE:
Per RFI 45 Response
Provide 8 -1 1 /2" 316SST wall pipes with female thread on Filter Gallery side to drain the 1" drainage layer.
Also provide 1 1 /2" drainage piping at each filter to 12" AFF.
8 -1 1/2" x 16" 316SSTwall pipes w/ 2" x 1/4" seep ring centered , and coupling each end.
80' -1 1 /2" Sch 80 CPVC
8 -1 1/2" Sch 80 CPVC Male Adapters
8 -1 1/2" Sch 80 CPVC 90's
1 -Pint glue
1 -Pint Primer
16 -Unistrut supports per Dtl DC/MZ-4
REFERENCE:
Pricing Details
Company Name
McCarthy Building Companies, Inc.
McCarthy Building Companies, Inc .
McCarthy Building Companies , Inc.
Description
RFI 045 - 1 1 /2" DR pipe for 1" Drainage layer(L)
RFI 045 -1 1/2" DR pipe for 1" Drainage layer(M)
Subcontractor Bond
General Liability
Builders Risk
Project Bond
CO Fee (Sub Work)
CO Fee (McCarthy Work)
Net Amount of This Proposed Change
Net Change in Calendar Days Due to This Proposed Change
Schedule impact to be evaluated at a later date.
Printed On : 12/13/2009 11 : 11 :36 AM Page :
Amount
0.00
2 ,106 .00
2,116 .00
0.00
39.00
15 .00
45.00
0.00
633.00
4 ,954.00
0
1 of 2
McCarthy Building Companies, Inc.
-Project Name: Westside Water Treatment Plant
Project No. : 002012.000
McCarthy Building Companies , Inc .
BY: BY :
Accept
Do Not Accept
Date : Date :
Change Proposal Request
CPR# 0004
Date : 12/13/2009
Architect's Project No.:
Cost Issue Ref# : 6
City of Fort Worth Water Department
Accept
Do Not Accept
BY :
Date :
Printed On : 12 /13/2009 11 : 11 :36 AM Page : 2 of 2
Itemized Pricing
McCARTHY
Job: w .. calcloWTP
Daw: 1113010t Description: RFI 0045-addition of 1 1/2" SST waN pipe and flttjnga
CPt<9 • I I -I I
Man Houra Unit Costa Total Costa -Deac:nnnnn Qunatitv UOM MH/ Unlta/ Total Labor Mlrl Equip Sub Labor Mtrl EqulP Sub Una
Unh MH MH s s s s s s s s Total
11/TCP\/C 80.00 ti o.oe 6.4 19.6 4.46 125 357 s 462
1 1/T CP\/C -"""""' 8.00 .. 0 .37 2 .96 19.6 8.74 511 70 s 128
1 1/T CP\/C IO'I 8 .00 .. 0 .37 2 .96 19 .6 7.65 511 61 s 119 -·---11/T311SST-...,., 8 .00 .. 2 16 19.6 133.77 314 1,070 s 1384
Pini at--1.00 .. 0 0 9.16 9 s 9 -_., ........ 1.00 .. 0 0 9 .93 10 s 10
......,. ~-oerclolail OCIMZ-4 18 .00 .. 2 32 19.6 25 827 400 s 1,027
0 -s --0 s -·-0 .:. s -~-0 -s
0 s --0 s ·-0 s
0 ·-----· ,·-------
0 ,-----·------0 -.----·· -f--
0 -s -0 s -· 0 s -----·-0 -s . -0 s --·-
0 -s
0 s --· 0 -s --· 0 s
0 s
Total HRS 60.32 SUBTOTAL s 1182 s 1977 s s s 3,159
FUEL Oil, & PARTS: 0.00% OF s s OFEQM s -s s s s
OVERTIME FACTOR : 10.00% OF s s 1182.27 OFLBR s 118.23 s s s s 118 ---LABOR BURDEN : 55.00% OF s s 1300.50 OFLBR s 715.28 s s s s 715
CONSUMABLES 7.00% OF s s I 977.17 OF MAT s s 138.40 s s s 138
SAFETY $0.50 PER MH 60 of labor s 30.00 s s s s 30
SMALL TOOLS 3.00% OF s s 2 015.78 OFLBR s 60.47 s s s s 60
TAX: 0 .00% OF s s OF MTUFUEL s s s s s
SUBTOTAL s 2 IOll.25 • 2,115.57 s s • 4 ,222 ----
1-
_GC 15.00% s 315.94 s 317.34 s s 633 --10.00% s s s Sub, --
Mlac 0.00% s s s s s
SUBTOTAL s 2422.19 s 2 432.91 s s s 4855 --Subcontractor Bond 1.0000% s s ·-------Insurance 0.8000% s 19.38 s 19.46 s s s 39 -~--Buildera Risk 0 .3100% s 7.57 s 7.80 • s s 15 ·--· Additional Bond Premium 0.9108% s 22.30 s 22.40 s s s 45
-·---1---·--
Total s 2,471.44 s 2,482.37 s s $ 4,954 --·----TOTAL $ 4,954
astt1• lighting> e/ec~rical > energy
• • ••• technology> signs
FACUTY SOLUTIONS GIIOUP
RECAP SHEET
C.0.#1 RATE HOURS
LABOR-{ELECTRICAL)
FOREMAN STRAIGHT TIME $30.00 $
FOREMAN OVER TIME $45.00 ~ $
JOURNEYMAN STRAIGHT TIME $25.00 $:.I (121.00J $
JOURNl:YMAN OVER TIME $34.50
HELPER STRAIGHT TIME $17.00 (363.00) $
HELPER OVER TIME $25.50 $
$
$
$
LABOR TOTAL-$
MATERIAL TOTAL $
BURDENS-(38% OF LABOR) $
SUBTOTAL-$
$
TOTAL· $
TOTAL
-
-
(3 025.001
(6,171.00)
-
---
(9,198.001
(17,551.00}
(3 494.48}
(30,241A8}
-
(30.241AI)
ast(£ lighting> electri cal > energy
• • ••• technology> signs
l"ACILITY SOLUTIONS GROW"
C.0.#1 PRICING SHEET
;Di:5(.;. IQUAN. IMATUNll IMAl E~l. II -~ .... ft. UNll
DELETE MANHOLE-8'X10' 2 $(8,000 .001 $ (16,000.001 (8.001
DELETE FOR INSTALLATION-1600' $ (1 .011 $ (1,616.001 (0.281
OF 4-6" SCHED.40 CONDUIT $ -
$ -
DELETE 4" LONG RADIUS-8 $ -(2.501
SCH . 40 90 DEGREE FITIING-$ -
LABOR ONLY $ .
DELETE GRAVEL CCU YARDS} 2 $ {15.001 $ {30.00)
$ -
ADD SAND PER RFI Response 10YDS $ 9.50 $ 95 .00
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
TOTAL• ${17551.001
..
!L,.A~n"':, 1:AT,
(16.001
l44B .OOJ
(20.001
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00-
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
(4&4.001
Westside WTP
Project# 002012
12200 Old Weatherford Rd
Fort Worth, TX 76108
Submitted To
Black & Veatch International
John Boss
100 E 15th Sl
Suite 600
Fort Worth , TX 76102
Request For Information
PROJ RFI #: 29
Date Created: 10/12/2009
Priority: Nonna!
Tel: 817-560-3740 Fax: 817-560-3727
Answer Required By: 10/19/2009
Submitted By
McCarthy Building Companies, Inc.
J. Tristan Zamora
PO Box 122419
Fort Worth, TX 76121
Subject: Manholes HVMH-6, HVMH-7 no-installation confirmation.
Discipline: Civil Initiated By: McCarthy - J. Tristan Zamora
Category: Bldg Enclosure Ref RFI:
Reason: Plans/Specs Discrepancy
Linked Drawings & Specs
Numbw Title
ARE.A 5 SITE PLAN
Attachments
Type
Text
Question
Name
M11nhalea HVMH-6 , HVMH-7 no-
lnslllllation confirmaMon.
Notu
Description Conl8nt
Manholes HVMH-6, HVMH, 7 no-lnstal11Uon
conllrmaUon .
Per the attached email from Ralph Schroeder of Oncer, Oncer does not require the installation of manholes
HVMH-6 and HVMH-7. Please confirm that these manholes do not need to be installed.
Answer Date Answered:
HVMH-6 can HVMH -7 be removed from the proj ect scope based on Oncor recommendations and requirements . Coordinate deletion of HVMH's
and all related appurtenances with Construction Manager.
Architect/Engineer Signature
By: _________ 01_a_d_Ba_rt_ru_ff_,_P_.E_. _c:::'l:J?~ Date: ____ 1_0_-1_9-_200_9_
Consultant:
Courtesy Coples
Company
MW8
Prinlld On: 10/12/2DOI Page 1 ol 1
Zamora, Jesus
Zamora, Jesus From:
~ent: Monday, October 12, 2009 9 :06 AM
Zamora, Jesus
->Ubject: Manholes HVMH-6, HVMH-7 no-installation confirmation.
From: Frazier, John
Sent: Wednesday, October 07, 2009 11:36 AM
To: Shannon, J. Danny; Chad Bartruff (bartruffcd@cdm.com); John Boss (bossjf@bv.com); Harder, Christopher
Cc: Frazier, John; Laufer, Paul; Gotschall, Steve; Jerry Bevers
Subject: FW: Westside WTP Service
Gentleman,
Per your request, this is the forwarded email from Ralph Schroeder concerning the electrical main feed duct bank for
Oncor Service requirements.
Thanks,
John Frazier
Project Manager
McCarthy Building Companies, Inc
Westside Water Treatment Plant
PO Box 122419
Fort Worth, Texas 76121.
Phone: (817) 560 -3740
x: (817) 560 -3727
.... ell: (210) 336 -5949
Nextel: 142'"20164*108
McCARTHY -OUR DIFFERENCE IS BUILDING.
Leaving Green Footprints. Think before you print.
··---------· .. ··------................... -,....-... -,.,_..._ ..... _ ............. .._ ..... ---·--------.... ~..--.. ,·~·-·-... -.... -·-....... -..-.. -·-·-··· ... -····-..... ,_ .. _ ...... .
From: Jerry Bevers [mailto:jerryb@fsgi.com]
Sent: Thursday, September 24, 2009 4:20 PM
To: Frazier, John
Subject: FW: Westside WTP Service
John,
See below Ralph Schroeder with ONCOR responses back on qu~stions I had regarding ONCOR requirements .
---Original Message---
From: Ralph.Schroeder@oncor.com [rnallto:Ralph.Schroeder@oncor.com]
Sent: Thursday, September 24, 2009 4:38 PM
To: Jerry Bevers
Subject: RE: Westside WTP Service
Jerry,
1
· The tnanholes will not be necessary . Also the designer will try to go by the site next Monday and stake the two riser poles.
As we discussed all the conduits should be 6" and not 5" (Oncor does not use 5" conduits). The encasement of the
• conduits is not an Oncor requirement. Thanks ...
1>alph Schroeder, P.E.
n.cor Electric Delivery
7860 Winbrook Drive
Benbrook, TX 76126
(817) 443-3420 Office
(817) 988-8904 Mobile
From: Jerry Bevers [mailto:jenyb@fsgl.com)
Sent: Fri 9/11/2009 8:44 AM
To: Schroeder, Ralph
Subject: Westside WTP Service
Ralph,
We wUI be able to start the underground conduit for the primary feeds to the new Transformer yard in the next couple of
weeks . Is there any way that we could get you to mark the location of the two utility poles that we will be installing these
conduits to. Also the construction drawings show manholes to be installed in these runs. The length of the runs is 530'. Do
you want these manholes installed and If so I will need to get a specification on your manholes? They are also calling out
for these conduits to bes·, and in Dallas I have been told that ONCOR has changed there requirement to a maximum of
4" conduit. We also have 5• shown on the drawings for the conduits between the PMU's and Transformers. The contract
drawings for these conduits call for them to be encased in conduit and I know that this is not an ONCOR requirement.
Could I get a letter or E-Mail stating this. I will also need to get drawings from you on the transformers and PMU's .
Thanks for your help,
Jerry Bevers
:>ject Manager
, ·~G Electric
214-357-5697
Confidentiality Notice: This email message, including any attachments, contains or may contain confidential
information intended only for the addressee. If you are not an intended recipient of this message, be advised that
any reading, dissemination, forwarding, printing, copying or other use of this message or its attachments is
strictly prohibited. If you have received this message in error, please notify the sender immediately by reply
message and delete this email message and any attachments from your system.
2
________________ .. , _,,, ....... .
OFFICIAL RECORIJ
c·ry SECRETARY
'""7: 'ORTH, TX
I '
Westside WTP
Project# 002012
12200 Old Weatherford Rd
Fort Worth, TX 76108
Submitted To
Black & Veatch international
John Boss
100 E 15th St.
Suite 600
Fort Worth, TX 76102
Request For Information
PROJ RFI #: 30
Date Created: 10/12/2009
Priority: Normal
Tel: 817-560-3740 Fax: 817-560-3727
Answer Required By: 10/19/2009
Submitted By
McCarthy Building Companies, Inc.
J. Tristan Zamora
PO Box 122419
Fort Worth, TX 76121
Subject: Necessary Backfill -Main Electrical Feed Ductbank
Discipline:
Category:
Reason:
Civil Initiated By: McCarthy -J. Tristan Zamora
RefRFI:
Clarification
Linked Drawings & Specs
Number Title Noles
E-9 CONDUIT SECTION & DETAILS
Attachments
Typ• Name Description
Text Necessary Backfill -Main Electr1cal
feed Ouctbank (Oncor E Mall)
Necessary Backllll -Main Electrical Feed Ouclbank
Question
A conflict exists between the Appendix 16000-A Power Company Construction Details (showing tamped
backfill) that were distributed with addendum #2 prior to the bid , and the ductbank profile A on page E-9
(concrete encasement). Additionally, Section A on E9 calls for 5" conduit, whereas the 16000-A Oncor
details call for 6" conduit. Per addendum #2 issued prior to bid, the change states "Details for Contractor
construction of equipment pads required for Oncor furnished equipment and the related installation
requirements for conduit, ductbank, etc. shall be as shown in Appendix 16000-A at the end of this section".
Additionally, please find attached an email from Ralph Schroeder of Oncer stating that the concrete
encasement is not necessary.
McCarthy/FSG Electric intend to use common fill native from the site to backfill the Oncer service ductbank,
as well as 6" conduits as shown on the power company details . Please confirm that this is acceptable.
Answer Date Answered:
Deletion of concrete encasement shown on E-9 for the primary feeder ductbanks is an acceptable modification based on Oncor's acceptance
of installation modification. Similar to Detail AD/CZ-1, bedding and backfill shall be granular fill with locator tape. Materials shall be placed
in accordance with conduit manufacturer's instruction.
Primary feeder conduits shall be provided as 6" diameter as required by Oncor rather than the s• diameter shown on E-10. Coordination
modifications with Construction Manager.
ArchitecVEngineer Signature
By:.~_Ch_ad_B_a_rt_r_uff_._P_.E_. _______ ~"'---~-~-~ Date: ____ 1_0-_19_-_20_0_9_
Consultant: Camp Dresser & McKee, Inc
Courtesy Copies
Company Contact
MW8 Jolh Trice
Pr1mlld on: 10/12/2009 Page 1 of 1
May 3, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn.: Mr. John Boss
FORT WORTH
WESTSIDE WATER TREATMENT PLANT PROJECT
RE: CPR-08, Wash Water Return Basin-Pipe and Sleeve Modifications
Dear Mr. Boss:
I have reviewed CPR-08, consisting of the modifications of the piping interconnection
between the two wash water return basins and the wash water return pump station. Sheet
MG-2 and MG-3 show two 24" PE x PE wall fittings and two 24" FL x PE wall fittings
to be cast into the structure walls. RFI-26 raised the concern about leakage between the
two wall sleeves and conflicts during the forming of the walls. CPR-08 modifies the
installation to consist of two 30" x 20" wall sleeves, two 30" x 12" wall sleeves, two 24"
x 3 '-4" wall pipes, with link seals placed between the wall sleeve and wall pipe for a
water tight seal.
The Fort Worth Water Department concurs with the recommendation of Black & Veatch
to accept the contract modification. Total cost for the proposed change amounts to
$11,497.00 with no additional time requested. This change will be incorporated into
Change Order # 1 to the contract.
Sincerely,
Chris Harder, P. E.
Engineer
Xe: Danny Shannon, P.E., CDM
Project File
WATER DEPARTMENT
PRODUCTION DIVISION
THE Crrv OF FoR'f WORTH * 1511 11TH AVENUE * FOR'f WORTii, TEXAS 76102
(817) 871-8258 * FAX (817) 871-8410
0 Printed on recycled paper
r!il BLACK & VEATCH
~, Building a world of difference:
April 28, 2010
City of Fort Worth
Water Engineering Department
1511 11th Avenue
Fort Worth, TX 76102
ATTN: Mr. Chris Harder, P.E.
RE:
Dear Mr. Harder:
Westside Water Treatment Plant
Project No. P262-607540045683
CPR #8 -Revision #2
Transmitted herewith please find three copies of McCarthy's change proposal request for the
referenced extra work. Black & Veatch has recommended the total change order amount of
$11,497.00. Please review the request, and if it is acceptable, have it executed.
Sincerely,
WESTSIDE WATER TREATMENT Pl.ANT 12200 OLD WEATHERFORD ROAD FORT WORTH, TEXAS 76108 www.mccarthy.com
MAILING ADDRESS : P 0. BOX 122419 FORT WORTH , TEXAS 76121 PHONE (817) 560-3740 FAX (817) 560-3727
April 21, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn: Mr. John Boss
Re: Change Proposal Request #8 -Revision #2
Westside Water Treatment Plant
P262-607540045683
Mr. Boss,
Please find attached revised pricing for CPR #8 for changes made to the project due to
RFI #26. This revision of pricing includes the provision for ductile iron sleeves in lieu of
stainless steel per your request.
Please do not hesitate to contact me with any questions or concerns .
John Frazier
Project Manager
McCarthy Building Companies, Inc.
CC: Paul Laufer -Project Manager
Steve Gotschall -Project Director
Jerry Mayer -Project Director
File
ENC : CPR #8 Revised Pricing
OFFICIAL RECORD
CITY SECRETARY
ORTH1TX
Change Proposal Request
CPR# 0008
Project Name: Westside Water Treatment Plant
Project No. : 002012 .000
Date: 04/21/2010
Architect's Project No.:
Cost Issue Ref # : 12
Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This
document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to
schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy
Building Companies, Inc . will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has
been fully executed.
DESCRIPTION OF THE PROPOSED CHANGE:
RFI 26 -Sleeve/ expansion joint conflict at WWRB
SCOPE:
Add
2 -30" x 20" DI PExPE wall sleeve with seep ring centered per DTL GO/ MZ-7 -IB 11-1/1 l~/Jr -~ ii, 15S-: 3b
2 -30" x 12" DI PExPE wall sleeve with seep ring centered per DTL GD/MZ-7 -s/ S-8t,,, '11-/ r-lt ~ i , rn, 14
2 -24" x 3'-4" Stl FlxPE, Cement lined and epoxy coated spools ~ :J I S'°'1>1.-.4 7> I, '·r, ,llv
112-IL 575 lnnerlynx Link seal ' ,:; , 1 0
1 2 yds grout for channel _.., .!/ I, L ec;., z,v Iv/-.
Delete
2 -24" x 18" FlxPE DIP
2 -24" x 12" PExPE DIP
DIRECTIVE:
REFERENCE:
Pricing Details
Company Name
McCarthy Building Companies, Inc .
McCarthy Building Companies, Inc.
McCarthy Building Companies, Inc .
77,/.. / flll,/..rrr& ~ ~ 1,807, ~ft,
t,sJ p,,1 .... A ~ i1,113 ,i,~
N, f µ, • t,,, ; I ~A, u ~ !/ (,, oe,~J;,
Description
Blast and coat 2 -24" x 3'-4" Stl FlxPE spools
Added wall pipes at WWRB
Added wall pipes at WWRB
Subcontractor Bond
General Liability
Builders Risk
Project Bond
CO Fee (Sub Work)
CO Fee (McCarthy Work)
Net Amount of This Proposed Change
Net Change In Calendar Days Due to This Proposed Change
JZ' Schedule impact to be evaluated at a later date.
Printed On: 04/21/2010 11 :01 :03 AM Page :
Amount
250 .00
2,364.00
7,201 .00
3 .00
86 .00
34 .00
99 .00
25 .00
1,435.00
11,497.00
1 of 2
· McCarthy Building Companies, Inc.
Project Name: Westside Water Treatment Plant
Project No. : 002012 .000
McCarthy Building Companies , Inc.
Accept
Do Not Accept
Change Proposal Request
CPR# 0008
Date: 04/21 /201 O
Architect 's Project No.:
Cost Issue Ref # : 12
City of Fort Worth Water Department
Accept
Do Not Accept
BY~? __ BY · .. _________________________________________ _ BY : ______ _
Date: _!i/~lf-2.Pl ~------Date· -----------·--------___ _ Date: ___________________ _
Printed On : 04/21/2010 11 :01 :03 AM Page: 2 of 2
Itemized Pricing
II!!" -~"PU'?!'-----·----~ -~!!.~~ -~--:_~·--_ba~---·-"'s"L -__ J1yP.·--___ st ---_ La:"' ____ --;n --~"!'-·------¥-·-. -~.:,-.
==::~~=-:.-:.~z=-'--~:_ ===-==·: ..... ·.-·='-:ra -:~K~ !....=-~;:I :.===:·--=-=---_:::.-::==~--~=·~R:-~ --:_1.Tr}.-=:-_:::=·-.:.-.:.-=~ _-__ =::: L _·. ~~
=-=-= Si:~Zr~:~:~= _._ fi _-ji :'-:~~~~----=-=-::-:-=i ~:=·~~~ i ___ :~~:~ _ -··-· ______ .!=.-=--:-~1>Q ~====-:~:-:..--_}~~~=-~ ~-=·--=:~~ 1=~~: )~
:_:_ ~:-:_ __ .·. --·: ---~·::: . .= . ..: ··-----·. ,__;~: ____ ;:;;_ - .... : --·-__ :_ _}~ :-~::."_.::.-~..:.-·· ····-:· _L_ ____ ~~ . --·------·-·· -··· -~~ --·------>-.= ___ 1::_ _____________ J_ ___ -·--~~-
... _ ~.!l!I~•-___ ····--.. .. __ J,ll!L ... l'.lt .... _......!1 __ -···· .... ___ 9"00 ··--···-_J.. _____ ~E~ -------------·· ____ : ______ pe ___ .... _: __ ··--· __ !_ ___ .. !~-
--~~~------~·::~~:~:~~-~--: ~ ·-=---~ -_15:_~;~ ==L~-~-~~~;J1:[ ~---~~=~--_ -_____ :~=~~-_::_-~ ~~~:-~:~-~~t~-~--~~~::~--~---~=-~~ =·;;~~-~;-~~ :t =~~~Jt
..:. -~-: .... ··.·= :. ·_-_.::._-______ :..::..-::·:::.-~--~::-:~. -:: -=~ .--..:.: ---==--~::,__ --.-.__·_-::-.-..::·::.::-:: _ L-:-.:.:-_9~: :=:.:::.··:=::::..~-.-.::: ~-:-.-_-:::·~~==: ..:.~== :· ~~=---=-·1!~--·· .:::.·-::=::::: !=:::.·_-·1!~
. --~!c!l*-~.t~l.:~ide<>!...Li!!'.<.~"'·..9.<llJ____ 4 ea 6 .oo s 19.60 s _____ 1~'-------··-····-_______________ ..J.11!..... _____ !!t_ __________ .:.. __ ·-·-· !_ ____ !!!.
···--i~iE~_.:.~~=--~=-=----·~:~-~-:~_::~:=--~~~=-~~~~--~~-~-::.-.-.~--~-:--~:~j.::.t~.~~~=-~:~~~----.-:-.~~~~~-~~~~-.:=_::_=-~~-~_.:.-~~~=-~~~~~~-~~--~~~-~~~--=t ~-~~~~
---
~-·
--·
----
.. -···--··-···---·---·-··-·---··---~QC!-·--···-----····-·-···-·-·---------·---·-·--···--····· ____ :. ____________ -··------· s _______ .
0.00 • · • -S •
• H•••----·-~----~.: -----••M --·--••-•••~•-·•--··-----__ Q.QQ _____ ~------·'--------·--·-••• -·-----•. -·---·---· ·-··---·-·-·· •••·-·-----~ -·-
•U • -··---·-----· ·--·-"--·· -· ·-----·-···----___ ._OJ~-------·-------·----·---·- -·---· ·----------·--··----· -.. --·-··---. ·~···------... ------·· s -·-··--· -
·----------·-· --·----·-----· __ _Q.~ -----·------------···-·-·--· ··-----------·-·-··-_:_ ·----···--···· --·---·· ·-·----··-• .:. s .:.
-----· ·--· ---·· ·----·---·----·---· .Q~ ----·-----·--· ·------···-·-·-.. ---• ··--·-----·-. ---·-····· __ ...:. ---------...:.. ·'-·---·----•• :.
------·-·-·--· _____ 9J1l1 ··--·-·---·-··· ·-·· ···--··-·-------. --· ·--·-··-··:. --······-.... :. ·····-····---· ··-··-·· -·-.. -.--.·. ~~~ ~~=~ ... · __ ---------·· --~~ ... ______ ---··--··---·-----~ ·-·-~-.·-·--------=~~~-~~=-=--~--~~-===~ =~~~-··---~ -----------~ 1_ --·---·--~ ..... ·-----·-.-. ·-···-·-· ··· __ --······. ·--· ··-·-·_ ----~~ --·· ··_ · ___ ·-.-.. ---···· . ····--... ----···---·-·· .. ·--···-·· -· ·--. -·-· .. : ·····--· ·-: ·-··· -· -· -. +_...:._-__ ._-_··_-__ ·_: -----.. ··-········· ----···-·-··--···--------------·--·-----·-----· ··--·-..:.. ___________ .: ··-------
·-·-·· -·-··-·· ·---·-·---------·---·-··· . 0 .00 ~--..:.. . • .!_ .
---~~~~:-=~:~ ···----· -=---· -::-.-_.--_-:'=-.:-_----.-!:; ~~-=:=~ ~=-=----'-·.·::::.::=. ==~-=----=· -~=-~:.::.· ··.::.· __ : •=·=-:=~~-=-~·:: __ :==-~~~ i----··-·· ~----=-
. . • -·--·--_ ··--···--··Total HRS 89.00 -···-__ ·····--·. ··--···--···· .. SUBT~T-~--S 1,326.98 S 6,290.22 S 470.57 S 250.00 S 8,338
.. _ -····-. __ •• ··-_ ·---J:UEL,01!,__&PARTS-' 0.00%_ --· OF .. S __ s ....... 470.57 ~9f EOM S S S S s
-·---·· _ OVERTIMEFACTOR: _10.00% __ OF ·'··--· _S ___ 1,326.98 _._. OFLBR ___ S 132.70 s s S S
--·----__ l.AIIORBUROEN : _55 .00%. __ OF .s ....... s ..... 1,459.68 _OFLBR _ S 802.12 S S S S
·-··· _ CONSUMABl.ES _LQQ%. ___ OF _$ ___ $ ___ 6,290.22 . OFMAT _ S S 440.32 S S S
.. ·-__ ··---.. -~E.f..f _ _!O;~ _ -· f'!_<_~ .... ___ -·· .. ___ 69 of labor S 3<1 .50 S S $ I
·-···-· '-... SMALL TOOLS __ 3.00% _OF _s_ s ____ 2,262.50 __ OFLBR . S 67.87 S S S s
133
&03
440
35
68
TAX : 0.00% OF S $ · OF MTUFUEL S S $ S
_ --· ---··· -~~:.~::~-~---_ --·---·-:·:_·~·::: .::.:::::-~:.~ -~~~~ -···--·· ·-·-. -.... ····· ·-. -'-sueTOTAL S 2,364.87 S 6.730.54 $ 470.57 S 9816
-: ~:._ ._._ ----_: :: ===-:= ~::_:~: r -j?::...:=;.;;:+r-i ~n • ••~ 0 MH .::~
s
250.00 s
s
s 25.00 s
s s $ s
2,719.60 s 7,740 .12 s 541 .15 s 275 .00 $
I 2.75 • Insurance 0.8000,t, -· $ 1111
· ·-· . 8uiklerl_Ri1k "--__ 0 .3100% ·-t-~s----"-:'i,:,-P.---~a;;.H,---...:......+;---~~-1-''-----'3<1"'-I 21 .76 s 81 .92 • s
8.50 s 24 .19 • s 2 .22 s
0 .87 • . ~~~T ~-P'!-~ --~--;-~1·:~~; t-s------+------+------+-----~~--1-~-,4-,4-;gg-;-1
25.04 s 71 .27 s s
2,774.89 7,697 .49 s 541.15
2.56
283.40 $
TOTAL s
Pepping, Nick
From:
Sent:
To:
Subject:
Nick,
Robert .Parr is@Ferguson .com
Tuesday , April 13, 2010 12 :07 PM
Pepping , Nick
QUOTE --30 " WALL SLEEVES
Here is the quote for the 30" wall sleeves you requested . Please review and call w ith any questions .
Thanks ,
Robert Parris
Plant Sales
Ferguson, a Wolseley company, 8007 NE Loop 410, San Antonio, TX , 78219 , USA
T : (210) 662 4902 C : (972) 670 5500 F : (210) 662 4825
E: robert .parris@ferguson .com
www.ferguson .com
Bid No ....... : 8154165
Bid Date ... : 04/13/10
Quoted By : RCP
Price Quotation # B 154165
Ferguson Waterworks #788
2650 S Pipeline Road
Euless, TX 76040
Phone: 817-267-3900
Fax : 817-267-3912
Cust Phone: 972-991-5500
Terms ......... : NET 10TH PROX
Customer.: MCCARTHY BUILDING COMPANIES
WESTSIDE WATER TREATMENT
Ship To ....... : MCCARTHY BUILDING COMPANIES
PO BOX 122419
FORT WORTH, TX 76121
Cust PO# .. : 30" Wall Sleeves
ltem
SP-D300 I 0800PPSREE
SP-D300 I OOOOPPSREE
Description
30 X I' 8 PEXPE W/SR DIP E/L EiC
P-401 lined , Tnemec 140 coated
••• \., £po.,'/
30 X I ' 0 PEXPE W/SR DIP E/L EiC
P-40 I lined , Tnemec 140 coated
WESTSIDE WATER TREATMENT
PO BOX 122419
FORT WORTH, TX 76121
Job Name.: WESTSIDE WATER TREATMENT
Quantity Net Price UM Total
877 .690 EA 877 .69
586 .470 EA 586 .47
***
Net Total :
Tax :
Total :
1464.16
0.00
1464.16
Quoted prices are based upon receipt of the total quantity for immediate shipment (48 hours). SHIPMENTS BEYOND 48
HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. Seller not
responsible for delays, lack of product or increase of pricing due to causes beyond our control, and/or based upon Local, State
and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the
Buyer's acceptance of Seller's terms and conditions, which are incorporated by reference and found either following this
document, or on the web at http://wolselevna.com/terms conditionsSale.html. Govt Buyers: All items quoted are open market
unless noted otherwise.
2
Ferguson Waterworks #788
~ FERGUSON• 2650 S Pipeline Road
.,, Waterworks Euless, TX 76040
16 :34 :45 DEC 02 2009
Bid No ....... : 8145972
Bid Date .... : 12102100
Quoted By.: BCS
Customer: MCCARTHY BUILDING COMPANIES
WESTSIDE WATER TREATMENT
PO BOX 1224 19
FORT WORTH. TX 76121
Cust POii.-.: CPR# 0012
Item Description --------
ADDmONAL MATERIAL
'-§1 i; I I l,JiJICJOOlee 3e )( 1 8' 88166 ¥#:Was ill' CllfliR
Sequence#: 389A
BUI LT PER DETAIL GD/MA-7
W /R CENTERED
Sfi-l!t1Vt!'oVS~~oo itY> 3" X 1 -0 304SS OVALL 3LO ov;~
SP-CS240304FECP
PLSSOOS
SP-D240106FESRCP
Sequence #: 389B
BUILT PER DETAIL GD/MA-7
W /R CENTERED
24 X 3•_4• STL FLG XPE SPOOL C/L S/P
Sequence #: 389C
TNEMEC 66 COATED
LINK SEAL
Sequence #: 389D
21 LINKS PER RING (4 RINGS TOTAL)
DELETED MATERIAL
24 X 1 '-6. FLGXPE DIP W /SR C/L S/P
Sequence #: 390
DellverTo:
From : Bracllay C Smith
Comments:
FERGUSON ENTERPRISES . INC .
FEI -DALL.AS WATERWORKS #788
Price Quotation
Phone : 817-267-3900
Fox : 817-267-3912
Page# 1
Cust Phone: 972-686-1119
Terms ........ : NET 10TH PROX
Ship To: MCCARTHY BUILDING COMPANIES
WESTSIDE WATER TREATMENT
PO BOX 122419
FORT WORTH . TX 76121
Job Name: WESTSIDE WATER TREATMENT
Quantity NetPrlce UM
!= 1 ree .eee ~
13!!.eee l!'J!<
2 1595 .000 EA
84 20.110 EA
2 -577.645 EA
Net Total:
Tax:
Total
Jilili QQ.,
2644 .00
3190 .00
1689 .24
-1155.29
9887.95
0.00
...
~FERGUSON.
7' Waterworks
16:34 :45 DEC 02 2009
Reference No: Bl45972
FERGUSON ENTERPRISES. INC .
FEI -DALLAS WATERWORKS #788
Price Quotation
Phone : 817-267-3900
Fax : 817-267-3912
Total:
Page# 2
9887.95
Quoted prices are based upon receipt of the total quanttty for immediate shipment (48 hours). SHIPMENTS BEYOND 48 HOURS SHALL BE
AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE . Saner not responsible for delays, lack of product or increase of
pricing due to causes beyond our control. and/or based upon Local. state and Federal lows governing type of products that con be sold
or put Into commerce. This quote Is offered contingent upon the buyer's acceptance of Seller's terms and conditions. which ore
Incorporated by reference ood found either following this document. or on the web at http://wolseleyno.com/terms_condltfonsSole.html.
Govt Buyers: All Items are open market unless noted otherwise.
... I•••~, •
r
Frazier, John
.Subject: FW: QUOTE -24" PLAIN END SPOOL
Nick,
Below is the pricing you requested on the 24" spool piece earlier this morning. Please review and call me with any
questions.
Thanks,
Robert Parris
Plant Sales
Ferguson, a Wolseley company, 8007 NE Loop 410, San Antonio, TX, 78219, USA
T: (210) 662 4902 C : (972) 670 5500 F: (210) 662 4825
E: robert. parris@ferguson.com
www.ferguson .com
Bid No ....... : B151413
Bid Date .•. : 03/02/10
Quoted By: RCP
Price Quotation# B151413
Ferguson Waterworks #788
2650 S Pipeline Road
Euless, TX 76040
Phone : 817-267-3900
Fax : 817-267-3912
Cust Phone: 972-991-5500
Terms ......... : NET 10TH PROX
Customer.: MCCARTHY BUILDING COMPANIBS
WESTSIDE WATER TREATMENT
Ship To ....... : MCCARTHY BUILDING COMPANIBS
WESTSIDE WATER TREATMENT
PO BOX 122419 PO BOX 122419
FORT WORTH, TX 76121 FORT WORTH, TX 76121
Cust PO# .. : 24" SPOOL PIBCE Job Name.: WESTSIDE WATER TREATMENT
Item Description Quantity Net Price UM Total
.
SP-D2401 OOPPSRCP 24 X I'-0 PEXPE DIP W/SR C/L SIP I 279.000 EA 279.00
...
Net Total: 279.00
Tax: 0.00
Total: 279.00
Quoted prices are based upon receipt of the total quantity for immediate shipment (48 boun). SHIPMENTS BEYOND 48
HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE. Seller not
responsible for delays, lack of product or increase of pricln1 due to causes beyond our control, and/or based upon Local, State
and Federal laws governing type of products that can be sold or put into commerce. This Quote is offered contingent upon the
1
J
Westside WTP
Project# 002012
12200 Old Weatherford Rd
Fort Worth, TX 76108
Submitted To
Black & Veatch International
John Boss
1 00 E 15th St.
Suite 600
Fort Worth, TX 76102
Request For Information
Project RFI #: 26
Date Created: 10/01/2009
Priority: Normal
Tel : 817-560-3740 Fax: 817-560-3727
Answer Required By : 10/08/2009
Submitted By
McCarthy Building Companies, Inc.
J . Tristan Zamora
PO Box 122419
Fort Worth, TX 76121
Subject: Sleeve/ expansion joint conflict at Recycle Water Pump Station
Discipline:
Category:
Structural Initiated By : McCarthy -Nick Pepping
Ref RFI:
Reason: Clarification
Linked Drawings & Specs
Number
MG-2
MG-3
Tltlo
WASHWATER RECOVERY BASIN #I PLAN AND
SECTION -. ·--------· .. ·····--·----·· . -
RECYCLE WATER PUMP STATION PLAN AND
SECTION
SG-4 WASHWATER RECOVERY BASINS SECTIONS II -------·-···---· ··--·-·····----------·· -·--·----····· ----
Question
Please reference sheets SG-4, MG-2 and MG-3.
Notes
Sheet SG-4 Section 1 shows a 1" Expansion Joint between the Wash Water Recovery Basin Effluent Box
and the Wash Water Recycle Pump Station .
Sheet MG-2 Typical Section 1 shows 1-24" PE x PE wall fitting and 1 -24" PE x FL wall fitting .
Sheet MG-3 shows 1 PE x FL wall fitting with ari additional wall ring .
If there are 2 seperate sleeves per sheet MG-2 there will be a gap between the sleeves and possibility of
leakage.
If there is 1 sleeve per sheet MG-3 this will lock the walls together and defeat the purpose of the expansion
joint.
Please advise .
Answer Date Answered:
Architect/Engineer Signature
By: _________________ _ Date: _______ _
Consultant: Camp Dresser & McKee, Inc
Printed On : 10/112009 Page 1 of 2
.. «:·•r..·~,c.. ..... ,;( .:."": •,,r.,.,...,,;,,, •• ·-· .:1 : ...
... ................... -......... --·· .. ,. _____ ---·----------·
McCarthy Building Companies, Inc.
Westside WTP
Project# 002012
Request For Information
Project RFI #: 26 (continued)
At the connection between each Washwater Recovery Tank (No. 1 and No. 2) and the Recycle
Pump Station , replace the two 24" diameter wall fittings noted in Section 1/MG-2 with two 30"
diameter steel, plain-end, wall pipes per Detail GD/MZ-7. Furnish a 24" diameter, epoxy coated
and lined, steel flange x plain-end pipe spool. The spool shall have a total length 8-inches
greater than the combined wall thickness.
Insert the spool through the wall pipes from the channel side and place link seals around the
spool for installation at each wall face . Install the flanged 24" duckbill check valve onto the spool
flange.
The centerline of the 30" diameter wall pipes shall be CL EL 835.67.
Refer to attached Figure No. 1 and the RFl-044 response regarding associated clarifications
regarding these installations.
Chad Bartruff, P .E .
COM
Courtesy Copies
Company
MWB
11-17-2009
Contact
Josh Trice
Printed On :"·, 0/112009 Page 2 of 2
862.50'
RBEL E
0.50
ORD WI ~
IOGE MFR -1..
114 TIES o 6"
1t6 OWL o 6''
A-S SHOWN
SEE 2/SG-4
FOR REtNF
l'-4"
{i;(e~t:...DBS
G.edur Fill.
..__. .... _., eg!'il---
g"!>!., ~., gy{, 83
.,: 0 ,:'
·fl ... ' •..
,Q ,' •
:C1, .. hj el2T el.)
'r<e;y (tyr)
r-··------··-·--· . ·~ .. ·'*•
1 i{ < ::( ... 0 i! 0
........ -.. "1 :i ,., . -~· -r ,c:t u.re. ~
,I
-------'
WWRB EFFLUENT BOX
SECTION
l/8"•1'-0"
I" EJ . l'-8"
C12 ALUM
DOCUMENT WAS AUTHORIZED BY
CHAD D. BARTRUFF, P.E. #91688
NOVEMBER 17, 2009
CAMP DRESSER & McKEE INC.
TEXAS REGISTRATION No F-3043
SEE 2/SG
FOR WAU
RE-INF
Memorandum (Email)
To:
From:
Date:
John Boss
Black & Veatch.
Chad Bartruff (TX#91688) {)f,
COM (F-3043)
March 31, 2010
Subject: Westside WTP Project
Request for Information No. 026 (RFl-026)
Clarification to Response -Figure No. 1
The response to RFI-026 issued on November 17, 2009 described the proposed installation
for connecting the two Washwater Recovery Basins to the Recycle Pump Station inlet
channel. Based on the costs identified in CPR-008 (attached), the following revisions to the
RFI response and associated Figure No. lare proposed.
• Delete the wall pipes at each wall in question. Instead, wall openings shall be cast to
match the required inside diameter for installation of the proposed pipe segments and
associated link seals.
• Provide the Flg x PE pipe as a 24-in diameter ductile iron pipe, in lieu of the epoxy-
coated/lined steel pipe originally described.
With deletion of the wall sleeves, the additional hours and dollars related to listed
equipment and labor should be re-evaluated. The original scope included installation of
four (4) wall sleeves, the proposed installation only requires installation of the two pipe
segments and link seals. Please discuss with McCarthy and advise if additional
clarification is required.
cc: Chris Harder (FWWD)
Danny Shannon (CDM)
File: 62142-9.05
RF1_029-Clallllcallo lo Delal.doc
;
March 2, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn.: Mr. John Boss
FORT WORTH
WESTSIDE WATER TREATMENT PLANT PROJECT
RE: CPR-09, Structural Modifications at Filters, Break Tank, and Drain Box
Dear Mr . Boss :
I have reviewed CPR-09, consisting of the modifications , of the filter slab, break tank
slab, and drain box in order to place flanged pipe into the structures. Modifications
include the labor and materials required to place a chamfered blockout area around the
pipe, revise the reinforcement schedule and add reinforcement, and placement of
additional waterstops.
The Fort Worth Water Department concurs with the recommendation of Black & Veatch
to accept the contract modification. Total cost for the proposed change amounts to
$9,327.00 with no additional time requested. This change will be incorporated into
Change Order # 1 to the contract.
Sincerely,
Chris Harder, P. E.
Engineer
Xe: Danny Shannon, P.E., CDM
Project File
WATER DEPARTMENT
PRODUCTION DMSION
THE CITY OF FORT WOR1li * 1511 11TH AvENUE * FORT WOR1li, TEXAS 76102
(817) 871-8258 * FAX (817) 871-8410
() Printed on recycled paper
,·
. L=I BLACK & VEATCH
, Building a world of difference.
February 24, 2010
City of Fort Worth
Water Engineering Department
1511 11th A venue
Fort Worth, TX 76102
ATTN: Mr. Chris Harder, P.E.
RE:
Dear Mr. Harder:
Westside Water Treatment Plant
Project No. P262-607540045683
CPR#9
Transmitted herewith please find three copies of McCarthy's change proposal request for the
referenced request. Black & Veatch has recommended the total change order credit amount of
$9,327.00 be approved. Please review the request, and if it is acceptable, have it executed.
" WESTSIDE WATER TREATMENT Pl.ANT 12200 OLO WEATHERFORD ROAD FORT WORTH, lEXAS 76108 www.mccarthy.com
MAILING ADDRESS : P. 0. BOX 122419 FORT WORTH , TEXAS 76121 PHONE (817) 560-3740 FAX (817) 56().3727
February 3, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn: Mr. John Boss
Re : Change Proposal Request #9
Westside Water Treatment Plant
P262-607540045683
Mr. Boss,
Please find attached CPR #9 pricing for changes made to the project due to RFI #44 and
subsequent informatio·n presented in a memo from CDM dated 12/11/2009.
Please do not hesitate to contact me with any questions or concerns .
Sincerely,
John Frazier
Project Manager
McCarthy Building Companies, Inc .
CC: Paul Laufer -Project Manager
Steve Gotschall -Project Director
Jerry Mayer -Project Director
File
ENC: CPR#9
RFI #44
CDM Memo Dated December 11, 2009
i
Change Proposal Request
CPR# 0009
Project Name: Westside Wate r Treatment Plant
Project No. : 002012.000
Date : 02/02/201 O
Architect 's Project No.:
Cost Issue Ref # : 11
Attached is an item ized quotation for changes in the Contract sum and/or time on subject Project as described herein . Th is
document , when fully executed, as accepted, shall constitute authorization to proceed with the work described here in. Due to
schedule impact , this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy
Building Companies, Inc. will be reimbursed monthly for the cost of th is work as completed , whether or not the Change Order has
been fully executed .
DESCRIPTION OF THE PROPOSED CHANGE:
RFI #44 -Slab Elevations and Waterstop/Structural Detail Conflicts
SCOPE:
Slab elevations and structural detail conflicts and changes due to RFI #44.
DIRECTIVE:
REFERENCE:
Pricing Details
Company Name
Fraires Rebar Inc
McCarthy Bu ilding Companies, Inc.
McCarthy Bu ilding Companies , Inc.
Description
Additional Reinforcement
RFI #44 -Slab Elevation changes
RFI #44 -Slab Elevation changes
Subcontractor Bond
General Liability
Builders Risk
Project Bond
CO Fee (Sub Work)
CO Fee (McCarthy Work)
Net Amount of This Proposed Change
Amount
559 .00
5,129.00
2 ,287 .00
56 .00
70.00
27 .00
81 .00
6 .00
1,112 .00
9 ,327.00
Net Change In Calendar Days Due to This Proposed Change
[~Schedule impact to be evaluated at a later date .
McCarthy Building Companies , Inc .
_ Accept
Do Not Accept
BY : .
Date:
Pr inted On : 02/02/201 O 06: 11 :30 PM
City of Fort Worth Water Department
Accept
_ Do Not Accept
BY : -·-·----------
Date :
Page : 1 of 1
11ernizcd Pr\dng
McCARTl,f_Y ____________ _....__ _ __,____-'---________________ --t---+---~--+---+-_-__ -_--J~-~--------'-l-~_-_---_._! ___ -l-------1 == ·-_ ~ WNUlde WTP . l1tlaifO ___ ---!-----!----+---+----+-,-------1--'DHc,1==:'="'''°"='-·· CPR ft -RFI""' SI.al> ElevaffoM and Structural detafl confllctl and 1-' ____ _____,._ ____ __,
-----------!-----i----'-----!-------1----~1------~~ -------------~----~---
1------+----------------------------<,----+----;-.----4----....... --.-·-l-----L-------!------+-------!:----··--t ·-. ··------------------------
F,_
MCC
MCC
MCC
MCC
MCC
MCC
MCC
Tie •111ra bar "---
F-
1 Tan of edra l>er and 1S extra hri. of Ntaaot111
MCC PVC Walorstoo
-...
1 7 Tana of extra bit.
MCC Ge-
MCC U!l!oOdRol>O(
50 Ton C...,.. and rwto,
----
. --· ---,_~.!!!!!)' UOM MHI
Unit
1.00 LS
1.00 LS
8 .00 LI
8 .00 Roi 0.337
;i..oo SI
7.00 MH
81 .00 MH
1.00 MH
11 .00 MH
1.00 LS
1.00 LS
9 u
3 Hr
LS
LS
10 Hr
3 Hr
u---s ' s s
0 .00 S
0.00
s ;z.3 _00 0 .00 2'3 S . 11140.00 0 .00 S 16'0
s 1.15 10 0.00 S -. 133.112 II02 2.02 S
s O.IO 22 0 .00 S
0 .00 S
17.00 119 00 S
13.50 S91
0 .00 S
17.00 17 1.00 S S
13.50 141 00 S S
0.00 S
0.00 S
0.00 S 120.00 120 S
0 .00 S 1 315.00 1 315
15 0 .00 S 1.&5 S
0 .00 S
3 .00 S 13.50 S 41
0 .00 S
0 .00 S
0.00 S
0.00 196.00 195 S
0 .00 SS1 .00 S SS1
0.00 S
so 0 .00 5'1111 S
0 .00 S
0.00 S
3.00 S 20.00 97.S8 S so 293
0 .00 S
0 .00 S
0 .00 S
0 .00 S
0 .00 S
0 .00 S
Total HRS 93.02 551.00 S SUBTOTAL 1.m.00 s 448'.07 • 352.28
OF s s 352.211 OFEQM • s s s FUEL OIL & PARTS: 0 .00% s
,o
II02
22
119
891
17
120
1 315
15
41
195
SS1
60
353
8851
OVERTIME FACTOR : 10.00% S 128 OF s s 1,279.~-OFLBR s 127.SO s s s
LABOR BURDEN: 55.00% S 772 OF s s 1 403 .SO OFLBR s 77 1.!NI s s s
-l -----------------1-------1----1---1---_-_-_""""'~~ -=~"'='-'·S0=------1--=='------'-----=---"'c'=="'----+='-----===~<----..;._+"----....:...-1--=------i---=':----3-'-:!
>-----+--TAX: 0.00% S
-Of s s 4 461 .07 OF MAT s s 312.'8 s
Poo-MH 93 or,...,, s ~-so s s
OF s 2175& -= __ QFLBR s 85.27 s s
OF s OF MTURJEL s s s
s
s
s
s
SUBTciiAi. s
GC 15.00% s ----Subs --10.00% s
Ilise ·-·-·-----0 .00% s -·-suiiloi'AL s ··------Subeontracior Bond 10000'!'
Insurance -o:-s
. ------------------1-----1---1-------l---i ----+---'-------+-----+---
. -.. -------------1 -----j
-,----------------·------~-----+-----+-----1----1
.__---+------------------. --------.
---------+---+---+-----------+---~1---------"=====e.-
B-Risk ---0 .3100% --s ---Additk>no11ionci ~ 0.9108% s --·--·--'-------'-----1--+------------------------___ . __ _. ___ .._ _ __, ___ ___,__ ___ _,__ __ _
I
I ----f"o"ii f
---;------------· -t-----f---·---------------------------~
2 .287.35 s 4 ,778.55 s
3'3.10 s 718.411 I
s
2.830.45 s 5,493.03
21 .04 s 43.!M s
8.22 s 17.18 s
24 .22 s 50.58 s
2 .883 !M s 5 ,604.72 s
352.28 s
52 .M s
s
405.12 s
s s
s
s
559 00 S
55 .IO S
814 .IO S
6 .15 S
4 .97 s
1.!M S
5n s
405.12 $ 833.88 $
TOTAL $
7,175
1112
9 ,1.U
70
27
81
9,327
9 327
i
Westside WTP
Project # 002012
12200 Old Weatherford Rd
Fort Worth, TX 76108
Submitted To
Black & Veatch International
John Boss
100 E 15th St.
Request For Information
PROJ RFI #: 44
Date Created: 10/30/2009
Priority: Normal
Tel: 817-560-3740 Fax: 817-560-3727
Answer Required By: 11/06/2009
Submitted By
McCarthy Building Companies, Inc.
J. Tristan Zamora
PO Box 122419
Suite 600 Fort Worth , TX 76121
Fort Worth , TX 76102
Subject: Sleeve/invert of pipes , slab elevations and waterstop/structural detail conflicts
Discipline: Initiated By: McCarthy -Nick Pepping
Category: Ref RFI:
Reason:
Question
In numerous locations there are confl icts between sleeves/invert of pipes, slab elevations and
waterstop/structural details which may result in revised rebar and waterstop details.
1. Please reference sheet MB-4 Section 2 and sheet SB-9. The 36" RW entering the building is in conflict
with the exterior slab . The 36" RW centerfine is at 868.00' and the exterior slab has a high point elevation
of 866.17'. The OD of 36" pipe flange is 46" putting the bottom of Flange at 866 .08 '.
-Please advise
2 . Please reference sheet MD-3 Section 2 and sheet SD-18 Detail 1. The 30" FTW flange is in conflict with
the Filter slabs (typical all 8 filters). The centerline elevation of the 30" FTW pipe is 850.25'. The filter slab
is ~t 849 .00'. 30" Steel flanges have an OD of 38 .75" putting bottom of flange at 848.63 '.
-Please advise
3 . Please reference sheet MD-5 Detail Band sheet SD-18 Detail 1. The 4" DR flange is in conflict with the
Filter slabs (typical all 8 filters). The centerline elevation of the 4 • OR pipe is 849.17'. The filter slab is at
849.00'. 4" Steel flanges have an OD of 9" putting bottom of flange at 848.80'.
-Please advise
4. Please reference sheet MD-10 Section 3 . The 60" pipe is in conflict with the Break Tank slab/ waterstop/
rebar. The center1ine elevation of the 60" pipe is 839.50' and the slab elevation is at 837 .00'. The OD of
60" pipe is 62 .75" putting the bottom of pipe at 836.88'. There is no sleeve detail called out for the
penetration . McCarthy interprets the penetration to be similar to CF/MZ-3. With that being said the OD of
the flange of a 60" pipe is 73" putting the bottom of flange at 836.46 '.
-Please advise
5 . Please reference sheet MD-10 Section 2 . The 54 " pipe is in conflict with the Break Tank slab/
waterstop/ rebar. The center1ine elevation of the 54 " pipe is 839.25 ' and the slab elevation is at 837 .00'.
The OD of 54 " pipe is 57 1/8" putting the bottom of pipe at 836.87'. There is no sleeve detail called out for
the penetration. McCarthy interprets the penetration to be similar to CF/MZ-3. W ith that being said the OD
of the flange of a 54 " pipe is 66 .25" putting the bottom of flange at 836.49'.
-Please advise
--------------------Printed On : 10/30/2009 Page 1 of 2
McCarthy Building Companies, Inc.
Westside WTP
Request For Information •
PROJ RFI #: 44 (continued)
Project# 002012
6. Please reference sheet MD-10 Section 2. The 30" pipe is in conflict with the Break Tank slab/
waterstop/ rebar . The centerline elevation of the 30" pipe is 838 .25' and the slab elevation is at 837 .00'.
The OD of 30" pipe is 32" putting the bottom of pipe at 836.92 '. There is no sleeve detail called out for the
penetration. McCarthy interprets the penetration to be similar to CF/MZ-3. With that being said the OD of
the flange of a 30" pipe is 38. 75" putting the bottom of flange at 836.63'.
-Please advise
7. Please reference sheet MG-2 and sheet SG-4 Section 1. The 24" wall pipe is in conflict with the slab
and keyway. The WWRB outlet channel slab elevation is at 833.67' and the centerline of the 24" steel wall
pipe is at 834.42 ' per drawing MG-2 and 834.32' per drawing SG-4. The OD of 24" steel pipe is 26" putting
the bottom of pipe at 833.33' per the mechanical drawings and at 833 .24' per the structural drawings.
-Please advise
8. Please reference sheet MA-3 and sheet SA-6. The pipe invert is at 826 .00' shown on MA/3 and the slab
is at 825.83'. The 18" SS pipe has a 22" sleeve per detail CA/MZ-3 putting the bottom of sleeve at 825 .87'
and in conflict with the keyway and slab.
-It was discussed between John Boss of Black and Veatch and Mike Wigness of McCarthy that the sump
could be dropped one foot and grout back the bottom of the sump to the contractual invert of the pipe to
get the sleeve in without interrupting the waterstop.
-Please confirm.
Answer Date Answered:
Item No. 1 -The submitted pipe fabrication drawings do not show a flange on the building exterior. Therefore, it appears
that this is not an issue to resolve.
Item No. 2 and 3 -Provide a minimum 6-in deep blackout at the slab to clear the pipe flange . Since the flumes are
back to back , the total blackout length shall be 9'-4". The width shall be equal to the wall width . Provide a hydrophilic
waterstop along the entire length of the blackout and overlap each end a minimum of 2-ft with the PVC waterstop . Refer
to the attached sketches for additional information .
Item No . 4. 5. and 6 -Provide a minimum 6-in deep blackout in the slab as required to clear the pipe flange. Chamfer the
edges of the blackout to allow proper consolidation of the wall concrete under the pipe. Slab reinforcement in direct
contact with the flange shall be lowered to provide a minimum clearance of 1-in . Provide hydrophilic waterstop along the
entire length of the blackout and overlap each end a minimum of 2-ft with the PVC waterstop .
Item No. 7 -Elevation of what is currently shown as a 24" dia wall pipe will be revised as per pending response to \ ( I/
RFl-026 to clear inverted key and overlap the pipe wallflange and waterstop for installation . Place non-shrink grout from \
the revised wall pipe invert sloping up towards Washwater Tank at 1/8" per foot slope. Raise centerline elevation of 20" /
BFV and associated wall pipe from 835.50 to 836.08 . /
Item No. 8 -Modification as detailed and constructed by Construction Manager and McCarthy for the sump pit is an
acceptable solution.
ArchitecUEngineer Signature
By: Chad Bartruff, P .E. c:.::!el?~_a_nd~C_h.,..ris_st,....o,...ry.,...., -...--
GDM --U Jaster-Quintanilla
Consultant:
Date : __ 1_1-_1_3_-2_0_09 __
Prin ted On : fritJ0/2009 -Page 2 of 2
)
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'=". BLACK & VEATCH 111.:'.f Building a world of difference'.
12200 Old Weatherford RD
Fort Worth, TEXAS 76108
Phone: 817-560-3999
TRANSMITTAL
No. 0154
PROJECT: Westside Water Treatment Plant
TO: McCarthy
ATTN: Jesus Zamora
I WE ARJ;' .,~ .. ~ .. .-,...;:. Sl ·IKIIII I I ...... ll'OD·
0 Shon Drawinas D Approval
D Letter D YourUsc
D Prints 0 As Requested
U Change Order U Review and Comment
D Plans
0 Samples SENTVIA:
0 Specifications D Attached
Ill' Other: RF! Rcsnoose 0 Separate Cover Via:
DA TE: 11 /13/2009
REF: RFI Responses
.l.CTION TAln'N•
0 Annrovcd as Submitted
D Annrovcd as Noted
D Retwncd After Loan
U Resubmit
D Submit
· 0 Returned
D Returned for Corrections
l Due Date :
ITEM NO. COPIES DATE ITEM · NUMBER REV. NO. i>ESCIUPTlON . STATUS
01 11/13/20~
')2 11/13/20~
03 I I /13/20()<
:::c:
044 -Steel-invert of pipes, slab elevations and ANS
waterstop-structural detail conflicts
047 -Circuits TXMFLTA-P, TXMFLTB-P ANS
049 -Conduits for Future RW Pumps ANS
Sl&ned: -----------
Jo sh Trice
Memorandum (Email)
To :
From :
Date:
Subject:
John Boss
Black & Veatch.
Chad Bartruff, P.E/)m,~/
COM ~~
December 11, 2009
Westside WTP Project
Request for Information No. 44 (RFl-044)
Additional Contractor Questions -Response
Further clarification of the November 13, 2009 response to RFI-044 was requested per the
attached emails from McCarthy dated December 2, 2009 . The response is as follows :
1) Refer to the attached mark-ups of the submitted McCarthy drawings (Figures No. 1 and
No. 2). Jaster-Quitanilla provided additional commentary to clarify the required rebar
placement and the PVC water stop as proposed by McCarthy .
2) '111e hydrophilic waterstop must be placed across the entire length of the slab block-out,
up both vertical faces at each end, and then overlap 2' -0" with the PVC waterstop at the
wall joint.
3) At the Filter piping, the Contractor shall coordinate reinforcement placement to avoid
locating bars parallel to the pipe directly in -line with the pipe centerline, and to create
the maximum possible clearance from the weep ring and PVC waterstop. Provide a
minimum 1-in clearance from the reinforcing steel to the weep ring and/ or PVC
waterstop.
4) The walls at the break tank are not designed for thrust resulting from the pressure
testing of the respective piping systems . With inclusion of the testing flanges , the
contractor shall provide necessary thrust blocking during testing .
cc : Chris Story (JQ)
John Mischkot UQ)
Josh Trice (B&V)
File : 62142 -9 .05 .01
RF 1_04A -Slool-invort of p;.-, slab elevations and W-dterstop-.in,ctur•I delllil con fttcts-RESP0NSE-Rev 1 ooc
Bartruff, Chad
From:
Sent:
To :
Cc:
Subject:
Attachments:
Pepping, Nick [NPepp ing@McCarthy.com]
Wednesday, December 02 , 2009 1 : 11 PM
Bartruff, Chad ; BossJF@bv .com
Frazier, John ; Laufer, Paul ; Wigness , Mike; DelaOrta , Gisel
Filter Wall proposal
3143 .pdf
Please see the attached sketch of what McCarthy is proposing for conflict between the slab and pipe at the filters .
Please note McCarthy is proposing PVC waterstop, as well as hydrophilic, to ensure a watertight structure .
Any questions please let us know .
Thank you,
Nick Pepping
Project Engineer
McCarthy Building Companies
Westside WTP
12200 Old Weatherford Rd. Fort Worth, TX 76108 PO Box 122419
(602) 980-7327
~ng@m ccarthy .com
Leaving Green Footprints. Think before you pr int
Bartruff, Chad
From:
Sent:
To:
Cc:
Subject:
Attachments:
Pepping, Nick [NPepping@McCarthy .com]
Wednesday , December 02, 2009 12 :55 PM
Bartruff, Chad ; BossJF@bv .com; tricejr@bv .com
Frazier , John ; Laufer, Paul ; Wigness , Mike
RFI 044
3119.pdf
..
Please see the attached sketch of what McCarthy is proposing for conflict between the slab and pipe at the break
tank .
Please note that PVC waterstop has been added to ensure a watertight structure . Also the slab has been reduced to
1'-0" below the pipe to provide clearance on the flange . After testing the opening will be grouted back to the invert
of the pipe .
Any questions let us know.
Thank you,
Nick Pepping
Project Engineer
McCarthy Building Companies
Westside WTP
12200 Old Weatherford Rd. Fort Worth, TX 76108 PO Box 122419
(602) 980-7327
!lQgQQi..ng@mccarthy .com
Leaving Green Footprints. Think before you print
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Drain Box
1. 1.2 Tons of rebar to lower the sump 12 ". -Please see the attached bill of lading from Nufab
Rebar concerning the additional bar necessary at the drain box.
2 . SOT crane cost -The 50 ton crane cost is based upon 2008 Blue Book pricing that we had at the
time of submission . The current FHWA cost of the 50 ton crane is actually $110.86 per hour.
This price per hour will be utilized on further change order work that is submitted . The 3 hours of
the crane is a general cost to unload, hoist and handle all of the additional tonnage of rebar as
required by the changes associated with RFI #44.
3. Generator hours 10 hrs -The generator was a general charge for the entire change of scope, not
just at the drain box. The generator was only charged at 1 O hours for 93 man-hours of total work.
The generator is utilized during formwork construction , as well as installation of water-stop. The
charge is an operating cost per hour, as well as covering wear and tear of the unit.
Break Tank
1. 1 Ton extra z-bars -See figure #1 as returned by COM with memo dated 12/11/2009 showing
extra rebar at slab block out.
2. McCarthy wanted addition hydrophilic water stop not COM design -Hydrophilic water stop was
included due to the answer of RFI #44, answer "Item No . 2 & 3". This answer specifically
includes the requirement to install hydrophilic water stop. Please also see the Memo from COM
dated 12/11/2009, item #2.
Filters.
1. Labor hrs for water stop that exist in design -Only 6 If additional PVC water stop material and
labor hours were added to the pricing due to the additional water stop that was called for at the
depressed concrete areas . These depressed concrete areas are not in the orig inal design , and
therefore the add itional PVC water stop is in addition to the original design .
2 . Rebar horizontal reinforcement that is already in the design . -This cost is for additional rebar and
fabrication detailing and extra time as required to install the rebar correctly. Our fabricator and
installers do not agree that they can just "pull down (the) slab rebar to clear the pipe sleeve".
Therefore, they plan to slightly bend the bars as required to properly clear the pipe sleeves.
3. Hydrophilic water stop (McCarthy).-Hydrophilic water stop was included due to the answer of RFI
#44, answer "Item No. 2 & 3". Th is answer specifically includes the requirement to install
hydrophilic water stop .
OFFICIAL RECO o
c ECRETARY
· 'ORTH, T
''-... ~'' ~ Nufab Rebar, Lu;. '1Ja __.., CXJl1l)8l1Y
806 Jordan Valley Rd
L9ngview, TX 75604-5221
(903) 297-7477
Ship To
Name :
Westside Water Treatment Plant
FRAIRE'$ REBAR INC
Address:
City State Zip
Jobsite Phone:
Delivery Date:
FORT WORTH, TX 76101
10/22/2009
Special Instructions:
Bill of Lading
Customer Copy
Attach to Barlists with Signatures
Name:
SCAC:
Time: 04:33 PM
Load Information
Barlist # I Description I Color/Svmbol I
0008XB DrainBoxSump extra 0
Total Weight I
Weight
Bill of Lading #: 130232-1
Date Shipped: 10/23/2009
Contract Information:
Contract# 05509013
Customer P .O . #
Carrier
Pro Number: ·
Trailer Number:
Freight Charge Terms
~ Prepaid
D Collect
D 3ro Part
2448 Lbs.
2448 Lbs. Mill Certs Attached? I Yes
Note: Liability limitation for loss or damage in
this shipment may be Applicable .
See 49 USC-14706(c)(1}(A} and (8)
Truckload or Non-NMFC L TL : Carriers Received, subject
to individually determined rates or contracts that have
been agreed upon In writing between the carrier and
shipper, if applicable, otherwise to the rates,
classifications and rules that have been established by the
carrier and are available to the shipper on request, and to
all applicable state and federal regulations.
Shi nature/Date Carrier Signature/Pickup Date Arrival/Departure Times: Customer Signature/Pickup Date
Name: Name: NuFab Rebar LLC. Name: Arrive:
Date: Date: Depart: Date:
February 5, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn.: Mr. John Boss
FORT WORTH
WESTSIDE WATER TREATMENT PLANT PROJECT
RE: CPR-10, Sludge Collection Equipment Supplier
Dear Mr. Boss:
On March 19, 2009 the City of Fort Worth received bids for the Westside Water Plant
sludge collection equipment. Envirodyne was the low bidder, with a bid of $397,318,
followed by Westech, with a bid of $478,342. The contract documents stipulated that the
equipment supplier enter into a sub-contract agreement with the general contractor within
180 calendar days from the date of their bid. On April 30th, 2009 the general construction
contract was bid, with McCarthy Building Companies, Inc being the low bidder. City
Council awarded this project to McCarthy on June 23, 2009 and a Notice to Proceed was
issued on August 3, 2009.
On September 23, 2009 a letter was sent from Envirodyne to the City of Fort Worth
stating that the time specified (180 days) to hold their bid price had expired, though
Envirodyne was still willing to enter into a subcontract with McCarthy. Upon
investigation, it was discovered that McCarthy had issued purchase orders to Envirodyne
on May 19, July 16 and September 8, all of which were rejected for alleged non-
compliance with the bid document terms and conditions.
The City, Envirodyne, and McCarthy then discussed what would be required in order for
execution of a purchase order. Upon agreeing on the purchase order language, the
purchase order was issued to Envirodyne, who subsequently requested an additional
$40,000 over their bid price. Negotiations with both Envirodyne and the second low
bidder (Westech) followed, yet neither were willing to supply the equipment for the
previously bid price. Therefore the decision was made to re-bid the sludge collection
equipment. On December 17, 2009 the bids were opened, with Westech submitting the ·
low bid of$409,I51.
WATER DF.PARTMF.N'f
PRODUCTION DMslON
TH£ Cm Ott FORT Womt * 1511 llnt AVENUE * FORT WORTH, T!lW 76102
(817) 871-8258 * FAX (817) 871-8410
In the spirit of construction partnering, McCarthy offered to split any cost increase with
the City resulting from re-bidding the equipment, up to a maximum of $23,000.
Westech's low bid of $409,151 was $11,833 higher than the original bid price, which
results in a cost increase of $5,917 to the City.
The Fort Worth Water Department concurs with the recommendation of Black & Veatch
to accept this contract modification. Total cost for the proposed change amounts to
$5,917, with no additional contract time requested. This change will be incorporated into
Change Order # 1 to the contract.
Should you have any questions, please contact me at 817-392-8293.
Sincerely,
Chris Harder, P. E.
Engineer
Xe: Danny Shannon, P.E., CDM
Project File
. M§CARTHY
WESTSIDE WATER TPEATMENT PLANT 12200 OLD WEA1liERFORO ROAD FORT WORTH. TEXAS 76108 www.inccarthy.com
MAILING ADDRESS: P. 0. BOX 122419 FORT WORTH, TEXAS 76121 PHONE (817} 560-3740 FAX (817) 560-3n7
January 19, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fo~ Worth, Texas 76108
Attn: Mr. John Boss
Re: Change Proposal Request # 10
Westside Water Treatment Plant
P262-607540045683
Mr. Boss,
Please find attached CPR #10 for changes to the contract due to the re-bid of the owner
selected equipment supplier of the clarifier equipment.
As you are aware, the original owner selected supplier refused to contract with McCarthy
to supply the equipment per the original contract documents, and therefore the City of
Fort Worth decided to re-bid the entire package. WesTec Engineering, Inc was chosen as
the new supplier, and McCarthy has contracted with WesTec to supply the required
equipment.
In an effort to partner with the City of Port Worth, McCarthy offered to split the
difference of any cost increase, not to exceed $23,000. Due to this increase in price of
$11,833, please find attached CPR #10 in the amount of$5,917, half of the cost increase
required to contract with WesTec Engineering, Inc as the new owner selected equipment
supplier for the clarifier equipment.
Please do not hesitate to contact me with any questions or concerns.
John Frazier
Project Manager
McCarthy Building Companies, Inc.
CC: Paul Laufer -Project Manager
Steve Gotschall -Project Director
Jerry Mayer -Project Director
File
ENC: CPR#IO
Purchase Order w/ WesTec Engineering
Project Name: Westside Water Treatment Plant
Project No. : 002012.000
Change Proposal Request
CPR#0010
Date: 01/19/2010
Architect's Project No.:
Cost Issue Ref# : 16
Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This
document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to
schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy
Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order has
been fully executed.
DESCRIPTION OF THE PROPOSED CHANGE:
Owner Selected Sludge Collection Equipment Re-Bid Delta
SCOPE:
Cost Increase related to the Owner Selected Vender for the sludge collection equipment.
The Owners selected equipment supplier Envirodyne refused to contract with McCarthy without additional cost to the project.
Based on this requested add, the City of Ft. Worth chose to throw out the bids for this work category, and re-bid the sludge
collection equipment McCarthy in an effort of partnering has agreed to split the cost increase of the new owner selected
equipment supplfer to a maximum of $23,000.
WesTech was the new successful low bidder at $409,151, and has signed their PO with McCarthy for the purchase of 5 new
clarifiers for a cost increase of $11,833.00. This PCO is to have $5,917 added to the McCarthy Contract with the City of Ft Worth
for this equipment.
REFERENCE:
Pricing Details
Company Name
McCarthy Buildlng Companies, Inc.
McCarthy Building Companies, Inc.
BY~
Date:
Description
OSS Cost Increase
Subcontractor Bond
General Liability
Builders Risk
Project Bond
CO Fee (Sub Work)
CO Fee (McCarthy Work)
Net Amount of This Proposed Change
Amount
5,917.00
0.00
0.00
0.00
0.00
0.00
0.00
Net Change in Calendar Days Due to This Proposed Change
[j Schedule impact to be evaluated at a later date.
5,917.00
0
Accept
Do Not Accept
BY:
Date:
Printed On: 01/1912010 11 :03:03 AM
City of Fort Worth Water Department
Accept
Do Not Accept
BY:
Date:
Page: 1 of 1
.•
llliimilil ECUTED
ro)~ ® (f o \!J ~m
till FEB O 1 2010 ~
EXECUTED
By
To Co .. pany: WesTech Enlfneerinf, Inc.
3625 South West Temple
Salt Lake City. Utah 841 JS
Altn: Jeremy Rasbank
Phone: 80J-26S-1000
F"': 801-26S-10SO
Ship To: McCarthy Project Site
12200 Old Weatherford Road
Fort Worth, Texas 76108
Ship Via: Your Trucks
Date: December 21, 2009
Project Name & Number:
Wutslde Water Treatn,mt Plant
Ciey Of Fort Worth Project ti P262-607S4004S683
McCanhy Projecl #2012
Location: (Street & City)
Same IS 'SHIP TO'
Payment Terms:
Sec Exhibit I (attached)
Frelgllt Tsms: FOB Jobsite
Ddfnry D1rc(s) Req•lred: In Accordance with Project Site Staff
PO.DOC
OS0412R
F•t111sh tu rollowi•1 la accordaace wit• terms and co•dltla•r an rhe face and reverse side hcnol' and d111wl1p, sptdRcatlons and
addad1 u sc:t fertll o• E:%bl.bll J 1Uached1
Total Price:
Speciflcadon Section 11225 -Sludge Collcctlon Equipment
(See Exhibit 1 ror an Ellpanded Descriptton orScopc of Work)
Four hundred nfae thousand one hWJdred fifty one donars and no/100
(S409,1Sl.OO)
All correspondeace conccraJnc this order shall be direcled to Che lollOl'l'lnf address:
McCarthy On-Sile Management Trailer
Westside Water Treatment Plant
!2200 Old Wealherfo:d Road
Fort Worth, Texu 76108
Attn: John Frazier
ALL TERMS AND CONDITIONS AS SET FORTH ON REVERSE SWE ARE PART OF THIS PURCHASE ORDER.
WISTECH ENGINEERING, INC. MCCAJlTHYBUILDINC COMPANIES, INC.
rmBRALm~~
ACCEPTED: , 7' --.,
er
Byi ~ /. t!t.J I • YU }ye I
TJtle '
Dale: /, :)/,10
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l .,
,·
EXHJBITl
WESTECR ENGINEERING, INC.
EXPANDED DESCRIPTION OF SCOPE OF WORK
POMS"rooc
OS04UR
Provide all materiala, tools. equipment and appurtenances as required for the S1ud1c CollecUff Equfpmeat , in
accordance with and reasonably inferable from the Contract Documents, Inclusive of all code rcqviiemcnts and the
Authority having jurisdiction, complete and without exception unless otherwise noted below. including. but not
lim llCd to the following :
Refer rg, and Comply with Belated Section Spetjnc11Joo1:
I. Division I as ii applies IO Ibis scope.
2. Section O 1300 -Submittals
3. SCClion O 1730 -Opertting and Maintenaocc Data
4. Section O 1740 -Warranties and Bonds
S. Sociion 0990 I -Surf&co Preparation and Painting
6. Division 11-Equipment
7. Div ision JS -Piping, Valves and appummanccs
8. Division 15 -Electr ic: Moton
J1du1ions;
I. Specificallon Soctlon I I 22S Sludge Col.leclion Equipment.
2. Fumlsh to site five (S) sludge collector mechanisms for use in the sedimentation basins and the wuhwater
rec:o~ry basins as referenced In the dnwings and specifkations.
3. Equipment manufacturer shall be WcsTech Engineering, Inc .
4. All material and labor costs secure for the life oflhe project. s. Minimum ofnine(9) copies ofShop Drawings and Subminal Packages per 01300 and I 122S.I .06, one in
electronic format. .
a. lnc:lude clear nolltlcation ofany deviation from plans aad spec:ltlcation.s
6. Coatings requirements and surface preparation and shop prime painting per 0990 I and 1122S 2.02 .
7. Manufactwer's Services per l 122S.l.05 Minimum of4 rrips-s days total lo Include :
a. Minimum of J trip. I day io supervise Installation
b. Min imum of J trip, 1 day to Inspect and approve installation
e. Minimum of J trip, 1 day to supervise field testing
d. Minimum of I trip, 2 day to instnlct Owners and Engineer representatives in proper stanup llld O&M
I. Field Tesling per 11225.3.02.
9. Spare Parts and special tools per 11225.1.07 (spaR piutS lo be organized, labeled, and proleetcd) with a packing
list (part number, quanuty, and de.scription).
10. Special IDOis a.s requ ired by both Mechanical Contractor and Owner as n:quired.
IJ. Operating and Ma intenance M&m1als per 01730, submitsix (6) copies of complete manual in final form to be
submitted with in 8 weeks of approved submittals, one in electronic format.
12. Freight Costs
13. For the benefit of the original UJCr, WesTed\ wamnts all new equipment manufactured by WesTed\
Engineering, tnc. to be ftec fiom defects in materials and wodananship, md will repair or replace, FOB its
&ctoricl or other location deaignalcd by il, any part or parts returned to it which WesTech's examioation shalt
show to have failed under normal use and service by lhc orl&(nal user within Two (2) years &om Beneficial Use
ofcqulpmn.
Lwj]]mp;
I. Templall: drawin1 and achor boles to be approved and delivered in 30 days of Purchase Order
2 S•bmiuals and Shop Dnwlngs within 8 weeks after receipt of written PIIJ\lhasc Ordw (other lhan anchor bolt
paaem)
3. SlliPPinB 12 weeb after approval or as scheduled by McCarthy site staff
POMST.DOC EXI-I
........ -,...... ... -··· --· .... ·-·-·--------------------··---.. ··-·---·--··------··---
EXHIBIT!
WESTECH ENGINEERINGt INC.
EXPANDED DESCRIPTION OF SCOPE OF WORK
TOTAL PURCHASE ORDER AMOUNT
Paym•t TeJ'au;
S% with submittal approval
80% upon shipment or materials
5% with O&M's
5% upon training
Net 30 days with 5% retention, due upon completion ofWesTech's contractual obligations
Additional QarlOcatJons:
POMST.OOC
0504121l
I. Shlppln& Terms: It Is McCarthy's rcsponslbiliiy to inspect the shipment for any damage or shomges and notes
on the Bill of Lading at the lime of dell wry. Notify Wes Tech within three (3) working days of any shortages,
damage, or concealed damage.
2. Field Service: WesTecn•s price Includes ficld service as per Specification Scction 11225 by a WesTcch
representative. Additional field service is available at $7 SO per day plus expenses. Travel will be billed at hair * daily rate. Any cbargcs incurred by WesTech as the result of a customer's request to cancel or change a
service trip will be added lo the invoice. Two (2) week notice is necesSII')' prior to trip departure date to arrange
our schedule.
3. The equipment requfrcs field erection. A moderate amount of fit up may be required as I normal part of the
erection process. If the need for excessive fit Up or change work in the field becomes necessary, WesTcch's
standard policy requires I tracking number and a completed Inspection and Change Work Form describing the
work and charges Involved. McCarthy will make timely notifications 10 WcsTech regmding fit-up issues so
that an agreed to course of action can be taken to not impact the project schedule.
Terms and Conditions Q1rjflcatlon1;
I. WcsTech's p11.yment shall not be dependent upon McCarthy being paid by any third party unless Owner denies
payments due to reasons attributable to items related to the equipment being pl'OYided by Westecb.
2. WcsTcch may accept bac:kc:barges provided WcsTcch Engineering, Inc. is notified wi1hln 48 hou11 in writing
for response prior to the expense being Incurred.
3. Item 4 -Shipping-Is cluffled as follows, "Damages apply only if Ille delivery of WesTcdl cquipmem actually
harms the project and Purchaser is actually assessed damages due to. and only due to. WesTech's late delivery".
4. Item 6 -lnstallation -in the beginning In the 10111 line delete ''regardless of whether" and replace with "except
to the exient".
S. Item 7 -Inspection and Wamnty -J" paragraph s• 11nc delete the following "including the cost to remove or
correct worit of others in order to perform the warranty wort".
6, Item 10 -Def'ault-2..i line add Nacruar before "damages".
,, .
EXHJBIT2
LIST OF CONTRACT DOCUMENTS
A. THIS AGREEMENT
B. McCARTIIY CONTRACT W111{ TH6 OWNER EXCLUSIVE OF FINANCIAL DAT A
POMST.DOC
050412R
C. SPECIFICATIONS (Includln&i but not limited to, ln1tructlons to Bidders, General Coadltlons,
Supplemeutary General Condldon1 aad Specl•I Conditions):
Sludge Collection equipment Pre-Selection DGcember 2009
EXJ.1 0"°412ll
................ -.............. -.......... _____ , ___________________________________________ ___;
.EXHl8IT3
LIEN AND CLAJM W AJVER AND AFFIDA VJT FORMS
A SUBCONTRACTOR SUBMITTAL FORMS
I. Partial Lie11 and Claim Wai\'er and Affidavit. attached.
2. Final Lim and Claim Waiver and Afr.davit, attached.
B. SUB-SUBCONTRACTOR AND SUPPUEI. SUBMITI AL FORMS
I. Sub-subcontrai::lot or Supplier Partial Lien and
Claim Waiver utd Affidavit, atbchcd.
2. Sub-subcontractor or S~Uer Final Lien and
Claim Wai\'cr and Affida'lit, attached.
POMIT.DOC EXJ.I
POM!T.DOC
DS0412R.
PART[AL LIEN AND CLAIM WAIVER AND AFFIDAVIT
l'OMST.DOC
0$0412R.
R.cceivcd of McCARlHY the sum of S which sum represents the
tobll amount paid, including tho current payment, for woric done and maierials supplied to Job # Project of
wh ich-------------------------is lhe Owner under the under-
signed's contract with McCARTHY lhrough ______________ _
The undersigned, on oath, Slates that the current payment claimed ofS is due for work,
labor, materials, services and miscen111cous (all of which u-c hereinafter referred to as "Work Items") supplied to 1he said
Project through 1ho above dates and that no additional sum is claimed by the undersigned resp~ting said Project, ci=pt
punuant IO unresolved Notices of Claim, if any, to the extent previously filed in writing in conformity with the requirements
of said contract between the undersigned and McCARTHY u specifically listed below.
The undersigned, on oath, states that all persons and fums who supplied Work Items to the undersigned in coMec-
tion wilt! said Projoct have been fully paid by the 1Dtdersigncd for such Work ltems through the date of 1bo undersigned's
prior invoia: to McCARTHY for the Project.
In consideration of the payment herewith made. 1he undersigned does fully and finally release: and hold harmless
McCARTHY, its surety, If any, and lhe Owner lhrough the above d.ato from any and all claims, liens or right to claim or lien.
acising out oflhe Project under any applicable bond, law or statute.
[t is undcrslood that this affidavit is submitted lo induce payment of the above sum and for use by McCARTHY in
assuring the Owner and othm that all liens and claim, relating to the Wor1c Items furnished by the undersigned are paid.
By: _________________ _
Title: _______ .,..-___________ _
Authorized Representative
STATEOF
I ss. COUNTY OF _______ ~
Subscribed and sworn to before me this __ day of _____ ~ _.
Notuy Public
My Commission Expires :
Futll'e c~lcs will NOT be released until both copiu of this lie11 waiver and all required second tier lien waivers are signed
by an audiorimd offlc:er and returned fO M~AR fflY.
Li# unresolved Noticu of Claim, if any, wilh Data and Addmsee and aaacb hereto.
l'OMST.DOC oJoma
--·-·-·····"-····--· ... ··-·----··-------------·--·----------
..
FINAL LJEN AND CLAIM WAIVER AND AFFIDAVIT
POMST.DOC
OS0412R
Received of McCARTHY the sum of$ _______________________ _
-----which sum represents the totzl amount paid and payable, including the current payment, for work done and
materials supplied 10 Job# Projectofwhicb __________________ _
is the Owner under the undersigned's contract with McCARTifY __________________ _
---·
The undersigned, on oath, states that 1hc current payment claimed of S Is the
final payment for all work, labor, materials, services and inlsc:cllaneous (all of which are hereinafter referred to u "Work
hems; supplied to the said Project and that no additional sum is claimed by the undersigned respecting said Project.
The undersigned, on oath, states that all persons and firms who supplied Work Items to the undersigned In connec-
tion with said Project have been fully paid by the undersigned for such Work Jtems or that such payment will be fully
effected immediately upon receipt of this payment. Proof of such payments shall be filed by the undersigned with McCarthy
within ten ( I 0) days after receipt of this payment
In consideration of the payment hetewilh made, the undersigned docs fully and finally release aod bold harmless
McCARTIIY, its surety, if any, and the Owner &om any and all claims, liens or rlaht to claim or lien. arisin& out of die
Project Wider any applicable bond, Jaw or statute.
It is understood that this affidavit is subm lned to induce payment of the above sum and for use by McCARTHY in
assuring rbe Owner and others that all liens and claims relating to the Work Items furnished by the undersigned are paid,
Title :. ____________________ _
Authorized Representative
STATE OF _________ _.
1 ss. COUNTY OF ________ _,
Subscnbed and sworn to before me this ____ day _________ _.
Notar)' Public
My Commission E,cpres:
l'l~TOOC 00·>
•" . ...
SUB-SUBCOl"fTRACTQR OR SUPPLIER
PARTIAL LIEN AND CLA{M WAIVER AND AFFIDAVIT
POMST.OOC
050412R
Received the sum of S which sum represents the total amount
paid, including the current payment. for worlc done and materials supplied to Job# Project
wider the undersigned's contract through ____________ ~
The W1den:igncd, on oath, states that the current payment claimed of$ is due
fer wortc, labor, materials, servic:u and miscellaneous (all of which are hcrelHfter referred 10 as "Wortc Items") supplied 10
the said Project through the abovt da~ and that no additional sum is claimed by the undersigned l'C$~tlng said Project.
Tho wxlerslpcd, on oath, states that all persons and firms who supplied Work Items to the undersigned in conncc•
lion with said ~ have been fully paid by tJl8 un~igned for such Worlc ltcms through the date of the undersigned's
prior invoice for the Project..
In consideration of the payment hmwith made, the undersigned does fully and finally release and hold harmless _
__________ ...., McCarthy, Its Surety, if any, and the Owner through the above date from uy and all
claims, liens or right to claim or lien, arising out oftbi! PrQjcct under any applicable bond, law or statute.
It Is undeJStood that this affidavit is subm~ to induce payment of the above sum and for use In assurina the
Owner and others that all liens and claims relating to the Work Items furnished by the undersigned are paid.
STATE OP_· ________ __.
J ss . COUNTY OF ________ _.
Subscribed and sworn lo before me this ____ day _________ , __ .
My Commission Expires:
POMIT.OOC EXM
Notary Public
OFFICIAL RECORD
CITY SECRETARY
ORTH.TX
·--·-. ----· ----·-··-··-···---··-·---····--------·-··---·---···--·--··------····---.... .-.---·-----·-· ., .. ·-···· -·-·· -·-···--····-----.. ·-···· ·---··· ··--·--··----
. . ..
sua-suscoNTRAcTQR OR SUPPLIER
FINAL LIEN AND CLAIM WAIVER AND AFFIDAVIT
l'OMST.DOC
l>S0412R
Received the sum of$ __________________ which sum represents the iota!
amount paid and payable, including the current payment, for work done and materials supplied lo Job # ____ Projec:t
under the undersigned's contraa with __________________________ _
-·
The undersigned, on oath, slateJ that the cui-n:nl payment claimed of S i.s the
tinal payment for all work, labor, materials, services and misoclhmcous {all of which arc hereinafter referred to as "Work
Items-) supplied to the said Project and that no additional sum is claimed by the undersigned respecting said Project.
The undersigned, on oath, states tbal alt persons and firms who supplled Work Items to lhe undersigned in connec•
tlon with said Project have been ·fully paid by the undcrsigped for such Work Items or that such payment wlll be fully
effected immediately upon receipt of this payment. Proof of such payments shall be filed by the undersigned with __ _
________________ within ten (10) days after n:ccipl ofthi.s payment.
In consideration oftbc payment herewith made, the 1111dersii:ncd docs fully and Finally release and hold harmless_
----------------""' McCARTHY, its surety, if any, and the Owner from any and all
claims, liens or right to claim or lien, wing out of this Project under any applicable bond, law or statute.
It is understood that th~ affidavit Is submitted to induce payment of the above sum and for use in assuring the
Qwner and others that all liens and claims relating to the Work ILems l\tmished by the undersigned are paid.
By: __________________ _
Title: __________ -,-----------
Authorized Representative
STATE OF ________ --,,
) ss.
COUNTY OF _______ __.,
Subscribed and sworn to before me th is ____ day _________ ~
Noi.y Public
My Commission Expires:
POMST.DOC EXJ.5
,
March 2, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn.: Mr. John Boss
FORT WORTH
WESTSIDE WATER TREATMENT PLANT PROJECT
RE: CPR-11, Aluminum Bearing Plate and Grating at Ozone Building
Dear Mr. Boss:
I have reviewed CPR-11, consisting of the labor and materials necessary to install a o/4"
thick aluminum bearing plate over a drainage trench, sized to support a stair stringer, and
an aluminum grating at the stair landing to cover the drainage trench.
The Fort Worth Water Department concurs with the recommendation of Black & Veatch
to accept the contract modification. Total cost for the proposed change amounts to
$1,024.00 with no additional time requested. This change will be incorporated into
Change Order # 1 to the contract.
Sincerely,
Chris Harder, P. E.
Engineer
Xe: Danny Shannon, P.E., CDM
Project File
WATER DEPARTMENT
PRODUCTION DIVISION
THE CITY OP FORT WORTH * 1511 11TH AVENUE * FORT WORTH, TEXAS 76102
(817) 871-8258 * FAX (817) 871-8410
0 Printed on recycled paper
'=11 BLACK & VEATCH a.:,. Building a world of difference:
February 24, 2010
City of Fort Worth
Water Engineering Department
1511 11th Avenue
Fort Worth, TX 76102
ATTN: Mr. Chris Harder, P.E.
RE:
Dear Mr. Harder:
Westside Water Treatment Plant
Project No. P262-607540045683
CPR #11
Transmitted herewith please find three copies of McCarthy's change proposal request for the
referenced request. Black & Veatch has recommended the total change order credit amount of
$1,024.00 be approved. Please review the request, and if it is acceptable, have it executed.
Sincerely,
~i M§CARTHY
WESTSIDE WATER TREATMENT Pl.ANT 12200 OLD WEATHERFORD ROAD FORT WORTH , TEXAS 761~ www.mccarthy.com
MAILING ADDRESS : P. 0. BOX 122419 FORT WORTH, TEXAS 76121 PHONE (817) 560-mO FAX (817) 560-3727
February 3, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn: Mr. John Boss
Re: Change Proposal Request # 11
Westside Water Treatment Plant
P262-607540045683
Mr. Boss,
Please find attached CPR #11 pricing for changes made to the project due to RFI #37.
Please do not hesitate to contact me with any questions or concerns.
John Frazier
Project Manager
McCarthy Building Companies, Inc.
CC: Paul Laufer -Project Manager
Steve Gotschall -Project Director
Jerry Mayer -Project Director
File
ENC: CPR #11 Pricing
RFI #37
, -------· · c-hange Proposal Request ---
! CPR# 0011
I. Date: 02/02/201 O _____ __,
Project Name: Westside Water Treatment Plant
Project No. : 002012 .000 ·
Architect's Project No.:
Cost Issue Ref # : 20
Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein . This
document , when fully executed, as accepted, shall constitute authorization to proceed with the work described herein . Due to
schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy
Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed , whether or not the Change Order has
been fully executed .
DESCRIPTION OF THE PROPOSED CHANGE:
RFI 37 -Stair bearing plate and aluminum grating
SCOPE:
Changes to the stairs and trench grate due to RFI #37 .
DIRECTIVE:
RFl#37 Response
REFERENCE :
Pricing Details
Company Name
McCarthy Building Companies, Inc .
McCarthy Building Companies , Inc .
Description
Aluminum bearing plates & trench grate
Aluminum bearing plates & trench grate
Subcontractor Bond
General Liability
Builders Risk
Project Bond
CO Fee (Sub Work)
CO Fee (McCarthy Work)
Net Amount of This Proposed Change
Net Change In Calendar Days Due to This Proposed Change
I~ Schedule impact to be evaluated at a later date.
Amount
273 .00
601 .00
0 .00
7 .00
3.00
9.00
0 .00
131 .00
1,024.00
McCarthy Building Companies , Inc. City of Fort Worth Water Department
Accept
Do Not Accept
BY : _
Date:
Printed On: 02/02/201 O 06:20 :52 PM
Accept
Do Not Accept
BY· _ --·--·-
Date:
Page : 1 of 1
McCARTHY 1 -~
..,.: .. Jolo•~-~--,~,,:_-:_-::::_-:_-::_w.~~ .. ~-~-~~~WTP~--~~~~~-~~~~~~~----t:t-.=----=------~---_·_::,_ _____ >-------+---+--------~=-~~,-lp-llOl-n:-~~~-~:~:~-;--;.-.-nct-ft roti--;-119t---~---AF-_-;__J-ff7--;r_------t------,11
1t----------i
~'---_____ 01/JS/11 ______ ~ • ------------------~~-~-~-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:~~~~~~~~~~~~~~~:~-+--------+------+------..... :----~=r
----------------
1 Man Houts UnH Coets
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MCC ~,n_.Nataon--labor ---·------L-2 00 HR ~-: 135 ---------~----i7-$ 27
ucc ~.nd.~_!f'St~~..:.~------,-eoo -~~--------------__ e:('IQ ____ 1~~~---81 _-+-~=-~---=·: ___ :_.~=--· I 81
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1FORlill --,-•-~onspo~ 1.00 __ Hr _ ---------______ 1.00 19.8 S 34 .20 20 • ' 34 • J ------~
_l --->------0.00 ------------------------_..:__ ----+-----+------tr.!,---------i
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--:------------------~,----•----------··---· -~:: --··-----------;-------+------+-----t----·--:.1-----_:_ :-------
1---+------------------,--· ~_-:_-:_-:_-::_-:__-:_-;_-:_-:_-:_-:_-:_-:_-:_-::_~.7_-:_-:_-_-:_-:_~+,..-:_-:_-:_-:_-o;;.00~-;======--+;=======:..-=;=-------------------+-----·---_ . ~-=-------. s
---.-------------------------1--------------~:lll ------------J-----+-------t---------i----+----: : -------
. --.. -----------+--+--------<,--·--0-.00------+-------t---------~------------1--------• .. -S ----------+--+----+----+--~o~.oo'--'+----+--------------~ ----+-------+--------s 0.00 --------------~-----+---·---t------+-------t-c,-------1
----~
---1 ---
Total HRS 10.00 SUBTOTAL S
.~_,..FUE ~.~PARTS: 0.00%---0f-S--l="~-69.96 _ OFE.QM___ S
0\/ERTIME FACTOR • 10 00% OF S S 152.80 OF LBR S
719 I 152 .IIO s 411e.OO &9 .1111 s
s s s s
s 15.2& s s s 15
_ -•----------------------i-------1--I.ABOR BUR DE N: 55.00% OF S S 187.1111 OFLBR S
' _ _J _______ ·---t----+--~CON=~S~U'c~~"'~='cf -_7"1°:--PEr~R S 41111 o:>o C:i!:" : I 92.32 I s s
s s 34 .72 s s
92
35
5 r-----------·-----------------------------'------+---________ S_MAU TOOlSr•v._ 3.00% OF S ·2e0 .1a . OF LBR S ___ ,_ -----------·-· _ = 8.75% OF S OFMT!JFUEL S
I 5.00 s s s
s 7 .8 1 s s s
s s s s
SUBTOTAL S s 272 .99 s 530.72 s &9 .98 s 874
I 40 .95 79.61 s 10.49
s s
s s s
s 3 13 .94 81 0 .33 I 90.45 s
s
I 2 .51 s 4.1111 s s
s 0.1111 s 1.91 s s
s 2.199 s 5.82 s s
320.32 822.74 s 90.45
131 ! GC 15.00% I
·-;-·-·· Subs 10 .00% S
. --t--F-------+---+---1-----+ !------_M_ioc_-_--,--------su~C:AL--+,.----,=,,.,..~-==,+.---=-,.,.,,-:------t-... :----:,c:,00,:
------1--c,t-------1,r_-_-:_--+t---::_·:_-:_-:_1-::...-::...-:_-:_-:_-:_1-:_-::...-:_-::_-_-_-_+-_-__ -_-___ -_-_--1_ t--------s~ector eo-nd -1ciJooi =---1-~---===-'-i-=--=='+~--="'-,~-----+-~s----"'c;;
· ---• Insurance 0 .8000% S
I =t -. ~ Rislt 0 .3 100% S
--L----. :."j:=----+-----_--+---_-_-_·+-----~-Addltion 1l lloncf Promium 0.9106;otal ~
1 0024 --:-------t-: TOTAL $ 1,02,
.,
I •
M§CARTHY
Westside WTP
Project # 002012
12200 Old Weatherford Rd
Fort Worth, TX 76108
Submitted To
Black & Veatch International
John Boss
100 E 15th St.
Suite600
Fort Worth, TX 76102
Request For Information
PROJ RFI #: 37
Date Created: 10/19/2009
Prlortty: High
Tel: 817-56~3740 Fax: 817-560-3727
Answer Required By: 10/23/2009
Submitted By
McCarthy Building Companies , Inc.
J. Tristan Zamora
PO Box 122419
Fort Worth, TX 76121
Subject: Ozone/Flocculation Stair at Ozone Contact Basin Mezzanine (SB-13 & SB-1)
Dlsclpllne:
Category:
Architectural Initiated By: Northern Iron Works, Inc. -Shawn Scott
RefRFI:
Reason: Plans/Specs Discrepancy
Linked Drawings & Specs
Number
SB-1 OZONE/FLOCCULATION FOUNDATION PL.AN
SB-13 STAIR FRAMING PLANS ANO DETAILS I
Question
Drawing SB-13 detail 1 shows a 6'-6" dimension that cannot be held due to minimum stair width
dimensions. The minimum stair tread allowed is 36" (2009 IBC sedion 1009.1 exception 1 ). Since there are
two flights and , subsequently 4 stringer flanges@ 3.25" plus an additional 1" for clearances, the minimum
out to out dimension would need to be no less than 7'-2". This would also encroach on the 3'-6" walkway to
access the stainless steel cover plate reference 3/SB-13.
In addition , on the North side of the stairway there is an 8" drainage trench where the down stringer would
touch down, reference SB-1. There would be an approximately 4 112" wide opening between the stringer
and walking surface . This opening would be considered a safety hazard. Also, attaching the stringer to the
inside of the trench may be difficult due to the sloping floor of the trench and the confined space and it may
also cause blockage of the trench.
Please advise on the above issues.
Answer Date Answered:
Per discussions with the Architect, the stairs are not considered the main egress from the Ozone Basin area.
Therefore, the stairs are only required to meet OSHA regulations. Provide 30-in stair treads in lieu of the 36-in treads .
Maintain the 6'-6" dimension shown ori the plans. Provide a 3/4" thick aluminum bearing plate at the drainage trench
for the stair stringer to bear on. Refer to the attached sketch for a section view of the bearing plate. Provide 4-ft of 1"
thick aluminum grating to cover the trench at the landing of the stair. The grating shall be supported as detailed in A/
SZ-3 . CNS/JOO 11/18/09
Architect/Engineer Signature
By: _________________ _ Date: ______ _
Consultant
Courtesy CoplH
MWI Joeh Trim
Prinlad On: 10/1ll/200t Page 1,_1
I ~ •• JASTER-QUINTANILLA DALLAS, LLP PROJECT WE'Sf 51:t?e ,, .. rrP , _-· ENGINEERS SURVEYORS JOB NO. i'NI !:Zl-SHEET OF ·'·· -. DESIGNER ..)~Iv\ u I r:1.La~ DATE r • .... --··-.----...... .. -......... ' . -"' ----. -.---.·-, -·--:-"' . 1 .. ·-1··-i . . ' . ···--.. ··-·-····. ··-·-·· ----.!,. .. -·· ----···-·•·-·-·· --~ ·-'·· --••• 1 ••• __ ; __ !-···1-··:···· i : ~-.. -: _ ___ !_, __ .,_ : -; --!-1·· •• .J ••.... -_;--_~---: .,• •• -•. J ... --'. ~--__ ,. _______ -... -,-· ···-.. ·-i· :.-~ -,. : . : i ·-·-· !" -·+-·"'!··· . ·----· .. -\---··.: .. ../·-.. -' .. , • I I '..--···--.L .• :·-.-. ---llff. f kll> 1'1 ·· --~ ,----1\l-u· ifi l'p,;,q ! ,,_. ' ' --·--,---,-----------,-,-. -. ' .. -------~)f i~i?~ ~r ~}i¢fi~~ti:~._)£:i~il:1r:;~ , ..... ····.--·-----'-,-·~·+,-xc'._ ·-· .--,--·,--~-+/ ~,,, .. uf.+At:fff.--:-· '! -~=,~'::~ -'~~ -L=•= -~ :~]~~+~::Jff&z~ -; __ _ ··-·· ·~-·. -~µ,-· -·-·i----,--.::.:~-)=~~-.-;--,-i-,·· ... L .<Iy'· ~~-,-·i··'-.j...C.+-· --'·/. itb·· -·. -,--, -.. o'· R--···7 ~· -r;···· --:--i~; ·::::~:-Fl:\~ : ... :~_oL:.:~-__ 1 -· !~-, ... ' --.. ·,--' -'. ··-.--,-·: -: .... . ·-... j .. ~-··--·•·-----·~--!-. ••• · ... ,_ ,-. ,-~ .. ·-i ; __ ] ..... -·--.-··---~ ~···-'··-: ···:--····-· ·-·> i-··:-··.··_;--;~•-:"-···;1.. .. -· ~ ., ... .: :._. __ '.·-··---:--·-·· . .:_ . ..: ... : _ .. t. ·-... ":-t--: .. ···<·-~-·· . ., ( .. f-.. ;. '.-·i·· .:.-+. -: ·-i--( ,-.: .. j .. :.J ... : __ ;_ [_;_; :_, __ ; ___ : __ j_)_.: .. ; ... ·.-_J._!· ·!····-··>--' .. ·--. ----:-4'-, --· "'f -<I • __ ;_-i··-· ..... :. ----.-'---'-· ··--·-·-.---: .... (·-.-! •.• ·-····-·-· .... -·-i-~-; :--·;····: -·!------· •· ._ .·. __ : .. '-.·--· --~-~: :~:~ J::fb~}~?~~:~-.. ~.:t~:~~~gJ:j331:,=;-'-~:=·~·--~-:~;~;7:~~;::~+~~~~::' ..... -~-_:-.~=--,~~: .. -·_-·-·; __ ·_ -41· ; . ' ....... ' ....... ~L,.;. i i --···p· _, i.:..,'··'·· --..... -.... -. .! . -... R'iAl?.a.t:J .. G .... :v .. -~ _, + ·. U-:-.. -······ -·-' -'··-·-.. -----· ;~: :<~=;;=~~:.:-.~1f1{F~i~~:· :,.: ... ·:.~::·. ::.LT.-·--·,-·· . --. -·-~. -·, ~;~= ..... -· -1-• ·--· ---~ •,. __ ....,.. __ _ ; -i· . ·-'--·: .J ... ---:· ·, . _i_;_·'·-;--:_"·-'---;-LL... -.-·: .. ····--.. -·. -·-·:-,_ ·--f1r--:t.-.. --#-,·32·:· •-··· -· -••' ·-,~. , .. ·-. -.. -'---· -·. -r :-:· . . . :. ~ --..... -•..•. -.. I _____ ; ......... .:. _ _!__ -_: ______ ---· ...J __ -,--··--·· ~_.=;____ ;~:-?-: ?-:-i:l~H+~]f t~?t··_:=-•=~= :?::: -_.:=:-_ -----·-
March 2, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn.: Mr . John Boss
FORT WORTH
WESTSIDE WATER TREATMENT PLANT PROJECT
RE: CPR-12, Relocation of LOX/Chemical Storage 4" Under Drain Pipe
Dear Mr . Boss:
I have reviewed CPR-I 2, consisting of the relocation of a proposed 4" under drain pipe in
order to avoid placing the pipe beneath the structure grade beam. The majority of the cost
associated with CPR-12 consists of the labor and equipment necessary to install , bed,
backfill and compact a new pipe trench.
The Fort Worth Water Department concurs with the recommendation of Black & Veatch
to accept the contract modification. Total cost for the proposed change amounts to
$2,527 .00 with . no additional time requested. This change will be incorporated into
Change Order # 1 to the contract.
Sincerely,
Chris Harder, P. E.
Engineer
Xe : Danny Shannon, P.E., CDM
Project File
WATER DEPARTMENT
PRODUCTION OMSION
THE CITY OF FORT WORTH * 1511 11TH AVENUE * FORT WORTH, TEXAS 76102
(817) 871-8258 * FAX (817) 871-8410
0 Printed on recycled paper
.
~
1=11 BLACK & VEATCH
~. Building a world of difference.
February 24, 2010
City of Fort Worth
Water Engineering Department
1511 I Ith Avenue
Fort Worth, TX 76102
ATTN: Mr. Chris Harder, P.E.
RE:
Dear Mr. Harder:
Westside Water Treatment Plant
Project No. P262-607540045683
CPR #12
Transmitted herewith please find three copies of McCarthy's change proposal request for the
referenced request. Black & Veatch has recommended the total change order credit amount of
$2,527.00 be approved. Please review the request, and if it is acceptable, have it executed.
Sincerely,
j f,f§CARTHY
WESTSIDE WATm TREAThENT Pl.ANT 12200 OLD WEATtERFORD ROAD FORT WORTH , TEXAS 761~ www.mcca[thy.com
MAILING ADDRESS : P. 0. BOX 122419 FORT WORTH , TEXAS 76121 PHONE (817) 560-3740 FAX (817) 560-37.2 7
February 3 , 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn: Mr. John Boss
Re: Change Proposal Request #12
Westside Water Treatment Plant
P262-607540045683
Mr. Boss,
Please find attached CPR #12 pricing for changes made to the project due to the Field
Memo from CDM dated 1/6/2010.
Please do not hesitate to contact me with any questions or concerns .
Sincerely,
John Frazier
Project Manager
McCarthy Building Companies, Inc.
CC: Paul Laufer -Project Manager
Steve Gotschall -Project Director
Jerry Mayer -Project Director
File
ENC : CPR#12
CDM Field Memo dated 1/6/2010
r------·--·· ·---.. -·-·-· .. .. . .. .. ·--·--·---·
1
Change Proposal Request
Project Name: Westside Water Treatment Plant
Project No. : 002012 .000
i CPR# 0012
/ Date: 02/02/201 O
Architect's Project No.:
Cost Issue Ref # : 19
Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein . This
document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein . Due to
schedule impact , this work may be performed prior to approval of the formal Change Order . The Owner agrees that McCarthy
Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed , whether or not the Change Order has
been fully executed .
DESCRIPTION OF THE PROPOSED CHANGE:
Relocate Underdrain Piping at LOX/ Chem Storage
SCOPE:
Relocate 4" DR line shown on SE-1 and SE-2 4'-o· to the Northeast to avoid conflict with the grade beams per COM Memo
dated 1/6/2010.
DIRECTIVE:
REFERENCE:
Pricing Details
Company Name
McCarthy Building Companies, Inc.
McCarthy Building Companies , Inc .
McCarthy Building Companies, Inc.
BY:
Date :
Description
Relocation of 4" underdrain @ LOX
Relocation of 4" underdrain @ LOX
Subcontractor Bond
General Liability
Builders Risk
Project Bond
CO Fee (Sub Work)
CO Fee (McCarthy Work)
Net Amount of This Proposed Change
Amount
736 .00
1,427.00
0 .00
16.00
6 .00
18 .00
0 .00
324.00
2,527 .00
Net Change In Calendar Days Due to This Proposed Change
[] Schedule impact to be evaluated at a later date .
Accept
Do Not Accept
BY · _____________ ··-·. ···-------
Date : _________ ··-·
Printed On : 02/02/201 O 06 :31 :22 PM
City of Fort Worth Water Department
. _ Accept
Do Not Accept
BY : ______ _
Date : ---···
Page : 1 of 1
lte-mized Pricing
McCARTHY !
i ·-r----------------------+-----. ----------t-·-----+------.._------+----+------+-------t---·-------
i
-WTP
Dato : -+----+-------+-"0..=crfc.l=•'tioccnc.:-; CP~2 . Relocate foundation dr11in .c• per COM Field~ dated l-·------+-------
·-f---·------+------+1"'N10="-10=-,. __________ ,1 _____ ~-----+-_ ·---__ ----·
--·c---·----+------·-+-1-----+-----·+---------t----
Man Hours Unit Costs Total Costs
l!"ffl . ----UOM ~:---~~-~'-ur'"'--+--"M,;s"1"---4: _ _,e~,"'---+-----'s~~"'b'----+--'Lo"'s;,bor,,,___---l---"i.;~,~"------l--~;"---,-~s..c;5;=b __ -t---=i"'!:=c-1----i
i 0.00 S ~=-=~-llhof, -----------------~3.oo--k...cv ---0='·00==t-----c7t------1-,
5
,---,29=_1=3-+·-·-----------121 238 !
--Cal 41 8 8edohoe _& OJ!e2!'0< -·-· -8.00 Hf --+ 8.00 --~~'8,,,_ ____ _,_~---=~+------+-----~c..+-----+-
r-_ LF ____ -_-__ ·_-_-_-_-__ ··_· ------18.00 MH 18.00 ____ 1,;3,.;:.5t-----·+-------l------t-----'2:;!,_Cc8-t------l----S 218
___ --·----~ .. 2:~. MH 2.00 25 ..,.., s·-·· ___ .2Q__
0 00 --S ,---+-=-=---------------~-=-=-=-=.l(OO..=t~v_..=_~ ·= ··-··-··--·· ~--. o~~ ------. ----------------+-----· ----------------------+-----...,,~------1
Cot411~--~~-"!'. ---------+--5_.oo _ _,_'_H_r-+---5.00 16 5--~29=_7~3+-_-__ -_-_-_--_-__ --+-_-_-_-__ -_---,80-c+_ ----+---·-·149 --L, ---229 _
Camoector&Ooo.-_____________ --~oo. ·-[_Hr . -· -5.00 13.S --$ 9:24 -------_______ 158 -------· 46 _ 1U
Ul>Otor 5.00 I MH 5.00 13.5 158 .::::-. ....:. -~ ----·-·--'-L___ 158
_F~ 2.00 I MH 2.00 j5 _____ ··-------·· 50 ------~-----S 50 _
·--Sooii'M..-12. -+·-;;:c::-:y+--~----t---,~c'c:c=t----+------l------+-------+--------t·----+-------t--·-·------!
LIIOLMdtf&Oporilor ·-·-···--·--1 Hr 1.00 18 S 45 .07 !8_ --·-13() 45 ---·-----E-S ___ -c'8cc1-I
TruoinQ _(T~~e!!',_--,_l__ _ _____ 2_ Hr 0.00 __ __ 85 _:_ ___ • ------_ --··----J !~
-·-Med"ar'tlcat --·---+·---+----J----___ 0.00 ----------•-------+-------+-------. --
.-Sc11.0 PI/C p.,,f0fa1ed ,,;,,.·-· 12 LF 0.14 ;·· ----~~ -·--1i6 _____ 2.~ __ ---· __ ·---··-·-·· ------33,,.-+---~2·8,,.-+-------------. : -~
45uaara.Elbowl ___ <4 ____ -~ 1.15 ,USO 1i.i 20 .843 --~====--~---------9'? ---~-·--:-,------1-fi
-·------··-· . s ---~
------+------·--!------+--··--:... -------=-t ----.
. ---------·~~ _-:-----_-_-_-_-_-_:_ ... ,--_-_:::::::::::::::::::::::::::::; ______ -10•,_-__ -··--·---
-·---··--~::
0.00
0.00 ___ -: =·~-=-;----+--+-----+----'~"'::3---+-------------_-__ --_-_-_-::...-.=.=-~ ~--_:::::::::::::::::::::::::::::::::::::::::::::::::::::::::.
·----. . ,-I ----t----1----+----"~."':"1---·-
---1 -··-·t---+---t-----cocc.ooc=+----+-----+-------· -------·-----+----+-----~------------
s
s -----· s s -···-------
s ··-
-------i 798.09 s 241 .52 s Total HRS 50.21!1 SUBTOTAL I 4 .75 S s 1,517
s s
79.11 s s
482 .14 s s
s 14.91 s
25 .00 s s
40 .82 s s
s s
1,426 .56 s 25843 s
s
s 80
s 4113
s 17
s 25
$ 41
s
s 2.163 --
FUEL. OIL, & PARTS: 0.1)0% Of S 5 4n_75 Of EQM S S
-------------------~--·--_ ·-OVERTIME rAi:=rOR=-=-,+-""'10~.00%='_ °' __ c--1f----'Ofc:-_..;~'----+;s---='11111~_09Cc-t---'co"'F,=LB~R'----t'!'s----=-t+----+:;'-------+.,:s------1-+----=-+
-· ···v.BOR BURDEN : 55 .00% Of S S an.90 _,,OF::,...,LB:,::;R_-+.._s ___ -""=~i..--'--E---C.C.-+;:.s ____ ---t+-----"'=-1
·------+------+---+----'CON='-'S"'U"'MAB~"'L=ES~·--c'7_~00%='--+-· ..,·-~-=OF':c-~·?'-cf __ .1__:::_ _ 241 52 OF MAT S S
------------------~-. ··-----S"·'LSAFTOOl..~S S0 .50 PERHOUR -:-=~-----=of=la~bor=---+S:----=?=-~----+;;-------1-,5:-----+-:-----~-1
-·--+-----~-+----1----':::-="-'-::,,::=1_;3:c,.00% OF S S ~-::::O!cf=LBe,:R.:.__1-S:_ ___ =::,._µ. __ _:__-+:e....----1-'S:-----E------'-'~
____ TAX 000% -· -OF S S : C:u::~EL ! m.
75
:
213 .1111 s Jan s 324
s -----~·l!0'4,,:,..-+;.'---==:+i--=-'-'-l-=----'-71'".15&=-h------++-----="-I 10.00% S ---------1------"-------+-----<
. ------------------··-· -~ --__ 1 __ -+---~---+-----<
---------~-----+-'-+---+-----+-----!
!--+--------------------------jr----,.---+----+-
--! . --lfiiii% s s s s
1 &I0.54 s 297 20 s 2,487
s . ------Su~•~ -~"~,!~=O-=TAL~-l-l:_ __ ..:.,:=::.:.+,=--..:.;c...:c;+;:...-....;:54'-'9;;;..4.;.1+S':-S-----+-:---....;""""'-I
13.12 s 2.38
5.13 s 0.113
15.10 s 2.74
s 1&
s 6
s 18
--------·t------,,--+---1----+-----+-----lt-__________ ···· ... Insurance · 0.8000% S
Addition•1e!:!~m~! -:c~..;:~"'~~=%c----t+------,'a~+.:---='-a~+----r.!;-----1r.----:-;;-1 ----~--
-t------------
1.473.90 303 .24 $ 2,527
$ 2 527
L --· ----------1--------·----------f---------.
-----------i-----+----Total S
TOTAL
---------t-----i~--1-~----· -----
1 \ I •
Memorandum (Email)
To:
From:
Date:
John Boss
Black & Veatch.
Chad Bartruff (TX PE #91688) l?A..
COM (F-3043) l,A-1
January 6, 2010
Subject: Westside WTP Project
LOX and Chemical Storage Underdrain Pipe
Sheet SE-1 includes alignments for underdrain piping beneath the LOX and Chemical
Storage areas. As shown, the layout includes position of underdrain lateral parallel to the
building foundation, and is therefore located directly beneath the edge footings/beams of
the storage area structures.
It is proposed that the lateral and immediate adjacent piping be shifted away from the
building, 4-ft on-center towards the storage areas. It is understood that the retaining walls
located along the 'plant-west' and 'east' sides of the storage areas have been poured with
the necessary wall pipe sleeves in place. To accommodate the piping shift and complete
the tie-in to the wall pipe sleeves, the necessary PVC bends/ fittings shall be provided
adjacent to the retaining walls .
As shown on Sheet SE-11, Sections l, 2, and 3, the location of the additional reinforcement
shown in Section 3 shall be adjusted to correspond to the drain pipe placement.
cc: Chris Harder (FWWD)
Josh Trice (B&V)
Bow Lin (CDM)
Sagar Khole (CDM)
File : 62142 - 9.04
LOX.Chem Sto<wQe Undardrlin Pipe .doc
OFFICIAL RECORD
CITY SECRETARY
ORTH, TX
March 23, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn.: Mr. John Boss
fORTWORTH
WESTSIDE WATER TREATMENT PLANT PROJECT
RE: CPR-13, Deletion of Sheet Waterproofing at Water Vaults
Dear Mr. Boss:
Plan sheets SA-4 and SA-5, along with specification 07126 require asphalt/polyethylene
sheet waterproofing to be applied to the exterior structural face of the underground
portions of the raw water and potable water meter vaults . As part of their review,
McCarthy Building Companies requested the Engineer, Camp Dresser & McKee, to
evaluate the necessity of installing the exterior waterproofing at the raw water and potable
water meter vaults . Upon evaluation, Camp Dresser & McKee agreed with the
Contractor, and recommended deletion of the exterior sheet waterproofing at the two
meter vaults. Based on this decision, McCarthy Building Companies was able to
negotiate with their subcontractor a $9,082.00 credit for the deletion of approximately
3,350 square feet of exterior sheet waterproofing.
The Fort Worth Water Department concurs with the recommendation of Black & Veatch
to accept the contract modification. Total credit to the Fort Worth Water Department for
the proposed change amounts to $9,082.00 with no additional time requested. This
change will be incorporated into Change Order # 1 to the contract.
Sincerely,
Chris Harder, P. E.
Engineer
Xe: Danny Shannon, P.E., CDM
Project File
WATER DEPARTMENT
PRODUCTION DIVISION
THE CITY OF FORT WORTH * 1511 11TH AVENUE * FORT WORTH, TEXAS 76102
(817) 871-8258 * FNC (817) 871-8410 0 Printed on recycled p&per
br.J BLACK & VEATCH
. Building a world of difference:
February 24, 2010
City of Fort Worth
Water Engineering Department
1511 11th Avenue
Fort Worth, TX 76102
ATTN: Mr. Chris Harder, P .E.
RE:
Dear Mr. Harder:
Westside Water Treatment Plant
Project No. P262-607540045683
CPR#13
Transmitted herewith please find three copies of McCarthy's change proposal request for the
referenced request. Black & Veatch has recommended the total change order credit amount of
$9,082 .00 be approved. Please review the request, and if it is acceptable, have it executed.
. ~--
WESTSIDE WATER TREATMENT PLANT 12200 OLD WEATHERFORD ROAD FORT WORTH, TEXAS 76108 www.mccarthy.com
MAILING ADDRESS : P. 0. BOX 122419 FORT WORTH , TEXAS 76121 PHONE (817) 560-3740 FAX (817) 560-3727
February 17, 2010
Black & Veatch Corporation
12200 Old Weatherford Road
Fort Worth, Texas 76108
Attn: Mr. John Boss
Re: Change Proposal Request # 13
Westside Water Treatment Plant
P262-607540045683
Mr. Boss,
Please find attached CPR #13 pricing for changes made to the project due to the field
directive memo from CDM on 1/26/2010.
Please do not hesitate to contact me with any questions or concerns.
Project Manager
McCarthy Building Companies, Inc .
CC: Paul Laufer -Project Manager
Steve Gotschall -Project Director
Jerry Mayer -Project Director
File
ENC: CPR #13 Pricing
' ' , ject Name: Westside Water Treatment Plant
Project No. : 002012.000
Change Proposal Request
CPR# 0013
Date : 02/17/2010
Architect's Project No.:
Cost Issue Ref# : 25
Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. Thi
document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein . Due tc
schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarth~
Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed, whether or not the Change Order ha!
been fully executed.
DESCRIPTION OF THE PROPOSED CHANGE:
Delete Wateroofing Below Subgrade @ Potable and Raw Water Meter Vaults
SCOPE:
Per COM memo dated 1/26/2010, all subgrade waterproofing is to be deleted at the PWMV, and the RWMV .
Per a meeting with John Boss of B&V on 2/4/2010, below grade waterproofing will only be installed in the following locations;
Install Carlisle Miradri 860/Miradrain 6000 System : Includes Mastic/Liquid Membrane for Termination
1. Detail #1 -SD-12 around Electric/Blower Room Perimeter below grade from 1-6 east to J-6, J-6 south to J-3 (East
Vertical Foundation Wall)
2 . Detail #1 -SD-12 Exterior below grade vertical foundation wall at Tunnel B from match-line C north to end of tunnel and
wrapped around north wall to edge of tunnel.
3. At Ozone Chemical building below grade wall per detail #1 -SE?, Dividing Foundation Wall.
REFERENCE :
Pricing Details
Company Name
Chamberlin Dallas Ltd
Description
Delete below grade waterproofing at the PWMV &
RWMV
Subcontractor Bond
. General Liability
Builders Risk
Project Bond
CO Fee (Sub Work)
CO Fee (McCarthy Work)
Net Amount of This Proposed Change
Net Change in Calendar Days Due to This Proposed Change
0 Schedule impact to be evaluated at a later date.
Amount
-9,082 .00
0 .00
0.00
0.00
0.00
0.00
0.00
-9 ,082.00
McCarthy Building Companies, Inc. City of Fort Worth Water Department
Accept Accept
Do Not Accept Do Not Accept
BY: BY: BY :
Date: Date: Date :
Printed On: 02/17/2010 03:30 :30 PM Page : 1 of 1
Mc.earthy Building Companies, Inc.
Project Name: Westside Water Treatmen t Plant
Project No. : 002012 .000
McCarthy Building Compan ies , Inc .
BY~ BY :
Accept
Do Not Accept
Date: 2,./1-::,.-/z.oJC) Date :
-----------------·----·---··-··-------
Change Proposal Request
CPR# 0013
Date: 02/17/2010
..
Architect 's Project No.:
Cost Issue Ref # : 25
City of Fort Worth Water Department
Accept
Do Not Accept
BY:
Date:
Printed On : 02/17/2010 01 :30:19 PM Page: 2 of 2
Memorandum {Email)
To :
From :
Date:
John Boss
Black & Veatch .
Chad Bartruff (TX PE #91688) nJ..
COM (F-3043) 04-1
January 26, 2010
Subject: Westside WTP Project
Sheet Waterproofing Application -Modifications
Section 07126 Sheet Waterproofing was submitted for review. As specified, application of
the product is required for exterior below grade waterproofing and as an interior subfloor
membrane. Based on further review of the below grade portions of structures, it was
determined that sheet waterproofing should only be applied in two below grade areas:
1) Ozone/Chemical Building lower wall adjacent to the LOX/Chemical Storage area
subgrade and french drain.
2) Exterior perimeter walls associated with the Adminish·ation Building, Electrical
Room (Room 203) and Blower Room (Room 204).
If specifically noted on the Drawings, above grade areas should receive application of sheet
waterproofing as indicated. Please discuss deletion of all other below grade sheet
waterproofing with McCarthy.
cc: Chris Harder (FWWD)
Josh Trice (B&V)
Chris Story GQ)
John Mischkot GQ)
Steve Tiberg (Komatsu)
Bow Lin (CDM)
Danny Shannon (CDM)
File: 62142 -9.04
Waterproofing · Below Grade.doc
ROOFING&: SHEET METAL
Modiflad Bitumen
BUR
EPDM
TPO/PVC
Metal
WATERPROOFING&:
CAULKING
Jo int Sealants
Exp·ans ion Jo ints
Membrane Wa.tei'proo ft ng
Elastomerlc Coa.tfngs
Wa.ter Re p~llents
Wa.terblasting
Concrete/Masonry Rapa.Ir
Da.mf)roof(ng
Fla.sh Ing
Traffic Coatings
ROOF MAINTENANCE &:
LEAK REPAIR
Building Surveys
Lea.k Repair
Roof Maintenance
DALLAS/ FT. WORTH LOCATION
2346 Glenda Lane
Dallas, TX 75229
214.273 .9110 / 817.237.1927
214.273 .9120 / 817.237.2676 fax
OTHER LOCATIONS
Houston
Austin
San Antonio
Oklahom& City
March 16, 2009
McCarthy Building Co .
Attn: John Frazier
r--------""-•
/y·"'· .
v ' '. ·. ·.\
( CHAMBERLIN
~-R ,, "11 ,, 9 s. w u ! ' I p; ~ :, ! ·, I: g
.......... ~..... . --. ----..... --
RE: Westside Water Treatment Plant-Below Grade Sheet Waterproofing Credit
Dear John :
We propose to furnish all labor, materials, tools, equipment, and insurance necessary to fully perform and complete the following scope
of work in accordance with the follow ing : ·
Waterproofing-Raw Water Meter Vault (Approx 2463 SF) ......................................................... S(6,682.00)
Waterproofing-Potable Water Meter (Approx 884 SF) ..•.......................••.......................•....•.•... S(2,400.00)
Total ............. · ........................................................................................................... $(9,082.00)
We propose to complete the waterproofing as described above, for the sum listed above; excluding 8.25% sales tax ..
Incorporated Notes: ·
Thi s offer is good for thirty (30) days
We acknowledge no Addenda
All work to be perfonned during normal business hours
Owner/Contractor ae;rees to furnish: complete access to work areas, dumpster, toilet facilities. potable water, and all electrical power, as required , at
no additional cost to Chamberlin . ·
•· All surfaces to be given to Chamberlin in a smooth, broom clean condition, free of contaminants, fonn oils, release agents;vo ids, fins, and projections
• Chamberlin is not responsible for recognizing, locating, or removing asbestos, PCB·s, or other hazardous materials .·
• Chamberlin is licensed, certified or approved to ins tall the systems described above
• Unforeseen conditions or circumstances are not assumed nor anticipated in the scope of work proposed above and will be brought to your attention
immediately upon discovery by Chamberlin persoMel for a prompt resolution
Chamberlin's standard warranty excludes : failures · caused by failure of the substrate, moisture vapor transmission or hydrostatic pressure, abuse,
conditions that exceed the limitations of the materials, sufficiency of the design; removal and replacement of overburden materials; incidental and
consequential damages
• All colon are to be selected from the manufacturer·s standard colon
Pricing is contingent on mutually agreeable contract terms , conditions, and proper coordination of the work
Time and material work will be completed at $48 .00/ man-hour with 20% mark-up on materials .
Samples of products or systems presented for review are intended only to provide a generBI representation and not necessarily an exact replica of the
prcidui:ts or systems to be furnished or installed · ·
Please be advised that the products and methods outlined in this proposal are based on our visual survey, plans, specifications, or our practical
e>q>erience in resolving similar problems for our customers; we are not design professionals, arch itects , or registered engineers,· and are not
responsible for determining building code compliance and do not perform design services
For CIP, not withstanding anything to the contrary the CIP deduction, contract reduction. is lirpited to the amount of insurance premium that will be
saved by Chamberlin due to the provision of insunnce by General Contractor to Owner. Specifically. but not limited to, excess-umbrella <:overage, on
which Chamberlin has.a flat fixed premium where there will be no deduct provide as there is no savings to benefit Chamberlin.
The proposal is not for the sale of goods, but rather a service contract for the installation or application of products, systems or materials. Therefore,
THE IMPLIED WARRANTIES OR MERCHANTIBILITY AND FITNESS FOR A PARTICULAR PURPOSE· ARE HEREBY
EXCLUDED. •
Excludes building permit, P & P Bonds, overtime, window cleaning, accelerated schedules. field nr laboratoxy testing, mockups, liquidated damages ,
temporuy facilities or uti lity hook-ups or night or weekend work. ·
This proposal EXCLUDES any reference that Chamberlin has fully exBlllll\ed and analyzed all sito conditions that may affect performance and to
affirm no conditions exist that may affect the progress. performance or price of the work. If physical conditions are of an unusual nature that differ
materially from those ordinarily found to exist and generally recognized as inherent in construction activities of that type, Chamberlin will
immediately stop working in the area and provide written notice promptly and before the conditions are disturbed, in addition Chamberlin may be
entitled to an equitable adjustment in the contract swn, contract time or both.
We appreciate tho opportunity to submit our proposal for this project Chamberlin has been in busineu over 100 years. We would like to be your "Sin1le
Source" contractor for everything from waterproofing to caulking to traffic coatings to roofing. We are financially sound and professionally capable and
will perform the work right-the lint time. We would like the opportunity to review the scope of this proposal with you soon. Pleaso call ifyqu have any
questions.
Sincerely,
CHAMBERLIN ROOFING & WATERPROOFING
. Ryan Grigsby
Project Manager
Accepted by(sigoature): __________________________________ _
Printed Name & Tide: Date _________ _
-YOUR FAXED SIGNATURE ABOVE WILL BE TREATED AS A FULLY EXECUTED ORIGINAL CONTRACT-