CM-10-12-238ROUND ROCK; TEXAS
PURPOSE. T' SSION. PROiPf Rtfl
City Manager Approval Summary Sheet
Consider executing a Change Order No. 4 with Flintco, Inc for the Intermodal Transit and
Item Caption: Parking Facility project.
Approval Date: 12/10/2010
Department: Infrastructure Development & Construction Management
Project Manager: Thomas
Item Summary:
These changes were made due to the design and field conditions discovered during construction. Wire mesh added
to topping slab, added embeds plates at second floor and changes to green screen connections to avoid cabling.
Strategic Plan Relevance: Mobility and Connectivity Strategic Initiative 2060 Vision: Residents and visitors
will have alternative choices for transportation including public transportation
options, pedestrian/biking options and personal vehicle.
Cost: $3,769.00
Source of Funds: 2002 General Obligation Bond and ARRA Funds
rev. 09/10
Contract Quantity Adjustment/Change Order
Department: Infrastructure Development & Construction Manages
Prot Intermodal Transit and Parking Facility
Name:
City Project
ID Number: PTO2ITPF
Justification
Date:
Change Order/Quantity Adjustment
No.
Page 1 of 3
11/17/2010
1
Changes made due to design and field conditions discovered during construction. Wire mesh added to topping slab, added
embeds plates at second floor and changed to green screen connections to avoid cabling.
SUMMARY
Original Contract Price:
Previous Quantity Adjustment(s):
This Quantity Adjustment:
Total Quantity Adjustment(s):
Total Contract Price with Quantity Adjustment(s):
Previous Change Order(s):
This change Order:
Total Change Order(s) To Date:
Original Contract Price Plus Change Order(s) Plus
Quantity Adjustment(s):
Original Contract lime:
Contract Time Prior to this Change Order:
Contract lime with All Approved Change Orders:
Amount
$2,530,000.00
$0.00
$0.00
$0.00
$2,530,000.00
$0.00
$3,769.00
$3,769.00
0/0 Change
$2,533,769.00
*4/8/2011
0.00%
0.15%
0.15%
*4/8/2011
*4/8/2011
Prepared by:
Contractor
Approval:
City Staff
Approval:
City Official
Approval:
Signature
Art Arredondo, Barnes Gromatzky Kosarek Architects
Printed Name, Me and Company
Daniel Oates, Project Manager Flintco,Inc.
Printed Name, Title and Company
Lary Madsen, Construction Manager, CORR
Printed Name and Title Date
Date
3/►6 00
Date
Cada ixs4tERs, cM - n ki & i irY thAN A6 ek ta.11040
Printed Name and Tile Date
rev. 09/10
Contract Quantity Adjustment/Change Order
Chan e Order Data
Page 2 of 3
Bid Item#
Rem Descri on and Chan e
Added embeds plates second floor
Added welded wire mesh fabric to
topping slabs
Change connection on green screen to
avoid cabling
Contract Time
Adjustment
Da
1,063.00
gravviatewt*og;
$1 063.00
2,225.00
$2,225.00
$481.00
$481.00
TOTALS:
3 769.00
Proposed Change Order #10
City of Round Rock Intermodal Transit and Parking Facility
City of Round Rock, TX
Owner: The City of Round Rock
Description: RFI 2- Added embeds along 4 line on the second floor
A: Material & Equipment:
B: Labor
C: Subcontractors - See attached quotations
Myrex Steel
D. General Contractor Mark-Up ( 10%)
F. Contract Time Extension 0 Calender Days
Flin • Inc.
B:
ani `' sates - Proj ct Manager
it -_S (
Date Signed
11
Sales Tax ( 0.00%) $
Subtotal A $
Labor Burden ( 44.00 %) $
Subtotal B $
$
Subtotal C $
hINI(O
Constructive Solutions
966.00
966.00
Subtotal A - C $ 966.00
Subtotal D $
Asbestos Allowance
Change Order
96.60
96.60
TOTAL: $ 1,063
The City of Round Rock
B:
Larry Madsen - Public Works Rep
Date Signed
Barnes, Gromatzky, Kosarek Architects
B:
Arturo Arredondo
Date Signed
8100 Cross Park 1)r.
I%INTCO
Construetwie Solutions
REQUEST FOR INFORMATION
No. 00002
Phone: 512.891.7224
Malin, TX 78754-7224 Fax: 512.891.7229
TITLE: Structural Questions
PROJECT: Round Rock Intermodal. Transit/Park
TO: Attn: Art Arredondo, AlA
Barnes Gromatzky K osarek A
1508 West 5th Street
Suite 200
Austin, TX 78703
Phone: 512-476-7133 Fax: 512-478-2624
QUESTION:
Plcasc advise on the following structural questions.
DATE: 3/9/2010
JOB: 4399
STARTED:
COMPLETED:
REQUIRED: 3/18/2010
1. On S2.1 the columns along grid line H from grid line 3 to 6 and grid line, 9 to 12 are shown to only have part
of the column sitting on the slab/grade beam. Detail 1/S4.0 shows these steel beams overhanging the slab/grade
beam by 2". Please confirm if the steel beans do overhang the concrete 2" as shown in 1/S4.0.
2. The section cut 6A/S4.0 shows the grade beam to be on the right side of the pier cap. On S2.1 the are 3
locations along grid line H that refer to this section cut. The plans on S2.1 show the beam discontinuing or
running through these areas. Please confirm which is correct.
3. On S3.2 the pier schedule shows a requirement of #4's Q 12" pitch. Please confirm the spiral can be 1/2"
smooth bar.
4. Please provide reinforcement requirements for the wall on grid line 13.7 between G3 and G7.
5. There appear to be columns at each end of the concrete wall at grid line 13.7 between G3 and G7. Please
verify this is corect and provide dimensions and reinforcement.
6. The architectural documents detail the barrier cable to be 1/4" stainless stceI while the structural documents
detail it to be 1/2" galvanized strand. Plcasc confirm 1/2" galvanized strand is correct.
7. Detail 6/A8.4 shows the barrier cable run to be 13 cables. Details 7&9/S4.1 show runs of 10 and 17 cables
and there is a note to reference architectural drawings for spacing. Reference attached detail SK -1 and verify if
this will be acceptable. If not, please veiny the correct cable run details.
8. Reference attached drawing SK -2. Please confine the barrier cable is to be installed as shown on this
drawing.
Requested By:Flintco Inc. Date: 3/11/2010
Signed:
Daniel Oates
ligation 0
Pape 1012
To: Art arredondo
Cc: Larry Swayze; Joc Luke
Subject: Flintco RFI 002 Response
Attachments: RFT 002 Structural Questions.pdf
Art:
Regarding RFI 002, our responses aro listed below.
1. The HSS tubes overhang the slab edge by 2"; refer to the Architectural wall sections.
2. This question precipitated the clarification details that are attached herein.
3. Confirmed. A 1/2" dia. smooth steel spiral may be used in lieu
for in The Contract Documents.
4. Reinforcement for the wall on grid fine 13.7, between G-3 and
o.c. horizontal and #4 @ 12" o.c. vertical, as noted in the elevator shaft
walls.
of the #4 spiral called
G-7, shall be 114 @ 10:
5. The concrete columns at G-3 and 0-7 along grid line 13.7, al each end of the
concrete shear wap, are 12' x 12" columns reinforced with 4 - #8 bars vertical with #3
square ties spaced at 10" o.c. to match the horizontal wall reinforcing spacing.
8. The Architectural Drawings only detail the stair and pedestrian guardrail conditions;
therefore, the 1/4" dia. stainless steel cable is correct in that condition. The Structural
Drawings detail the traffic barrier cables as 112" dia. galv. cables. Each Is correct in
their respective use and location.
7. Agreed. The 3" spacing maximum controls as noted in the Architectural and
Structural Drawings. SK -1 is not correct; spacing of the cables from the 42"
height required should be 3" maximum and the bottom gap should be 3" or Tess, typical.
8. Refer to the attached details on RFI -002 S8 and RFI -002 S9 for the proper plan and
detail regarding the concrete wall and barrier cable.
Regards,
2. Refer to sketches RFI -002 S1 through S7.
8. SK -2 indicates vehicular barrier cables as shown on Structural Drawings, additional vehicular barrier
cables are required as indicated on Architectural Drawings are as follows: a) At level 1 along Grid E from
Grid 1 to Grid 13 and along Grid F from Grid 3 to gild 12. b) At level 2 in addition to those shown in
Structural Drawings vehicular barrier cables are required along Grid 12 between Grids D to E. along Gid F
between grids 3 to 4 at level 2 and the ramp to future level 3. c) Also at level 2 to level 3 ramp
Architectural Drawings indicate a concrete barrier with cables above along Grid D between Grids 3 to 4
andlong Grid 4 be Grids D to F. Note Structural response above to item 8.
Arturo Arredondo. AIA
a 0
— ratMgo ail •NIA11
wir
D
0
/4" l
6" GONG. WALL w/
GABLE RAIL- REF.
1l/S4.1 d ARGH'L
I
T_
sII i
MOM
•
EDGE OF STRUGT
155'-6"
/ISISLAB = 751'-3 I/4"
TYP. ALONG &RID®
FROM@ TO®
5.5
3
2.25"
MID5PAN
53.1
OW
55'
u
35"
S•
to
Ell II
54.1
q' -D" D.G.
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VERIFY w/ ARCHIL.
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71
TYP. ALONG 4
FROM ®TO
SLOPE UP
6.6q %
'750'-O"
VARIES
3 1/2" TO
14 V2"
L
35"
GABLE RAIL
REF. ARGH'L.
B-8
•
T.O.G.
73q'-3"
COL. BELOW
T.O.G.
755'-0"
O
T
LEVEL 2 FRAMING PLAN
SCALE, I/8" = I' -O"
TT
['):41:
JOB NAME: CoRR Intermodal Transit & Parking Facility
JOB No.: 09038
SCALE:
1/8"=1'-0"
DATE 03/26/2010
ocrrovir
P *� 9�*
i LARRY M. SWAYZE e
O L. 38354,/
'•. / fv. i.
ItiliOtittuAtV6V-S,"
v3 y9tt
REF.:
S-2.2
NO.: RFI -002 S8
SALV. G3xb
® Q' --O" O.G.
REF. ARCM -
FOR GABLE
SIZE i SPAGIN&
6ALV. PL
t/2'x4 I/2"x4 1/2"
I41 2-1/2"4fix
6" H.G.A. i3" O.G)
3#4 DONT.
10" O.G. HORIZ.
#4x4'-0" ® 12" O.G.
LI16 FOR
FUTURE SLAB
JOB NAME: CoRR Intermodal Transit & Parking Facility
JOB NO.: 09038
SCALE: 3/4"=11"0"
DATE: 03/26/2010
� * • . *gym
LARRY M. SWAY7i€
foto 38354 49:d
N4'OAL E f
11
8114 a®dk®0�
REF.:
11/S-4.1
No.: RFI -002 S9
60)12En Industries
Fabricators of Commercial and Industrial Steel
City of Houston Certified #367
9119 Weedy Ln. Houston, TX 77093
(713) 691-5200 Main Fax (713) 691-3355 Sales Fax (713) 691.4646
*** CHANGE ORDER REQUEST ***
DATE OF CHANGE ORDER September 10, 2010
MYREX JOB NO. 9954
MYREX CHANGE NO. 02
CUSTOMER CHANGE ORDER OR RFI NO. RFI 002
PROJECT City of Round Rock Parking Garage
CONTRACTOR NAME FLINTCO, INC.
PROJECT MANAGER Daniel Oates
JOB SITE PHONE
JOB SITE FAX
PLEASE PROCESS A CHANGE ORDER TO OUR PURCHASE ORDER FOR THE EXTRA WORK DESCRIBED BELOW:
Add Embed plates and channolls Galvanized
Materials
Material Amount 75.00;
Fabrication Manhours1. 4.00; Hourly Rate 45.D0; Fabrication Labor 180.001
Detailing Manhours 1 2.00 Hourly Rate' 45.00: Detailing Time I 90.00
Freight l 39000:
ITEM DESCRIPTIONS AND AMOUNTS: Galvanizing. Miscellaneous, Buyouts, etc.
galv and fgt. i 10 0
See Page 2 for Grand Total
Charm: II 9954-07
pate Prreed 9014I2010
Pogo 1 or:
NOTES
Subtotal from Page 1 r-ET4-FrCI;
r701-16.! Overhead I 84 001
Pmfit I 42.001
Erection
Erection Overhead/Profit r-7-7-7-67,
CHANGE TOTALS
Change Amount
JT Tax Amount 0.00i
1
GRAND TOTAL 1 966.001
The status Of this Change Order is UnapploVed
Approved = Myrex has received format Change Order.
Unapproved = Myrex has been authorized to proceed,
with formal Change Order to follow.
Quoted only = Myrex has not been authorized to proceed.
Please initial here
to verify Change Order status.
FLINTCO,
Authorized Signature
NOTES: EXTRA WORK WILL NOT BE PERFORMED UNTIL A SIGNED COPY IS RETURNED TO MYREX INDUSTRIES.
THE CHANGES QUOTED HEREIN WILL IMPACT THE MYREX PRODUCTION SCHEDULE BY A MINIMUM OF
5 DAYS.
Charge,/ 9954-02
Date Printed 9n4/2010
Page 2 of :
ss 200 -IJ I :3N)
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SHOP NOTES
Mlis DIA (O.N.O.)
E70XX
MATERIAL. SPEC:
AS NOTED ON BILL
SURFACE PREP: SSPC-5P3
FINISH: HOT DIP GALVANIZED
-11
Proposed Change Order #8
City of Round Rock Intermodal Transit and Parking Facility
City of Round Rock, TX
Owner: The City of Round Rock
Description: RFI 043 - Added Welded Wire Mesh Fabric to topping slabs
A: Material & Equipment:
8: Labor
C: Subcontractors - See attached quotations
Urban Concrete
0. General Contractor Mark-Up ( 10%)
F. Contract Time Extension 0 Calender Days
intco
$
Sales Tax ( 0.00%) $
Constructive Solutions
Subtotal A $
$
Labor Burden ( 44.00 %) $
Subtotal B $
$
$
2,023.00
Subtotal C $ 2,023.00
Subtotal A - C $ 2,023.00
$ 202.30
Subtotal D $ 202.30
TOTAL: $ 2,225
nAsbestos Allowance
Change Order
The City of Round Rock
By• �'/I 1.3y:
niel Oates - Project Manager Larry Madsen - Public Works Rep
(-'5 -1n
Date Signed Date Signed
Barnes, Gromatzky, Kosarek Architects
By:
Arturo Arredondo
Date Signed
8100 (Toss Park Dr.
Constructive Solutions
REQUEST FOR INFORMATION
No. 00043
Phone: 512.891.7224
Austin, TX 78754-7224 Fax: 512.891.7229
TITLE: Reinforcing Requirements of Topping
PROJECT: Round Rock Intermodal Transit/Park
TO: Attn: Art Arredondo, AIA
Barnes Gromatxky Kosarck A
1508 West 5th Street
Suite 200
Austin, TX 78703
Phone: 512-476-7133 Fax: 512-478-2624
DATE: 9/9/2010
JOB: 4399
STARTED:
COMPLETED:
REQUIRED: 9/16/2010
QUESTION:
Please confirm there are no reinforcement requirements for the topping slab.
ANSWER:
The topping slab serves only to pre tec_t the waterproofing membrane from
traffic. All structural loads are carri by the structure below. However,
for long term durability the topping slab needs temperature reinforcement.
The 3 inch topping slab shall be reinforced by 6 x 6-W4.0 x W4.0 welded
wire fabric. WWF should be installed in flat sheets to avoid problems with
the "waviness"of rolled WWF.
By Debin Chen, PE, Jose I. Guerra, Inc. ?01.7
Requested By:llimco Inc.
Signed:
Daniel Oates
Date:
Pape 1 of 1
CMCIETE COMTMCTM$ tit
URBAN
CONCRETE CONTRACTORS
4309 South 1st Street
Austin, TX 78745
512.263.1555 / 512.263.1558 Fax
CHANGE AUTHORIZATION
To:
Daniel Oates
Flintco, Inc.
From :
Stephen Wallace
Urban Concrete Contractors, Ltd.
Change Request #05
Date :
October 7, 2010
Project
CORR Intermodal & Parking Facility
Pricing for RFI #043 Response
Urban Concrete Work:
Change in Welded Wire Fabric size and quantity per response to RFI
#043 dated 09/09/2010 for the topping slabs. 2 ton rebar
allowance is included, please see pricing breakdown on pg. 2
Labor: $288.00
Materials: $1,471.16
Equipment: $0.00
Overhead & Profit (15%): $263.87
Total Change Request: $2,023.03 I
Please sign and return this form to authorize said work to proceed.
Printed Name
Title
Signature
Date
Thank you,
Stephen Wallace
Sr. Project Manager
Urban Concrete Contractors, Ltd.
C.O. BREAKDOWN
Project Name: CORR Intermodal & Parking Facility
Description of Change: Pricing for RFI #043 Response
Total Square Feet: 1
GRAND TOTAL: $2,023
COST BREAKDOWN
DESCRIPTION
LABOR
DATE: 10/7/2010
1 UNITS ] UNIT TYPE COST / UNIT 1 TOTAL COST t $ / Sq. Ft. 11
CONCRETE
Concrete
0
MHRS
$35.00
$0.00
$0.00
LABOR TOTAL:
$0.00
$0.00
CONCRETE
Concrete
0.0
CY
$75.00
$0.00
$0.00
CONCRETE TOTAL:
$0.00
$0.00
REINFORCING STEEL
Reinforcing Steel
1
LS
$2,848.00
$2,848.00
$2,848.00
2 Ton Credit per Contract
-2
Tons
5688.42
($1.376.84)
($1,376.84)
REINFORCING TOTAL:
$1,471.16
$1,471.16
MATERIALS
SPECIALTY
1800
Case
$0.16
$0.00
$0.00
MATERIAL TOTAL:
$0.00
$0.00
SPECIALTY
& FINISH
Steel Tying
1800
LS
$0.16
$0.00
$0.00
Place & Finish
SF
$0.00
$0.00
PLACE & FINISH TOTAL:
$288.00
$288.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
SPECIALTY TOTAL:
$0.00 ,
$0.00
& FINISH
Steel Tying
1800
SQ
$0.16
$288.00
$288.00
Place & Finish
SF
$0.00
$0.00
PLACE & FINISH TOTAL:
$288.00
$288.00
(COST SUBTOTAL:
OVERHEAD & PROFIT:
$1,759.16 $1,759.16
15.00% $263.87 $263.87
TOTAL PRICE:
$2,023.03
$2,023.03
Proposed Change Order #11
City of Round Rock Intermodal Transit and Parking Facility
City of Round Rock, TX
Owner: The City of Round Rock
I%iNTCO
\Constructivc Solutions
Description: Changed connection at top of green screen in order to avoid PT Cables in Slab. Email confirming
from Larry Swayze and Art Arredondo 10-8-10
A: Material & Equipment:
B: Labor
C: Subcontractors - See attached quotations
Myrex Steel
Sales Tax ( 0.00%) $
Subtotal A $
Labor Burden ( 44.00 %) $
Subtotal B $
$ 437.00
$
Subtotal C $ 437.00
Subtotal A - C $ 437.00
D. General Contractor Mark-Up ( 10%) $ 43.70
F. Contract Time Extension 0 Calender Days
Fli
By:
tc Inc
aniel :a - --roject Manager
zt'3--(C5
Date Signed
Subtotal D $ 43.70
TOTAL: $ 481
Asbestos Allowance
Change Order
The City of Round Rock
By:
Larry Madsen - Public Works Rep
Dale Signed
Barnes, Gromatzky, Kosarek Architects
By:
Arturo Arredondo
Date Signed
Daniel Oates
From: Art arredondo [aarredondo@bgkarchitects.com)
Sent: Monday, October 11, 2010 8:26 AM
To: 'Larry Swayze: Daniel Oates
Cc: Mark Dudney; Michael Dickey
Subject: RE: Tube Steel Connection at Slab
Larry,
I think that's OK given the options and circumstances.
Thanks,
Arturo Arrcdondo, rAI:A
Barnes ( ;romatzkV Kosarek ,Architects
512.476.7133 478 2624 (fax)
From: Larry Swayze jmailto:lswavzeCaouerra.coml
Sent: Friday, October 08, 2010 4:41 PM
To: Daniel Oates
Cc: Art arredondo; Mark Dudney; Michael Dickey; Larry Swayze
Subject: RE: Tube Steel Connection at Slab
Daniel:
The installation you arc concerned about is not what 1 Was thinking about a picture is worth a thousand
words.....
.An embedment depth of 2 '-L" at the top condition is acceptable in this application. That would mean using a
Simpson'I'itcn 1 11) that is 3" long....if they made one that was galvanized, which they don't. According to their
literature, the shortest ' 'k" dia. mechanically galvanized anchor they make is 5" in length. They do make a zinc plated
".." dia. x 3" 'Filial 1 11), though. The problem with the zinc coated anchors is they will have to be painted
occasionally.
.\ " 2" dia. galv. epoxy anchor with 2 ' _,. embedment could be used with a vert minimal amount of thread exposed
beyond the top of the surface of the nut. 'I'hc epoxy substitution system would have to nicer the ,AC1 Appendix 1)
criteria for cracked concrete, ‘v hich should not a problem.
Art: What do you think;'
Larry M. Swayze, P.E.
Senior Structural Proiect \tanager
Jose I. Guerra, Inc.
2401 South 11.1-35
:Austin, Texas 713741
P: 512-445-211911 ext 243
512-445-2099
C: 512-694-2163
',vww.gucrra.ct,m
' (
111( .1 : This t' trail u;I,t Inlssl,,n is nttcntletl unk fife the use of the nnlnvitIuai or cntttr n:uncti altuyc antl mac curtain inti,nttattotn that is confxicnn:d,
prtyilegetl, aril, nt cyentpt ti-utn tltsrluairt• nntIct .ipphcahlc Lnv. It yeti .ire nor the intended recipient, you are herchc notified that any review, disclosure,
tttpyin}1, distrihutii to. of other use ut arc Of the httitrnlatiun c. nwuncd to this transmission 1, strictly prohibited. II cru have received this trausiviissiiiii in
error, please innncdiatcly notity the sender in e tnad ;it the ahove address ; ttd delete it tiottt v itr curtynter st stent: vitt should not copy the Message or
disclose is ennu•nts to ancone. Illy content ..t the nu >sat't .utd nr anachntents nen int reflect the view .incl opt t ,ti.. it rhe ongina,ng rompam or any
par it r< representing.
From: Daniel Oates Jmailto:DOatesCTflintco.coml
Sent: Friday, October 08, 2010 2:18 PM
To: Larry Swayze
Cc: Art arredondo; Mark Dudney; Michael Dickey
Subject: Tube Steel Connection at Slab
Larry -
Here are a few pictures that show our challenge. In picture 563 you can see the clip that attaches to the bottom of the
slab and the hole on the right doesn't interfere with the PT Cables, however the hole on the left appears to line up with
one of the cables as it exits the slab shown in picture 564.
If we can use a shorter titen anchor on the left hole in 563 we won't interfere with the cables. Something in the
neighborhood of 2-3" should be fine in that scenario.
Please let me know what you think.
Daniel Oates, DBIA, Project Manager
Flintco, Inc.
City of Round Rock Intermodal Transit and Parking Facility
211 South Brown Street // Round Rock, TX 78664
512-291-6021 (p) // 512-291-6064 (f) // 512-848-3696 (c)
www.fl i ntco. corn
2
,01"e4-ei
,Q)
MUM Industries
Fabricators of Commercial and Industrial Steel
City of Ilouslon Certified 11367
9119 Weedy Ln. Houston, TX 77093
(713) 691 5200 Main Fax (713) 691-3355 Sales Fax (713) 691-4646
*** CHANGE ORDER REQUEST ***
DATE OF CHANGE ORDER Octobor 29, 2010
MYREX JOB NO. 9954
MYREX CHANGE NO. 05
CUSTOMER CHANGE ORDER OR RFI NO. Myrex drg FBA dt10/15/10
PROJECT City of Round Rock Parking Garage
CONTRACTOR NAME FLINTCO, INC.
PROJECT MANAGER Daniel Oates
JOB SITE PHONE
JOB SITE FAX
1 off- 3
PLEASE PROCESS A CHANGE ORDER 10 OUR PURCHASE ORDER FOR THE EXTRA WORK DESCRIBED BELOW:
Tubo stool connection a slab as por Myrox drwing no FB -1 dated 10/15/2010.
All material will be painted with one coat of Myrex standard shop primer with SSPC-SP2 cleaning u.n.o.
Materlots'
Material Amount l
Fabrication Manhours 010 Hourly Rata j 45.00 Fabrication Labor 1 0.00
Detailing Manhours I 0,00 Hourly Rate 1 45.00 Detailing Timo n...."."=0
Freight J
ITEM DESCRIPTIONS AND AMOUNTS: Galvanizing, Mlscollaneous, Buyouts, etc.
(140) 1/2" dia all threaded I 280.00
4 010) Large Catridges of Willi HY-150 Epoxy 100.00
See Page 2 for Grand Total
Change rr 9951-08
Oats Noted 10,29/1010
Papp 1 of:
NOTES
of 3
Subtotal from Page 1 380.00
10.0094 Ovefiead r
5.009E Profit 19.00
Erection
Erection Overhead/Profit 1-71:51:r
CHANGE TOTALS
Change Amount r ----"""""r"...37.00
Tax Amount r-- 6.00
GRAND TOTAL J 437.00
The status of this Change Order Is Unapproved
Approved = Myrex has received formal Change Order.
Unapproved = Myrex has been authorized to proceed,
with formal Change Order to follow.
Quoted only = Myrex has not been authorized to proceed.
Please Initial here to verify Change Order status.
FLINTCO, INC.
y Boze — Authorized Signature
NOTES: EXTRA WORK WILL NOT BE PERFORMED UNTIL A SIGNED COPY IS RETURNED TO MYREX INDUSTRIES.
THE CHANGES QUOTED HEREIN WILL IMPACT THE MYREX PRODUCTION SCHEDULE BY A MINIMUM OF
1 DAYS.
Champ a 9974.08
Osis Printed: 1020/2010
Pogo 2 or:
Clura-e O,rler # 9954-06
3 o-4. 3
Materials --- Steel Fabrication
Beam A-50
# @ $0.42 =
$0
Scrap #####
# @
$0.42 =
$0
Channels A-36
# @
$0.44 =
$0
Scrap #####
# @
$0.44 =
$0
MC
# @
$0.50 =
$0
Scrap #####
# @
$0.50 =
$0
Plate cut to Rect
# @
$0.60 =
$0
Plates A-36 Bent PL
# @
$0.60 =
$0
FB, Rod,
# @
$0.44 =
$0
Angles
# @
$0.44 =
$0
Tube
# @
$0.48 =
$0
Scrap #tl###
# @
$0.48 =
$0
Pipes
# @
$0.48 =
$0
Scrap NM
# @
$0.48 =
$0
Misc. Steel 40%
# @
$0.65 =
$0
Total Steel/Scrap
0 # @
#DIVJOI =
$0
Tons
0.00
Buy Out/Sub out
Shop Studs & DBA
$ 1.75
$0.00
Shear Studs
$ 1.00
$0.00
Shearing/Bending
$ 0.15
$0.00
Erection Bolt
140
$ 2.00
$280.00
Exp/Epoxy Bolts
10
$ 10.00
$100.00
Plastic shims
$ 5.00
$0.00
Galvanizing:
Class t /Clean:
# @
$ 28.00
$0.00
Misc. Class 2 :
# @
$ 32.00
$0.00
Pipe Bollards
# @
$ 38.00
$0.00
Pipe Handrails:
# @
$ 46.00
$0.00
Sub Total For Fabrication
$380.00
3 o-4. 3