HomeMy WebLinkAboutContract 41332-CO5 OFFICIAL RECORD CITY MCRETARY _ ��
CITY SECRETARY City of Fort Worth CONTRACT No.
FT, WORTH, TX Allowance Allocation
NO
Allowance Allocation No. Date TPW Project No.
5 (five) 12/15/2011 C234 541200
207060162780
Facility and Project Description City Secretary Contract No.
East Multi- Purpose Facility WRMC CS41332
ORIGINAL CONTRACT AMOUNT................................................................ $15,443,305
OWNER ALLOWANCE INCLUDED IN CONTRACT AMOUNT.............. $ 449,805
ORIGINAL CONTRACT AMOUNT LESS ALLOWANCE................................ $14,993,500
EXTRASTO DATE..................................................................... $ 213,767
CREDITSTO DATE.................................................................... $ 0
CONTRACTCOST TO DATE.................................................................................................. $ 15,207,267
AMOUNT OF PROPOSED ALLOCATION............................................................................ $ 98,045
REVISEDCONTRACT AMOUNT............................................................................................. $ 15,305,312
ALLOWANCE FUNDS AVAILABLE FOR ALLOCATION...................................................... $ 449,805
REMAINING ALLOWANCE FUNDS AVAILABLE FOR ALLOCATION.................................... $ 137,993
ADDITIONAL FUNDING (IF NECESSARY)................................................................................ $ 0
IN ACCORDANCE WITH THIS ALLOWANCE ALLOCATION, THE CONTRACTOR SHALL:
Furnish all labor and material as per the attached Proposed Allowance Requests to the Allowance Allocation:
PCR's 29, 30, 39, 42, 43, 44, 48, 54, 59, 60, 62, 63, 68, 73, 77, 78 and 79
-----------------------------------------------------------------------------------------------------------------------------
Total Add This Allocation ADD $ 98,045
It is understood and agreed that the acceptance of this Allowance Allocation by the contractor constitutes an accord and satisfaction and represents payment in full(both
time and money)for all costs arising out of,or incidental to,the above Allowance Allocation
Contractor's Name
Rogers—O'Brien Construction Company, Ltd.
Original Contract Time Additional Approved Time To Date Approved Contract Time To Date Additional Time For This Allocation
590 cd 0 cd 590 cd 0 cd
Contractor-Rogers qBrien Construction Date Construction ana r Date
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Chief,Arc 15—r ectural Servi es Division Date tr r,T nsportatio�n and Public works Date
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Project Architect— nfeld-Hoffer-S rd D to it Manager Date
As i t A rney Date quired) Date
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TPW Facilities Manag
Change Order Form(12if91d"h'
4
Allowance Allocation 5 East Multi-Purpose Facility WRMC
PCR 29- Additional concrete and site
work to revise finish grades at Northwest drive approach ADD $ 7,781
PCR 30—Revise Building B accessible parking layout as
Per RFI 27 ADD $ 1,259
PCR 39- Add AW vent at northwest corner Building B No Change
PCR 42- Add 2 hr fire rated expansion joints as per
RFI 63 ADD $ 12,081
PCR 43- Additional Landscape demo Building B No Change
PCR 44- Add saw contraction joints at Building A
As per RFI-72 ADD $ 5,243
PCR 48-Add structural double tee repair at
Building B as per ASI 11 ADD $ 21,777
PCR 54- Add concrete column SW corner Stair IA
As per RFI 75 ADD $ 765
PCR 59- Revise concrete beam @ grid line U 2-3 as
Per RFI 86 ADD $ 4,083
PCR 60- Revise concrete beam North Ramp Building A as per
RFI 88 ADD $ 2,880
PCR 62- Relocate 6 inch Fire Line as per
ASI 17 ADD $ 19,426
PCR 63- Revise beams 67 and 68 grid U as per RFI 91 ADD $ 1,956
PCR 68- Replace and rework existing AW piping at
Building C ADD $ 3,827
PCR 73- Revise signage as per marked up submittal ADD $ 11,612
PCR 77- Revise vent/weep holes at top of masonry
as per ASI 24 ADD $ 1,714
PCR 78- Add additional conduits for fiber optic service ADD $ 1,620
PCR 79- Add concrete columns as Building A as per RFI 76 ADD $ 2,021
------------------------------------------------------------------------------------------------------------
Total This Change ADD $ 98,045
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation &Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13th Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project#TPW-01627
Contract # 41332
Fort Worth,Texas
SUBJECT: Change Request# 29—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $7,781.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request:
Dallas,Texas 75235
Main 214.962.3000 Grace Construction Co. Inc.
Fax 214.962.3001
$3,812.00 4 Total Cost included In Change Request
Austin,Texas 7887704
3901 S.Lamar Blvd. 00 $3,812.00 / $7,781.00= 48.9%
Main 512.486.3800
Fax 512.486.3701 Total M/WBE Participation For Change Request
www.rogers-obrien.com $3,812.00 / $7,781.00 = 48.9 %
Total M/WBE Participation for this Change Request is 48.9%. Please let me know
should you need any additional information.
Sincerely,
Rogers-O'Brien Construction
CZ
Trey Carroll
Project Manager
CC: Master File 10022
Dallas I Austin
Y•
Rogers-O'Brien Construction
November 22,2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:WCPR#06-Revised Conc.Approach @ NW Ent. Garage'B'
10022 Will Rogers Memorial Cntr East
Change Request#29
Dear Jack:
Per WCPR#06 documents,grades at Northwest entrance to Garage B were revised after concrete
approach was poured. Grades were revised to increase clearance height at entry. Cost of work includes
saw-cut and removal of existing approach as well as re-working of subgrade for revised grades,
re-forming of approach, rebar installation and place&finish of new approach.
Attached please find our pricing for the above referenced revision item.
1901 Regal Row
Dallas,Texas 75235The total amount to provide this work is: $7,781.00
Main 214.962.3000
Fax 214.962.3001
3901 S.Lamar Blvd.#200 Please note the attached exclusions/qualifications.
Austin,Texas 78704
Main 512.486.38001f you have any questions or need further clarification,please contact me at(214)962-3000.
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
5�--
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 29 Price Breakdown
Job Name: Will Rogers Memorial Cntr East
Description: WCPR#06-Revised Conc.Approach @ NW Ent. Garage'13' Date: 11/22/2011
Change Request#:29
No Labor Material
Description QTY Unit Unit Total Unit Total Equipment Subcontract Oth
1 Misc Site Demolition Other Price
2 Formwork/Concrete Subcontract0 2,925.00 $2,925.00
****EXCLUSIONS AND *'** Subtotal:
QUALIFICATIONS 3,812.00 $3,812.00
See attached backup for labor, material and subcontractor and $6,737.00
supplier detail. Overhead 1000%
Price excludes all federal,state and local fees. Fee $673.70
5
Price does include sales and/or remodel taxes. 00% $370.30
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total:
$7,781.00
Hahnfeld
f
�i Hof er
Stanford
--WORK-CHANGES-PROP-OSAL-REQUEST-
-Prolect-Name. WeEft Na-7 OW ewner:jxj--
East-Mulli-Flurpese+aewl AFehiteet; [m]
Will Rogers Memorial Center
Fort Worth,Texas Issue Date:05.19.11 Consultant:
Contractor: Ex
Qcaner: Prolect No.:07015-01 Field:
City of Fort Worth Other:
401 West 13'h Street Contract For:General Construction File:
Fort Worth Texas,76102
pontractor: Contract Date:January 6,2011
Rogers-O'Brien Construction Co.
1901 Regal Row
Dallas,Texas 75235
Please submit an itemized proposal for changes in the Contract Sum and Contract Time for proposed
modifications to the contract documents described herein. Within fourteen (14) days, the Contractor must
submit the proposal or notify Hahnfeld Hoffer Stanford, in writing, of the date which the proposal will be
submitted.
THIS IS NOT A CHANGE ORDER,A CONSTRUCTION CHANGE DIRECTIVE,OR A DIRECTION TO PROCEED
WITH THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS.
Description:
PME alld-od for mv%iorw lo poding ad the MXWAMWt achnnoe Qs"1)al Lh*ti
Attachments:
Civil:
Architectural:
Shoats A.61.1 aid A.81.3
Issued by Hahnfeld Hoffer Stanford:
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SEE SHEET C6.0
Grace Construction Co..
Concrete Construction
11325 Tantor Rd. Ste 200
Dallas, Texas 75229
CHANGE ORDER REQUEST
To: Rogers - O'Brian Construction Tuesday, September 20, 2011
1901 Regal Row
Dallas, TX 75235
Attn: Trey Carroll
Project: Will Rogers Memorial Center
1401 W.R. Watt Drive
Fort Worth, TX 76107
Subject: Pour Back of Drive Approach at Existing Garage - Change Order Request 11007-004R
WCPR 4 006
Trey:
See below for a breakdown of the work to be performed to pour back the drive approach that was
poured at the wrong elevation at the existing garage.
Labor with Burden $ 1,560.00
Material $ 1,755.00
Equipment $ -
Subtotal $ 3,315.00
Overhead & Profit 15% $ 497.00
Total Cost: $ 3,812.00
This work has been performed. We request that the Change Order to our contract be issued as soon
as possible. Should you have any questions, feel free to contact me.
Sincerely,
John 'Duncan', Jr.
Grace Construction Co.
Estimator/Project Manager
214-930-8194
Phone: (972)432 -0800 Fax (972)432 - 0810
1 of 1
r'
Grace Construction Co.
Concrete Construction
11325 Tanto Rd. Ste 200
Dallas, TX 75229
DETAILED BREAKDOWN OF COSTS FOR WCPR # 006
Burden @
# Category Time Rate 40% Cost
1 Foreman 3.0 Hrs $22.50 $9.00 $94.50
3 Carpenter 8.0 Hrs $17.00 $6.80 $571.20
4 Laborer 5.0 Hrs $14.75 $5.90 $413.00
3 Iron Worker 4.0 Hrs $17.00 $6.80 $285.60
2 Cement Mason 4.0 Hrs $17.50 $7.00 $196.00
$1,560.00
Material
Item QTY Price Cost
Formwork 80 LF $0.55 $44.00
Concrete 22.5 CY $60.00 $1,350.00
Reinforcing 9 CWT $45.00 $405.00
$1,755.00
Equipment
Item QTY Price Cost
$0.00
$0.00
$0.00
$0.00
$3,315.00
CWAQZCP TO PQA-M «D>< o` -2� 44194
CONCRETE PENETRATING COMPANY INVOICE
A DIVISION OF SMITH CONSTRUCTION GROUP,INC. oiioEf�p 13Y..`. �+,v.FroMERji
2303 SHORECREST DRIVE
DALLAS,TEXAS 75235 STEVE MUNO E 266341
(214)634-2990 • (800)842-7292 PUfkCfj*$r-0kWR'#7 CU TOMERJab#
WA 149777
e -(x
SOLD To: ROGERS-O'BR1EN 09-06 JOB LOCATION: 2110039 WILL ROGERS
1901 REGAL ROW 3401 W LANCASTER AVE
FT WORTH,TX
DALLAS TX 75235-2309
��Nl1M8ER'
TAX, 7 SAtE$;TEftRFl`ORY 7AJi S�fi4TtJ$ ;; DATE ,
2 H R 05/2512011
., t7ESCFtIPTiON. ''QUA NTI I Y : .. U<yrf' "NIT 1. AMgIJNT
SLAB SAW 11"CONCRETE DRIVEWAY APPROACH
AND PROVIDE GROSS WATER CONTROL. CROSS
CUT INTO PIECES,PULL PIECES AND DISPOSE OF
RUBBLE, ALL WORK AS DIRECTED
342 LF OF 11"DEEP SAWING
478 SF OF 11"DEEP REMOVAL
TOTAL BILLING 1 $2,925.00 $2,925.00
GRAND TOTAL $2,925.00
Received
JUN - 3 2011
PLEASE PAY BY INVOICE.
B^-ors-O'Brien
STATEMENT SENT BY REQUEST ONLY.
TERMS- NET DUE 30 DAYS
TERMS: It Is understood and agreed that payment of all accounts shall be Due and Payable at our corporate office in Dallas,
Dallas County, Texas and interest may be charged on past due balances at the maximum rate allowed by law. Further, if the
account is placed with an attorney for collection, customer agrees to pay reasonable attomey fees.
ORIGINAL WE APPRECIATE YOUR BUSINESS
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation&Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13`h Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project#TPW-01627
Contract # 41332
Fort Worth,Texas
SUBJECT: Change Request#30—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $1,259.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request :
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001
Total M/WBE Participation for this change request is 0%. Please let me know
Austin,Texas 7887704 you 3901 S.Lamar Blvd. 00 should ou need an additional information.
Main 512.486.3800
Fax 512.486.3701 Sincerely,
www.rogers-obrien.com Rogers-O'Brien Construction
Trey Carroll
Project Manager
CC: Master File 10022
Dallas Austin
Rogers-O'Brien Construction
November 22, 2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:RFI#27-Garage'B'Revised Handicap Parking
10022 Will Rogers Memorial Cntr East
Change Request#30
Dear Jack:
Per RFI#27 response,delete all accessible parking striping from Level 1 per revised Sheet A.B1.1 and
add accessible parking striping to Level 2 per revised Sheet A.131.2. Cost of work includes added wheel
stops and additional striping per revised handicap parking layout at second level.
Attached please find our pricing for the above referenced revision item.
1901 Regal RowThe total amount to provide this work is: $1,259.00
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001 Please note the attached exclusions/qualifications.
3901 S.Lamar Blvd. 87001f you have an questions or need further clarification, lease contact me at 214 962-3000.
Austin,Texas 78704 Y Y q P ( )
Main 512.486.3800
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 30 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/22/2011
Description: RFI#27-Garage'13'Revised Handicap Parking Change Request#:30
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Reproduction Services 16.32 $16.32
2 Pavement Marking Subcontractor 1,073.88 $1,073.88
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $1,090.20
See attached backup for labor, material and subcontractor and Overhead 10.00% $109.02
supplier detail. Fee 4.98% $59.78
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $1,259.00
Hahnfeld
Hoffer
Stanford
Hahnfeld Hoffer Stanford 1 200 Bailey .Avenue, Suite 200 Fort Worth, Te::as 76107
RFI Response
Transmittal ID: 00316
Date Sent: 5/17/2011
Project: 07015-01 WRMC East Multi-Purpose Building
Jdumber: 07015-01
To: Brent MacDonald
Rogers-O'Brien Construction Co.
1901 Regal Row
Dallas, TX 75235
214-962-3000 (Phone)
214-962-3001 (Fax)
From: Gary Ryan
Hahnfeld Hoffer Stanford
200 Bailey Avenue, Suite 200
Fort Worth, Texas 76107
(817) 921-5928 (Phone)
(817) 302-0692 (Fax)
Subject: ADA Accessibility Issues
Sent Via: Info Exchange
RFI ID: 00027
Discipline:
Received: 4/26/2011
Question: Based on discussions between Steve Munoz (Rogers-O'Brien Construction),
Brooks Baca (Dunaway &Assoc.) and Jeff Westhoff (Hahnfeld) there appears
to be some ADA issues regarding locations of handicap parking and
accessibility from Garage V to the adjoining sidewalks. Please review current
contract documents and advise should any modifications be required.
Suggestion:
Answer: Reference attached for modifications to Unit B parking which include deleting
all accessible parking striping from level 1 per revised sheet A.B1.1 and adding
accessible parking striping to level 2 per revised sheet A.B1.2.
CC: Jeff Westhoff(Hahnfeld Hoffer Stanford)
Tommy Deeds(Hahnfeld Hoffer Stanford)
Contents
Quantity Dated Description
1 5/16/2011 RFI0027 WRMC_MP_Central - Sheet -A-B1-1 - FLOOR PLAN - LEVEL 1
UNIT 'B (1).pdf
1 5/16/2011 RFI0027 WRMC_MP_Central - Sheet -A-B1-1 - FLOOR PLAN - LEVEL 1
UNIT 'B .pdf
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Cleaner Image CkaW IMge, Change Order
104 E Pioneer WhemfirstUVremimu make adifferr"!
Irving, TX 75061 Date Estimate#
10/11/2011 60682
Billing/Customer Name Service Address
Rogers O'Brien Will Rogers
1901 Regal Rowe 3401 W Lancaster Ave
Dallas,TX 75235 � �� Fort Worth,TX
PO Number Terms Rep Project Project
Net 30 RRA Will Rogers
Item Description Qty
Changes incurred by moving handicap signs and striping from first floor to second floor
HC Sign... Install Accessible Parking Signage per TAS Requirements on 2 3/8"Galvanized post with epoxy anchors-Signage to 8
be provided and installed by general contractor
Wheel S... Install 6'concrete wheel stop 13
Stripe Layout and stripe cross hatch areas 4"white 1,375
Notes:
1)Paint shall be one coat chlorinated rubber traffic marking paint
Thank you for the opportunity.
Subtotal $1,073.88
I HEREBY ACCEPT THE TERMS OF THIS PROPOSAL AND AUTHORIZE THE 25%
SERVICES TO BE PERFORMED. THE SCOPE OF WORK HEREIN TO BE Sales Tax (8.25%) $0.00
COMPLETED IN-_1_ TRIP(S). I UNDERSTAND ADDITIONAL TRIP(S)
NECESSITATE BY OBSTRUCTIONS,LACK OF PREPAREDNESS,WATER,CARS Total $1,073.88
OR OTHER OBSTRUCTIONS THAT WOULD INHIBIT THE SERVICE FROM BEING
COMPLETE WILL RESULT IN A RESCHEDULING FEE OF$250.00 PER TRIP.
"PAYMENT:NET DUE UPON COMPLETION UNLESS OTHER ARRANGEMENTS
uA\/F RFFT( APPPOVPr) Signature&Date
Phone# Fax#
972-721-9796 972-721-1755
II REMIT TO: P.O.BOX 740967 INVOICE
DALLAS,TEXAS 75374-0967
TERMS: Net 10th prox.Interest charged at 1.5%per NO 0608186
THOMAS month(18%per annum)will be added to
accounts over 30 days past due.Invoice due 126/2011
R E P ROG RAP H I CS and payable in Dallas County,TX. DATES
Phone: 817-336-0565 Delivery Due: 5/26/2011 2:00:00 PM D
SOLDTOCUSTOMER## 1027531 SHIP TO
ROGERS—OBRIEN CONST CO ROGERS—OBRIEN CONST CO
1901 REGAL ROW 811 UNIVERSITY DR
DALLAS, TX 75235-2309 FORT WORTH, TX 76107-2935
NOTES SOLD BY
PERE2830
SALE
CHARGE 0007-01
ORDERED BY CUSTOMER PO## CUSTOMER JOB IDENTIFICATION
BRENT MACDONALD RFI027 WILL ROGERS
PRODUCT CODE QUANTITY DESCRIPTION ORIGINALS/ UNIT PRICE AMOUNT
COPIES
0404002 18 OND PRINT FROM PDF 0.50 9.00
(1 Sets 2 Orig 30in X 42in)
0424110 90 IGITAL BOND ADD'L PRINTS 0.052 4. 68 !
(5 Sets 2 Orig 30in X 42in)
0424010 18 OND ADD'L PRINTS 1/2 SZ 0.078 1.40 !
(3 Sets 2 Orig 15in X 22in)
Go paperless: ask about "eStatements".
TR TRACK# Before signing,see reverse side for $15.08
trade customs and limited warranty $1.24
Customer Copy $16. 32
DATE TIME RECD BY
IIIIIIII
I IIII IIII VIII IIII III IIIIIIII VIII IIIIIIII II III III IIII VIII I I III II IIII III VIII II IIII
2011052600007010608186
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation&Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13`" Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project#TPW-01627
Contract # 41332
Fort Worth, Texas
SUBJECT: Change Request#42—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $12,081.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request:
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001
Total M/WBE Participation for this change request is 0%. Please let me know
Austin,Texas 7887704
3901 S.Lamar Blvd. 00 should you need any additional information.
Main 512.486.3800
Fax 512.486.3701 Sincerely,
www.rogers-obrien.com Rogers-O'Brien Construction
Trey Carroll
Project Manager
CC: Master File 10022
Dallas Austin
Rogers-O'Brien Construction
November 22,2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:RFI#63-Rated Exp.Jts. @ East Face of Richardson-Bass Building
10022 Will Rogers Memorial Cntr East
Change Request#42
Dear Jack:
Per RFI#63 response, remove and replace existing vertical expansion joints at(2) interior locations on
the East side of Richardson-Bass Building. New expansion joints shall be(2)hour fire-rated joints. Cost
of work includes removal of the interior portion of the expansion joint assembly with the exterior face to
remain.
Attached please find our pricing for the above referenced revision item.
1901 Regal Row
Dallas,Texas 75235The total amount to provide this work is: $12,081.00
Main 214.962.3000
Fax 214.962.3001
Please note the attached exclusions/qualifications.
3901 S.Lamar Blvd.#200
Austin,Texas 78704
Main 512.486.380df you have any questions or need further clarification, please contact me at(214)962-3000.
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 42 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/22/2011
Description: RFI#63-Rated Exp. Jts.@ East Face of Richardson-Bass Building Change Request#:42
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Replace Expansion Joints 10,460.00 $10,460.00
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $10,460.00
See attached backup for labor,material and subcontractor and Overhead 10.00% $1,046.00
supplier detail. Fee 5.00% $575.00
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $12,081.00
Hahnfeld
Hoffer
>' Stanford
Eole _ ?tie _ •t _._ F,rt -r:h
RE Response
Transmittal ID: 00406
Date Sent: 6/13/2011
Project: 07015-01 WRMC East Multi-Purpose Building
Number: 07015-01
To: Brent MacDonald
Rogers-O'Brien Construction Co.
1901 Regal Row
Dallas,TX 75235
214-962-3000 (Phone)
214-962-3001 (Fax)
From: Gary Ryan
Hahnfeld Hoffer Stanford
200 Bailey Avenue, Suite 200
Fort Worth,Texas 76107
(817) 921-5928 (Phone)
(817) 302-0692 (Fax)
Subject: Rated Expansion Joints at East Face of Richardson-Bass Building
Sent Via: Info Exchange
RFI ID: 00063
Discipline:
Received: 6/8/20].1
Question: Please confirm that the two expansion joints on the East vertical face of the
Richardson-Bass Building will need to be rated expansion assemblies. Please
provide details for the assembly.
Suggestion:
Answer: The two expansion joints on the East vertical face of the Richardson-eass
Building will need to be rated expansion assemblies; Remove and Replace
existing joint material with the appropriate firestopping as specified to achieve
the same rating (2 hour) as required for the fire barrier waH. Place the
firestopping in the joint between the P/C panel and/or column from interior side
of P/C panel and seal. Firestopping to be limited to the depth of the existing
P/C panel. The exterior expansion joint assembly within the existing brick
veneer to remain.
CC:
F-7. _.7_�-__'.- '____77�_.
CHAMBERLIN
October 18,2011
Rogers O'Brien
Attention: Trey Carroll
Will Rogers Memorial Coliseum Project
RE: WRMC—RFI 063—Fire Rated Expansion Joints
ROOFING&SHEETMETAL Dear Trey:
Modified Bitumen
BUR Please see the cost below to fumish all labor,materials,tools,equipment,and insurance necessary to fully perform and
EPDM complete the following scope of work:
TPO/PVC
• Install Emseai WFR2 fire rated expansion joint assembly at the existing complex per RFI 063.Removal of interior
Metal existing expansion Included.Exterior joint to remain.Approx(2)joints—40 LF each.
WATERPROOFING&
CAULKING Total .••___-$10,460.00
Joint Sealants
Expansion Joints We propose to complete the waterproofing as described above,forthe sum listed above;excluding 8.25%sates tax.
Incorporated Notes:
Membrane Waterproofing • This offer is good for thirty(30)days
Elastomeric Coatings All work to be performed during normal business hours
Owner/Contractor agrees to furnish:complete access to work areas,dumpster,toilet facilities,potable water,and an electrical power,as required,at no
Water Repellents additional cost to Chamberlin
• All surfaces to be given to Chamberlin in a smooth,broom dean condition,free of contaminants,forth oils,release agents,voids,fns,and projections
Waterblasting Chamberlin is not responsible for recognibng,locating,or removing asbestos,PCB's,or other hazardous materials.
Concrete/Masonry Repair Chamberlin is licensed,certified or approved to install the systems described above
Unforeseen conditions or circumstances are not assumed nor anticipated In the scope of work proposed above and w81 be brought to your attention
Damproofing Immediately upon discovery by Chamberlin personnel for a prompt resolution
• Chamberlin's standard warranty excludes: failures caused by failure of the substrate,moisture vapor transmission or hydrostatic pressure,abuse,conditions
Flashing that exceed the limitations of the materials,sufficiency of the design;removal and replacement of overburden materials;incidental and consequential damages
Traffic Coatings All colors are to be selected from the manufacturers standard colors
Pricintg 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 general representation and riot necessarily an exact replica of the
ROOF MAINTENANCE& products or systems to be famished or Installed
LEAK REPAIR Please be advised that the products and methods outlined In this proposal are based on our visual survey,plans,specifications,or our practical experience In
resolving similar problems for our customers;we are not design professionals,architects,or registered engineers,and ere not responsible for determining
Building Surveys building code compliance and do not perform design services
For CIP,not withstanding anything to the contrary the CIP deduction,contract reduction,Is limited to the amount of Insurance premium that wi8 be saved by
Leak Repair Chamberlin due to the provision of Insurance by General Contractor to Owner.Specifically,but not limited to,excess-umbrella coverage,on which Chamberlin
Roof Maintenance has a flat fixed prerdum 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 Ile Installation or application of products,systems or materials.Therefore,THE
IMPLIED WARRANTIES OR MERCHANTIBILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE HEREBY EXCLUDED.
• Excludes bu8dng perniL P 8 P Bonds,overtime,window cleaning,accelerated schedules,field or laboratory testing,mockups,liquidated damages,temporary
facilities or ublity hook-ups or night or weekend work
• This proposal EXCLUDES any reference that Chamberlin has fully examined and analyzed all site 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 dffer materially from those
ordinarily found to exist and generally recognized as Inherent In construction activitles of that type,Chamberlin will Immediately stop working in the area and
provide written notice promptly end before the conditions are disturbed,In addition Chamberlin may be entitled to an equitable adjustment In the contract sum,
contract time or both.
We appreciate the opportunity to submit our proposal for this project.Chamberlin has been In business over 100 years.We would Ake to be your"Single 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 first time.We would Ike the opportunity to review the scope of this proposal with you soon.Please call rl you have any questions.
Sincerely,
CHAMBERLIN ROOFING 8r WATERPROOFING
Ryan Grigsby
Project Manager
DALLAS FT.WORTH LOCATION
2346 Glenda Lane Accepted by(signature):
Dallas,Tx 75229 Printed Name&Title: Date
214.273.9110/817.237.1927 -YOUR FAXED SIGNATURE ABOVE WILL BE TREATED AS A FULLY EXECUTED ORIGINAL CONTRACT-
214.273.9120/817.237.2676 fax
OTHER LOCATIONS
Houston
Austin
San Antonlo
Oklahoma City
PENDING CHANGE ORDER ESTIMATE SHEET
PAGE NO:
JOB NANIE: Will Rogers Memorial Coliseum CONTRACTOR: RO BONDED: NO
LOCATION: University Drive,Dort Worth,TX ARCHITECT: Hahnfeld DATE: 18-Oct-11
EST.: CHECKED BY: RG BID DATE:
DESCRIPT: Fire Rated Expansion Joint RFI 063 BURDEN RATE: 65% TAX ON NIATEMALS: NO
FOOTAGE DESCRIPTION(LABOR)-PRODUCT NAME PRODDUUC ION QUANTTTY COST PER NED LABOR BURDEN SUPERMBSC. TOTAL LABOR TE
80 Emseal WFR2-2 1/2" 20 $130
FOOTAGE DESCRIPTION(MATERIAL)-PRODUCT NAME COVERAGE QUANTITY COST PER UNTT MATERIAL MISC.MATERIAL TAX TOTAL MATERIALS
RATE/UMT
1 89.23
TOTAL COST
MISC.JOB EXPENSES QTY. UNIT COSTI AMOUNT COST W/MISC.
EQUIPMENT/TOOLS-RENTAL OR PURCHASE 1 $300 MARGIN 1 15%
HOTEL $0 GRAND TOTAL
PER DIEM $0 BOND ADD
TRAVEL $0
SHIPPING/FREIGHT $0
TOTAL
WATERPROOFING QUOTE
SUpp'(}
10802 N.STEMMONS FRWY.
DALLAS,TX 75220
Q PHONE:(214)357-6646
L FAX:(214)357-6645
` W W W.ALL-TEXSU PP LY.COM
COMPANY: Chamberlin FROM: Don
ATTN: Ryan Grigsby DATE: October 18,2011
JOB NAME: Will Rogers Project EXP.DATE: December 31,2011
LOCATION: Fort Worth,TX BID DATE:
Emseal WFR2 System2 1/2" LF 80 $89.23
THIS QUOTE 15 ALL OR NONE FREIGHT CHARGES MAY APPLY
NOTES:
EMSHIELD WFR SYSTEM TECH DATA
www.emseal.com FEBRUARY 2011, PAGE 1 OF 2
j EMSHIELD WFR2 SYSTEM TECHD
A
T
Fire/Water /Movement/Sound A
Uses
C UL us For expansion joints In exterior and interior walls where a
combination of watertightness,fire-rating,sound attenuation
01, EMSHIELD and thermal-efficiency are required. It can be used alone or
In typical substrate. y
under any other expansion joint cover, plate or filler where
depth of substrate allows.Because it is coated on both sides
Product Description it can face In either direction from the wall and maintain Its
EMSHIELD WFR2 and EMSHIELD WFR3 feature two water- performance characteristics within that wall. This Increases
repellant silicone sealing surfaces each adhered to fire-retardant the number of vertical applications in which it can be installed.
impregnated foam backing and Intumescent bellows.Because of the Features
symmetrical design,either side can face out from an exterior or interior
wall and maintain a 2 or 3-hour fire-rating.When either(or both)faces Watertight— EMSHIELD WFR2 and WFR3 are Installed
have a field-applied band of silicone that face Is watertight. with tensionless bellows,which when installed with an
optional silicone bead on the weather face,maintain a
Each system is Installed Into epoxy adhesive field-applied to watertight seal.
the sides of the foam and on the joint faces.An optional Fire-Rated—The fire-retardant-impregnated foam and
field-injected silicone sealant band seals the bellows to the substrate intumescent bellows,when properly installed, ensure a
at the Installation surface providing watertightness.Joins between
each stick are executed using a field-applied silicone sealant at the 2 or 3 hour fire protection In accordance with UL-2079.
bellows'edge of the join and field-applied intumescent sealant on the Sound Attenuation — EMSHIELD WFR2 and WFR3
adjoining faces to the silicone. minimize sound transfer which often occurs at the expansion
gap.The tested results for 11/2"WFR2 and WFR3 in an
Watertight,2-Hour Fire-Rated,Sound Attenuating STC 68/OITC 51 wall are an STC value of 64 and an
Energy-Efficient Wall Expansion Joint OITC value of 52.
Non-Invasive Anchoring—There are no hard metal-to-
EMSHIELD WFR2 and WFR3 are fire-rated, watertight, sound- substrate connections with EMSHIELD WFR2 or WFR3.
attenuating,energy-efficient primary seals for both retrofit and new This includes embedded pins,anchors,screws,bolts or tracks,
structural expansion joints in vertical-plane applications. trays or rails,flanges or coverplates.The system Is locked to
EMSHIELD WFR2 and WFR3 eliminate the need for additional fire the joint faces by means of the 1)backpressure of the foam;
blankets,mineral wools,liquid sealants,cover plates,or other fire 2)the epoxy adhesive,and 3)the injected sealant bands at the
stopping materials. joint face.
Forjoints from 1/2-inch (12mm)up to 6-Inches(150mm)where Movement Capability+25%and-25%(50%total)of nominal
+25%and-25%(total 50%)of nominal material size joint movement material size.
Is expected. JolntSlze Variation—Uniform bellows appearance,and the
EMSHIELD WFR2 (Wall, Fire-Rated 2-Hours) and EMSHIELD ability to handle variations in joint size through size-switching,
WFR3 (Wall, Fire-Rated 3-Hours) continue the EMSHIELD compre- are among other system features.
hensive line of breakthrough, multifunction, structural expansion Factory-Fabricated Transitions—as in all EMSEAL expan-
joint materials being released by EMSEAL.Tested and certified by sion joint systems,continuity of seal through changes in
Underwriters Laboratories(UL),to the rigors of UL 2079,each can plane and direction is an essential performance differentiator.
work in conjunction with the EMSHIELD horizontal fire-rated deck EMSHIELD WFR2 and WFR3 are manufactured In straight-
expansion joints,DFR2 and DFR3. run sticks which can be joined in the field to EMSEAL's patent-
Fire-retardant-impregnated foam is factory pre-coated on both facing pending factory-fabricated "Universal-90"Transitions.These
sides with an intumescent fireproofing material. Each side then are factory-fabricated single-piece 90° units which are coated
receives a top coat of waterproof silicone.The resulting composite is on both sides with both luminescent and silicone coating
then factory compressed to less than its nominal size for installation allowing them to be installed as an upturn or downturn
into structural or other openings. transition.
Each has a 6-inch long horizontal leg and a 12-Inch vertical
EMSHIELD WFR2 and WFR3 provide a watertight, clean handling, leg.Transitions end in an uncoated 90° cut to be adhered
UV stable, nonstaining,low-temperature-flexible, high-temperature- to another transition piece as used In walls-to-decks,treads
stable,sound-attenuating, energy-efficient and fire-rated joint seal and risers,parapets,curbs and other applications.
in a single installation process. In addition to guaranteeing watertightness, EMSEAL's
EMSHIELD WFR2 and WFR3 build on EMSEAL's track record of Universal-90 transitions allow for much faster and secure
over 30 years of innovation in sealing structural expansion joints installation by eliminating field cutting at angles.
with impregnated foam sealants.
EMSEAL JOINT SYSTEMS,LTD 25 Bridle Lane,Westborough, MA 01581 Toll Free: 1.800-526.8365 PH:508.836.0280 FX:508.836.0281
EMSEAL,LLC 120 Carrier Drive,Toronto,ON,Canada M9W 5R1 PH:416.740.2090 FX:416.740.0233
Copyrlghl 02011 by EMSEAL JOINT SYSTEMS,LTD.All Rl9ht3 Reserved
EMSHIELD WFR SYSTEM TECH DATA
wwW.emseaLCOm JANUARY 2011, PAGE 2 OF 2
Colors Sizing
The two silicone faces of EMSHIELD WFR2 and WFR3 can Size Depth
Supplied Nominal Material be manufactured of different colors to blend with their Stick Length (Joint Sue ig Mean Temp WFR2 WFR3
respective wall surfaces. EMSHIELD WFR2 and WFR3 are
available in 26 standard colors which match the EMSEAL 1/2 " (12mm)
COLORSEAL line of products. Other custom silicone colors are 5/8' (15mm)
available after consulting with EMSEAL. 3/4" (20mm)
Performance 1" (25mm)
Capable of movements of +25%, -25% (50% total) of nominal 1 1/4'(30mm)
material size. 11/2'(40mm)
Standard sizes from 1/2"(12mm)to 6"(150mm). 13/4"(45mm)
Depth of Seal for all sizes=WFR2:4"(100mm) WFR3:5"(125mm). 2" (50mm)
Substrates must be solid,parallel and plumb. 2 1/4'(55mm)
21/2'(65 m m)
Deslgn/System/Construction/Assembly
2 3/4"(70mm)
This material has been tested to UL/ULC 2079 and is 3" (75mm)
manufactured under UL's Follow-Up Service.The material is 6.56 LF(2M) 4"(100mm) 5"(100mm)
being supplied as a fire-rated component of a wall assembly. 3 1/4'(85mm)
It has been tested to UL 2079 in assemblies as depicted in 3 1/27.(92mm)
EMSEAL's various listings in the UL Online Certifications 3 3/4"(95mm)
Directory.Use of this material in assembly configurations 4' (SOOmm)
other than depicted In the named UL listings will not encumber 4 1/4"(105mm)
or lower the resistance of the deck or wall assembly but is
done so at the designers'discretion and responsibility for 41%2 (115rnm)
designing substrates as part of a fire rated assembly that meet 4 3/4'(120mm)
applicable standards for the project.Similarly,the published 5" (125mrn)
Information In the UL Listings cannot always address every 5 1/4"(130mm)
construction nuance encountered in the field. Authorities 5 1/2 (1Orhm)
Having Jurisdiction should be consulted in all cases as to the
particular requirements covering the installation and use of UL 53,/4"(145mm)
Listed or Classified products or materials.Authorities Having s° ..JArnm)
Jurisdiction should be consulted before construction to ensure
that specific adjacent substrates and assemblies are detailed Testing and Standards
and constructed to meet local fire-rating requirements.
EMSHIELD WFR2 and WFR3 have been tested and certified under
UL 2079.Both meet the requirements of ASTM E1966,ASTM E119
Fire Retardant and ASTM E1399.
EMSHIELD WFR Impregnated Foam UL 2079,like ASTM E1966,was developed to encompass the fire
testing of ASTM E119 and movement cycling regime of ASTM E1399,
Warranty
Standard or project-specific warranties are available from
EMSEAL on request. This product can only perform its
designed function if it,and the joint-gap Into which it is
SlIcone4aced installed, Is sized to suit anticipated joint movements in
911111cooefaeed IatumersentBelow$ consideration of the movement capability of the product
tihrnescentBellows (AvagaNe`,N,coWs) and in consideration of the temperature at time of Installation,
(Shown lnanaltematecoke) and if it is installed in strict accordance with EMSEAL's
installation instructions.
Availability&Price
EMSHIELD WFR2 and WFR3 are available for shipment
domestically and internationally.Prices are available from local
representatives and/or directly from the manufacturer.The
product range Is continually being updated,and accordingly
EMSEAL reserves the right to modify or withdraw any product
ULSystems
WW-D-0091 WW-D-0092 without prior notice.
WW-D-1079 WW-D-1081
CU$ WW D-0099 WW-D-1087
ULC Systems
JF131 JF132 JF145 HW77
EMSEAL JOINT SYSTEMS, LTD 25 Bridle Lane, Westborough, MA 01581 PH:508.836.0280 FX:508.836.0281
EMSEAL,LLC 120 Carrier Drive,Toronto,ON,Canada M9W 5R1 Toll Free: 1-800-526-8365 PH:416.740.2090 FX:416.740.0233
Copyright 02011 by EMSEAL JOINT SYSTEMS,LTD.All Rights Reserved
2 01 11-11
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation& Public Works Dept.
Facilities Management Division /Architectural Services
401 West 13th Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project# TPW-01627
Contract # 41332
Fort Worth,Texas
SUBJECT: Change Request#44—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $5,243.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request:
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001 Fax Construction Co., Inc.
$4,540.00 -> Total Cost included In Change Request
Austin,Texas 7887704
3901 S.Lamar Blvd. 00 $4,540.00 / $5,243.00— 86.6%
Main 512.486.3800
Fax 512.486.3701 Total M/WBE Participation For Change Request
www.rogers-obrien.com $4,540.00 / $5,243.00= 86.6%
Total M/WBE Participation for this Change Request is 86.6%. Please let me know
should you need any additional information.
Sincerely,
Rogers-O'Brien Construction
Trey Carroll
Project Manager
CC: Master File 10022
Dallas I Austin
Rogers-O'Brien Construction
November 22,2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:RFI#72-Added Saw-Joints& Diamond Leav-Outs @ Bldg. 'A'
10022 Will Rogers Memorial Cntr East
Change Request#44
Dear Jack:
Per RFI#72 response, add saw-joints at first level of Bldg. 'A'centered between the column lines on bays
greater than 20'-0", but not more than 30'-0",as well as add saw-joints at each column line. Diamond
slab leave-outs added to all columns located at perimeter of the slab. Cost includes forming added
blockouts and removal of forms for added diamond leave-outs at columns.
Attached please find our pricing for the above referenced revision item.
1901 Regal Row
Dallas,Texas 75235fhe total amount to provide this work is:. $5,243.00
Main 214.962.3000
Fax 214.962.3001
Please note the attached exclusions/qualifications.
3901 S.Lamar Blvd.#200
Austin,Texas 78704
Main 512.486.380df you have any questions or need further clarification, please contact me at(214)962-3000.
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 44 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/22/2011
Description: RFI#72-Added Saw-Joints&Diamond Leav-Outs @ Bldg. 'A' Change Request#:44
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Saw-Joints&Diamond Leav-Outs 4,540.00 $4,540.00
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $4,540.00
See attached backup for labor, material and subcontractor and Overhead 10.00% $454.00
supplier detail. Fee 4.99% $249.00
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: 1 $5,243.00
Ha
"affer d
#fdrr
Stanford
N_=h ==1:; HQFr_r sr_-:` ,rd 1 2-:0 cane; -.enue Suit= ---, F-art ',. r TC .a=_ 76107
RE Response
Transmittal ID: 00422
Date Sent: 6/16/2011
Project: 07015-01 WRMC East Multi-Purpose Building
Number: 07015-01
To: Brent MacDonald
Rogers-O'Brien Construction Co.
1901 Regal Row
Dallas, TX 75235
214-962-3000 (Phone)
214-962-3001 (Fax)
From: Gary Ryan
Hahnfeld Hoffer Stanford
200 Bailey Avenue, Suite 200
Fort Worth, Texas 76107
(817) 921-5928 (Phone)
(817) 302-0692 (Fax)
Subject: Unit 'A' First Floor Slab Saw-joint Coordination HIGH PRIORITY"
Sent Via: Info Exchange
RF1 ID: 00072
Discipline:
Received: 6/15/2011
Question: S.A1.1 does not depict saw joints for the first floor slab. As discussed with
rylahendra Yajnik on 6/15/2011 Rogers-O'Brien Construction is to provide a saw
joint centered between the column lines on bays greater than 20'-0" but not
more than 30'-0" as well as, at each column, tine. Additionally, Rogers-O'Brien
Construction is to add a diamond slab leave-out to ail corumns at the
perimeter of the slab.
Suggestion:
Answer: ACCEPTABLE AS DISCUSSED AND SUBMITTED IN THIS RFI 00072.
CC:
Grace Construction Co..
Concrete Construction
11325 Tantor Rd. Ste 200
Dallas, Texas 75229
CHANGE ORDER REQUEST
To: Rogers - O'Brian Construction Tuesday, October 25,2011
1901 Regal Row
Dallas, TX 75235
Attn: Trey Carroll
Project: Will Rogers Memorial Center
1401 W.R. Watt Drive
Fort Worth, TX 76107
Subject: See the additional costs for additional block outs Change Order Request 11007-011R
and pour back per RFI 00072.
Labor with Burden $ 3,569.00
Subcontract $ -
Material $ 154.00
Equipment $ 225.00
Subtotal $ 3,948.00
Overhead &Profit 15% $ 592.00
Total Cost: $ 4,540.00
This work has been performed. We request that the Change Order to our contract be issued as soon
as possible. Should you have any questions, feel free to contact me.
Sincerely,
Alan J. Haynes, Sr.
Grace Construction Company
Phone: (972) 432 - 0800 Fax: (972) 432 - 0810
1of1
Grace Construction Co.
Concrete Construction
11325 Tanto Rd. Ste 200
Dallas, TX 75229
DETAILED BREAKDOWN OF COSTS FOR RFI 00072
Labor
Burden @
# Category Time Rate 40% Cost
1 Foreman 4.0 Hrs $22.50 $9.00 $126.00
4 Carpenter 13.0 Hrs $17.00 $6.80 $1,237.60
6 Laborer 12.0 Hrs $14.75 $5.90 $1,486.80
4 Iron Worker 6.0 Hrs $17.00 $6.80 $571.20
1 Cement Mason 6 Hrs $17.50 $7.00 $147.00
$3,569.00
Material
Item QTY Price Cost
Formwork 280 LF $0.55 $154.00
Concrete CY $60.00 $0.00
Reinforcing CWT $45.00 $0.00
$0.00
$154.00
Equipment
Item QTY Price Cost
1 Concrete Buggy 1 DY $225.00 $225.00
$0.00
$0.00
$225.00
Subcontract
Item QTY Price Cost
1 0 LS $ - $
$3,948.00
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation&Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13`h Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project #TPW-01627
Contract # 41332
Fort Worth,Texas
SUBJECT: Change Request# 48—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $21,777.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request :
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001
Total M/WBE Participation for this change request is 0%. Please let me know
Austin,Texas 7887704 Y Y
3901 S.Lamar Blvd. 00 should you need an additional information.
Main 512.486.3800
Fax 512.486.3701 Sincerely,
www.rogers-obrien.com Rogers 'Brien C struction
Trey Carroll
Project Manager
CC: Master File 10022
Dallas Austin
Rogers-O'Brien Construction
November 15, 2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:ASI# 11 -Garage'B'&Pedestrian Walkway Structural Repairs
10022 Will Rogers Memorial Cntr East
Change Request#48
Dear Jack:
Per ASI# 11, provide miscellaneous materials to perform structural repairs to existing concrete
structures. Cost includes required shoring for loads as noted in ASI#11, pre-cast inspection for location
of existing reinforcing and PT cables, saw-cutting and crack repairs as shown on ASI# 11 documents and
miscellaneous steel including epoxy and anchors for repairs as shown. Existing gutter and vertical
expansion joint at connection of pedestrian bridge at R-B Building to be removed. Existing expansion
joint to be replaced with C/S VF-200 expansion joint in color as selected by architect/owner.
1901 Regal Row
Dallas,Texas 75239Attached please find our pricing for the above referenced revision item.
Main 214.962.3000
Fax 214.962.3001.I.he total amount to provide this work is: $21,777.00
3901 S.Lamar Blvd.#200
Austin,Texas 78704PIease note the attached exclusions/qualifications.
Main 512.486.3800
Fax 512.486.3701
If you have any questions or need further clarification, please contact me at(214)962-3000.
www.rogers-obrien.com
Sincerely,
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 48 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/15/2011
Description: ASI#11 -Garage'B'& Pedestrian Walkway Structural Repairs Change Request#:48
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Misc.Steel 2,131.73 $2,131.73
2 Structural Repairs 16,723.00 $16,723.00
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $18,854.73
See attached backup for labor, material and subcontractor and Overhead 10.00% $1,885.4 7
supplier detail. Fee 5.00% $1,036.80
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: 1 $21,777.00
1-1 Raid
Haffer
stanftwd
wCtflter.ts/Planners f interior;
ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS
P d�t�amab A81 No.:011 Owrwr: N
EAST MULTI-PURPOK FACILITY AT A ahbod: IX7
WILL ROGEFIS M L CENTER Issue Date:07/11/11 0ron&j1*x: I l
MY OF FORT WORTH Conkwotorr: [X]
FORT WORTH,TEXAS
Proled No.:07016-01 Fleid:[XI
Otty of Fort Worth Olhar: [ I
401 Weet it Street Oonlrad For:General Corwtruclion Flo: [XI
Fort Worth,Toms 76102
:.lerxnry 6,2011
O'BRIEN CONSTRUCTION
1901 Rsgai Row
Dan as,Texas 766
The Work shall be carried out in accordanos with the following supplemental Iretructlone hsued in accordance
with the Oontract Documents without change In Contract Sum or Oorrtract'Pima. Prooeeding whh the Work In
accordance with these Instructions Indicates the Contractor's aoknowledgemerd that there will be no change In
the Contract Sum or Oontraot Time,
Description:
Rol: attached for repairs/modifications to existing Unit B level 2 structure,northeast comer and existing
connector bridge where bridge Intersects the south face of existing'Richardson Bass'bullding.
Attachments:
Supplementary drawings"PLAN DETAIL of"WALK BRIDGE",81,82 and related photographs(8 QTY).
Issued by Hahnfeld{�Hoffer Stanford:
0)1 W William Westhoff/PA
(SOnntwv) rr*Wod Name/71W)
Redbud Glass Inc. Oklahoma C4325 S.W.
ity, O 31811
K 9
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(800)945-0683
Fax (800) 813-7991
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BEARING PAD EXISTING BEAM
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2. CLEAN CRACKED OR LOOSE CONCRETE FROM AREA.
DO NOT CUT OR REMOVE EXISTING TEE REINFORCING
3. CLEAN EXPOSED REINFORCING TO ACCEPT NEW CONC. PATCH.
4. APPLY BONDING AGENT TO REINF. AND CONCRETE,
5. PATCH AREA WITH SIKA REPAIR MORTAR AS REQUIRED.
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CHAMBERLIN
October 12,2011
Rogers O'Brien
Attention: Trey Carroll
Will Rogers Memorial Coliseum Project
RE: WRMC—ASI#111 Structural Repairs
ROOFING 6c SHEET METAL Dear Trey:
Modifled Bitumen We are providing This proposal to furnish all labor,materials,tools,equipment,and Insurance necessary to fully perform and complete the
work described below.
BUR
• EPDM • Structural repairs outlined in ASI No.011 by Hahnfeld Hoffer Stanford.
TPO/PVC Structural shoring/bracing as required by Safeway Services.
• Metal . Precast beam Inspection/location of reinforcing by Wood Inspection.
• Hydraulic lifting at beams as required to Insert new steel plates as shown on S1 by MY-D.
WATERPROOFING&
CAULKING Saw cutting as required.
Joint Sealants o Concrete/Crack repair and patching Including Sika 224 repair mortar as shown on S1 and S2 by MY-D.
Expansion Joints o Installation/labor for attaching new steel plates as shown on S1 and S2 by MY-D Structural Engineers.Steel with predrllied bolt
Membrane Waterproofing patterns to be provided by others.Welding as required to be provided by others.Fasteners/Bolts to be provided by others.
Elastomeric Coatings o Includes gutter removal as shown.
Water Repellents Includes removal/replacement of vertical expansion joint at pedestrian bridge as shown.C/S VF-200 expansion Joint to be
Waterblasting installed.
• Concrete/Masonry Repair . Allowance for epoxy as required.
• Damproofing
- Flashing
Total.........................................................................................................................$16,723.00
Traffic Coatings
We propose to complete the waterproofing as described above,for the sum listed above;excluding 8.25%sales tax.
ROOF MAINTENANCE& incorporated Notes;
LEAK REPAIR This offer is good for thirty(30)days
All work to be performed during normal business hours
Building Surveys Owner/Contractor agrees to fumish:complete access to work areas,dumpster,toilet facilities,potable water,and all electrical power,as required,at no
additional cost to Chamberlin
Leak Repair All surfaces to be given to Chamberlin in a smooth,broom dean condition,tree of contaminants,forth oils,release agents,voids,fns,and projections
Roof Maintenance Chamberlin Is not responsible for recognizing,locating,or removing asbestos,PCB's,or other hazardous materials.
• Chamberlin Is licensed,certified or approved to Install 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 personnel 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;Inddental and consequential damages
• All colors are to be selected from the manufacturer's standard colors
• Pricing Is contingent on mutually agreeable contract terns,conditions,and proper coordination of the work
• Time and material work will be completed at$48.00/man-tour with 20%mark-up on materials
• Samples of products or systems presented for review are Intended only to provide a general representation and not necessarily an exact replica of the
products 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 experience In
resolving similar problems for our customers;we are not design professionals,architects,or registered engineers,and are not responsible for determining
building code compliance and do not perform design services
• 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 or laboratory testing,mockups,liquidated damages,temporary
facilities or utility,hook-ups or night or weekend work
• This proposal EXCLUDES any reference that Chamberlin has fully examined and analyzed all site 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 malerially 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 enfitied to an equitable adjustment In the contract sum,
DALLAS/FT.WORTH LOCATION contract time or both.
2346 Glenda Lane We appreciate the opportunity to submit our proposal for this project.Chamberlin has been In business over 100 years.We would like to be your"Single Source"
Deltas,TX 75229 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 first time.We would like the opportunity to review the scope of this proposal with you soon.Please call if you have any questions.
214.273.9110/817.237.1927
214.273.9120/017.237.2676 fax Sincerely,
CHAMBERLIN ROOFING fS WATERPROOFING
OTHER LOCATIONS Ryan Grigsby
Houston Project Manager
Austin Accepted by(signature):
San Ant—a
Printed Name 8 Title Date
Oklahoma City -YOUR FAXED SIGNATURE ABOVE WILL BE TREATED AS A FULLY EXECUTED ORIGINAL CONTRACT-
PENDING CHANGE ORDER ESTIMATE SHEET
PAGE NO:
JOB NAME: Will Rogers Memorial Complex CONTRACTOR: RO BONDED: NO
LOCATION: Universitv Drive,Fort Worth,TX ARCHITECT: Hahnfeld DATE: 11-Oct-11
EST.: CHECKED BY: RG BID DATE:
DESCRIPT: AS I I Structural Repairs BURDEN RATE: 65% TAX ON MATERIALS: NO
FOOTAGE DESCRIPTION(LABOR)-PRODUCT NAME RRODDUCTION QUANTITY COST PER MD LABOR BURDEN SUPER/IvfISC. TOTAL LABOR
Inspection
Shoring
Hydraulic Jacks/Poles 1 $130
Sika 224 Repair 1 $130
Steel Labor Repair 1 $130
Gutter Removal 1 $130
EJ Remove/Replace-C/S VF Model 1 $130
Epoxy Allowance 1 $130
FOOTAGE DESCRIPTION(MATERIAL)-PRODUCT NAME COVERAGE QUANTITY COST PER UNIT MATERIAL. MISC.MATERIAL TAX TOTAL NATERIALS
RATV 500.00
45.00
210.00
250.00
TOTAL COST
MISC.JOB EXPENSES QTY, UNIT COSTI AMOUNT COST W/MISC.
EQUIPMENT/I'OOLS-RENTAL OR PURCHASE $0 MARGIN 1 15%
HOTEL $0 GRAND TOTAL
PER DIEM $0 BOND ADD
TRAVEL $0
SHIPPING/FREIGHT $0
TOTAL
CS FWAX scaffolding & Access solutions
2621 WILLOWBROOK ROAD
DALLAS,TX 75220
Phone: (214) 352-3500
Fax: (214) 352-3572
Quotation No: 30210 Freight. . . . . : PPD
Quote Date: 10/11/2011
Opportunity#: 136865
Sales Rep: JEFF PETTY
Customer Number: 166324 Jobsite
CHAMBERLIN WATERPROOFING AND WILL ROGERS PARKING GARAGE
ROOFING SYSTEMS INC UNIVERSITY @ LANCASTER
2346 GLENDA LANE FORT WORTH, TX
DALLAS, TX 75229 Contact: RYAN GRIGSBY
Phone: (972) 241-0934 Phone: (972)241-0934
Fax: (972)241-0311
Equipment Listing
Quantity Item Extended
Part Number Part Description Ordered Weight Weight
VMUDSI LL MUDSILL 2"X 10"X 3'-6' 8 13.50 108.00
STSJ1 SYS SCREW JACK 8 8.30 66.40
SVP8 SYS VERT POST 87 8 29.70 237.60
Si SH SCREW JACK 8 13.80 110.40
U8 SH U HEAD 4"X 8" 8 4.20 33.60
SBR2 SYS BEARER/RUNNER 2' 20 6.70 134.00
SBR5 SYS BEARER/RUNNER 5' 20 14.70 294.00
ALJ6 ALUM JOIST 6' 8 26.10 208.80
VSBW8X10X3 I BEAM STL 8"H X 10#X 3'L 4 30.00 120.00
VSBW8X10X6 I BEAM STL 8"H X 10#X 6'L 4 60.00 240.00
JBC CLAMP JUNIOR BEAM (#204-100) 24 0.40 9.60
SSP5 SYS STL PLANK 9"W X 5'L 4 24.90 99.60
CSA19 TC CLAMP SWIVEL 1.69"OR 1.9" 40 3.50 140.00
CRA19 TC CLAMP RIGID 1.69 OR 1.9" 8 3.00 24.00
ST6SG TC STL TUBE 6'W/FTG 8 14.60 116.80
ST8SG TC STL TUBE 8'W/FTG 8 18.50 148.00
STC3 TC STL TUBEX T MISC TUBE 4 5.80 23.20
Total Pieces: 192 Total Weight: 2,114.00
Two reshore towers @ approximately 2'x 5'x 12'4"tall. One tower will support the T, and the other tower will
serve as a platform for lifting the T. Each scaffold will be capable of supporting 20 kps.
One reshore tower @ approximately 3' x 5'x 13' 8"tall with an outrigger bay for stability. The tower will be
capable of supporting 18 kps
Page 1 of 2 10/11/11
CS FWAX scaffolding & Access solutions
2621 WILLOWBROOK ROAD
DALLAS, TX 75220
Phone: (214) 352-3500
Fax: (214) 352-3572
Quotation No: 30210 Freight. . . . . : PPD
Quote Date: 10/11/2011
Opportunity#: 136865
Sales Rep: JEFF PETTY
Customer Number: 166324 Jobsite
CHAMBERLIN WATERPROOFING AND WILL ROGERS PARKING GARAGE
ROOFING SYSTEMS INC UNIVERSITY @ LANCASTER
2346 GLENDA LANE FORT WORTH, TX
DALLAS,TX 75229 Contact: RYAN GRIGSBY
Phone: (972)241-0934 Phone: (972)241-0934
Fax: (972) 241-0311
Equipment Listing
Labor: $ 1,890.00 Includes erection and dismantle.
Rental: $ 850.00 Per 28 Days. (for all three towers).
Freight: $ 300.00 Includes freight in and out.
Engineering: $ 450.00
Subtotal: $ 3,490.00
Taxes: $ 287.93
Total: $3,777.93
*Material for the 18 kp tower is not in the material list.
Page 2 of 2 10/11/11
4N :, WOOD Inspection Services, Inc Estimate
165 Highview Drive OQ Double Oak, TX 75077 Date Estimate #
N SERVICES, INC. 10/11/2011 20111011-1
Name / Address
Chamberlin Ltd Project
2346 Glenda Lane Garage Beam Repair
Dallas, TX 75229
P.O.No. Terms
Net 30
Item Description Unit$ Qty Total
Mark&Go Initial Site service charge for GPR Services 500.00 l 500.00
Clear holes for pinning a steel plate to two overhead beams.
Plans call for drilling through the beam to bolt the plates to the beam.If the PT cables are two
inches or closer we will not be able to discriminate from the PT rows,and will the thickness of
the beam it's dangerous to try to Drill between them. I recommend not drilling through
overhead beams with PT cable drapes.
Site Location:Unknown Location-Fort Worth TX
Date of Service-TBD
Site Contact-Ryan Grigsby
No reporting.Marks provided on Slab or Ground.
All work to be conducted during normal working hours.
Trip Fee-DFW... Trip fee for delivering Services 50.00 1 50.00
Mark Holes Mark Holes for coring or drilling.@$25 per hole 25.00 2 1,300.00
Please have areas marked prior to arrival.Failure to do so may result in having to reschedule
and cost an additional trip fee.
Net 30 WOOD Inspection Services,Inc is outsourcing our Accounts Receivables to Riviera Finance of 0.00 0.00
Bedford TX.Net 30 terms are contingent on credit approval.Otherwise terms will be COD,
unless specifically agreed to by WOOD Inspection Services,Inc.prior to the services being
performed.
We DO NOT OPERATE on a Paid when Paid basis.
Payments made after the due date will incur late
charges of an additional 15% per 30 day, period Approval Signature
Total $1,850.00
Phone # Fax# E-mail Web Site
972-724-5550 972-355-1592 Sales @WelnspeetTexas.com www.WelnspectTexas.com
Product Data Sheet
Edition 8.2003
Identification no. 556-500
SikaRepair 224
SikaRepair® 224
One-component, cementitious,
sprayable mortar for structural repairs
Description SikaRepair 224 is a one-component,pre-packaged,ready-to-use,cementitious,silica fume,fiber
reinforced,high strength shrinkage-compensated mortar.Formulated for application by trowel or low
pressure spray. It is designed especially for repair of overhead and vertical surfaces.
Whereto Use A high performance repair mortar for wet spray application.Suitable for new construction,repairs,and
maintenance work.Typical applications include:
■ Use on grade,above,and belowgrade on concrete and mortar.
■ Use on vertical and overhead surfaces.
■ Structural repairmaterial for parking structures,industrial plants,walkways,bridges,tunnels,ramps,and
dams,etc.
■ Potable water tank.(NSF approved in Marion,OH and Santa Fe Springs,CA)
Advantages ■ Ready-for-use,one-component material.
■ Easy touse;just add water.
■ Sprayable system.
■ Potable waterapproved.
■ Superiorworkability.Can be trowelled and screeded after application.
■ Labor-saving system.
■ Superior abrasion resistance overconventional Portland Cement mortar.
■ Bond strength ensures superior adhesion.
■ Not a vapor barrier.
■ Compatible with coefficient of thermal expansion ofconcrete.
■ Increased resistance to de-icing salts.
■
Good freeze/thaw resistance.
■ High early strengths.
in Very low shrinkage.
■ Silica Fume enhanced.
in Fiber reinforced.
Yield Yield in service will vary.Average yield is approximately 0.40 cu.ft./bag.Estimating should be based on prior
experience or actual field evaluation.
Packaging 50-Ib.(22.7kg)multi-wall bags.
Typical Data(Material and curing conditions @73°Fand100%R.H.)
Shelf Life 1 year in original,unopened bags.
Storage Conditions Store dry at 40°-95°F(4°-35°C).Condition material to 65°-75°F before
using.
Color Dark gray.
Mixing Ratio 3/4 gal.to 1 gal.liquid per 50 lb.bag of material
Density(wetmix) 125 lbs./cu.ft. (2.0 kg./I.)
Compressive Strength(ASTMC-109) 73oF
1 day 4,500 psi(31 MPa)
7day 8,000 psi(55 MPa)
28day 10,000 psi(69 MPa)
Flexural Strength(ASTM C-348) 28 day 1,100 psi(7.6 MPa)
Tensile Strength(ASTM C-496) 28 day 735 psi(5.0 MPa)
Direct Tensile Pull off(ACI 503) 28 day greaterthan 350 psi
(Failurein substrate.Substrate prepared with 20,000 psi hydroblasting)
SlantShear(ASTM C-882 modified) 28 day 3,500 psi(24.1 MPa)
Chloride Permeability(ASTM C1202/AASHTO T277) 28 day less than 500 coulombs
Sulfate Resistance(ASTM C-1012) 1 year less than 0.06%
Setting Time (ASTM C 266) Initial:2 to 3 hours. Final:5 to 6.5 hours.
How to Use Concrete/Mortar:Substrate must be sound,clean,and free from oil,grease,loose material,surface
Surface Preparation contaminants and olherbond-inhibiting materials.Steel reinforcement must be clean and free from any
rust.Be sure repair area is not less than 3/8 in.in depth.Preparation work should be done by high pressure
water blast,orolherappropriale mechanical means,to obtain an exposed aggregate surface(CSP-6).Saturate
C, surface with clean water Substrate should be saturated surface dry(SSD)with no standing water during
applicalion
Reinforcing Steel. Steel reinforcement should be thoroughly prepared by mechanical cleaning to remove all
traces of rust. Where corrosion has occurred due to the presence of chlorides,the steel should be high-
pressure washed with clean water after mechanical cleaning For priming of reinforcing steel,use Sika
Armalec 110 EpoCem(consult Technical Data Sheet).
Priming Concrete Substrate:Prime the prepared substrate with a brush or sprayed applied coat of SlkaArmalec 110 EpoCem
(consult Tech nicai Data Sheet).Alternately,a scrub coat of Sika Repair 224 can be applied prior to placement of the mortar.
The repair mortar has to be applied into the wet scrub coat before it dries
Mixing With water:Add the water(approx.3/4 gal.)directly into mixer.Start the mixer in motion and add the Sika Repair 224 mortar
while continuing to mix.Mix to uniform con sistencyusing a maximum of 7/8 gallons of water per 50ib.(22.7 kg.)bag(approx.
3 minutes).
With Latex R: Pour 6-7 pints of Sika Latex R Into the mixing container. Slowly add powder and mix as above.
With diluted Latex R:Sika Latex R may be diluted up to 5:1 (water:Sika Latex R)for projects requiring minimal
polymer-modification.Pour6-7 pints of the mixture into the mixing container.Slowly add powderand mixes above
SikaRepalr 224 Concrete:Forhorizontal applications greaterthan 1 inch deep,add 3/8 inch coarse aggregate.Aggregate
must be non-reactive(reference ASTMC1260,C227 and C289),clean,weli-graded,saturated surface dry(SSD),have low
absorption and high density,and comply with ASTM C33 size number8 perTabie 2.Addition rate must not exceed 25 ibs.of
aggregate/bag of SikaRepair224(25 ibs.of 3/8 in.aggregate is approximately 2.0 to 2.5 gal.by loose volume of aggregate).
If the placement is vertical or overhead,temporary support of the material is required.Contact Sika Technical Service for
application details.
App ieatlon Conventional wet-process shotcreting equipment such as a low or high pressure machine should be used.Altime of
application,surfaces should be saturated surface dry but hold no standing water.Apply SikaRepair 224 mortar by low pressure
spraying or trowelling for repairing vertical oroverhead surfaces.
Shoot the shotcrete perpendicular to the surface.This minimizes rebound,creates the smoothest pattern(reduces
'bumps')and properly encases the rebars.The velocity of the shotcrete Is sufficient If,at a distance of 18 to 24 In.,the
shotcrete pattern flattens out on contact with the surface and the rebars are encased.After applying the shotcrete,
allow it to stiffen for about 10 minutes before removing bumpy areas with a trowel. Before applying the next layer,allow
the shotcrete to reach Initial set.This will lake anywhere from 45 minutes to several hours,depending on mix consis-
tency,mix and ambient temperature,wind conditions and humidity.Begin and finish a given patch on the same day.
Curing As perACi recommendations forportiand cement mortar,curing is required when jobsite conditions warrant.Moist curewith
wet buriap and polyethylene,a 6 ne mist of water or a water based*compatible curing compound.Curingcompounds
adversely affect the adhesion of following layers of mortar,leveling mortar or protective coatings.Moist curing should
commence immediately after finishing.Protect newly applied material from direct sunlight,wind,rain and frost.
'Pretesting of wring compound Is recommended.
Limitations Application thickness:
■ Minimum 3/8 Inch (9 mm).
Vertical applications:
■ SikaRepair 224 can be spray applied up to 2"thickness in one lift.
Overhead applications:
■ The thickness should be no more than 1 to 1.5"per pass.If repair requires several lifts(over 1.5"),each Iiftshouid be
applied as soon as the previous Ilftwili supportit.
General:
■ For additional Information,consult Technical Service.
■ Minimum ambient and surface temperatures 40°F(4'C)and rising at the time of application.
■ As with all cement based materials,avoid contact with aluminum to prevent adverse chemical reaction and possible
product failure.Insulate potential areas of contact by coating aluminum bars,rails,posts etc.with an appropriate
epoxy such as Sikadur Hi-Mod 32.
Caution Suspect carcinogen-Contains portiand cement and sand(crystalline silica).Skin and eye irritant.
Irritant Avoid contact.Dust may cause respiratory tract Irritation.Avoid breathing dust.Use only with adequate ventilation.May
cause delayed lung injury(silicosis).IARC lids crystalline silica as having sufficient evidence of carcinogenicity to laboratory
animals and limited evidence of carcinogenicity In humans.NTP also lids crystalline silica as a suspect carcinogen.Use of
safety goggles and chemical resistant gloves is recommended.if PELs are exceeded,an appropriate NIOSH approved
respiratoris required.Remove contaminated clothing.
First Aid In case of skin contact,wash thoroughly with soap and water.For eye contact,flush Immediately with plenty of water
for at least 15 minutes,and contact a physician.For respiratory problems,remove person to fresh air.
In case of spillage,scoop or vacuum into appropriate container,and dispose of In accordance with current,applicable
local,state and federal regulations.Keep container tightly closed and in an upright position to prevent spillage and
leakage.Mixed components: Uncured material can be removed with water.Cured material can only be removed
mechanically.
KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN
NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY
CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION
Sika warrants this product for one year from date of Installation to be free from manufacturing defects and to meet the
technical properties on the current technical data sheet If used as directed within shelf life.User determines suitability of
product for intended use and assumes all risks.Buyer's sole remedy shall be limited to the purchase price or replacement
of product exclusive of labor or cost of labor.
NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF
MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE.SIKA SHALL NOT BE LIABLE UNDERANY LEGAL
THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES.
Visit our webslte at www.sikausa.com 1.800-933-SIKA NATIONWIDE
Regional Information and Sales Centers.For the location of your nearest Sika sales office,contact your regional center.
Sika Corporation Slka Canada Inc. Sika Mexican:S.A.deC.V. Q IT'S'
UA
201 Polito Avenue 601 Delmar Avenue Carretera Libre Ceiaya Km.8.5
Lyndhurst,NJ 07071 Pointe Claire Corregidora,Queretaro
Phone.800-933-7452 QuebecH9R4A9 C.P.76920A.P.136
P,: Fax 201-933-6225 Phone 514-697-2610 Phone.52 42 25 0122
Fax 514-694-2792 Fax 52 42 25 0537 wt.,Mo
Sika end SikaRepalr an regmlemd
Trademarks Made In USA Prinled In USA
Construction Specialties, Inc.
VF Joint Sealant
PRIMARY USES
Pre-compressed Joint Sealant,
Primary Construction Joints
Silicone Coated, Polyurethane Foam,
W Vertical/Horizontal Movement Joints
Waterproofs Vertical Applications.
Exterior Panel Systems
PRODUCT DESCRIPTION
■ VF Joint Sealant is a premium Field
quality joint sealant composed of a applied, Factory applied,
open micro-cell polyurethane foam silicone - colorized
' ,layer '(astomerlc layer
impregnated with a hydrophobic,
polymer sealing compound. optional:.
es Coated with a colorized, pplie
applied
elastomeric layer of silicone. sllicone be
■Developed to waterproof most
larger vertical and horizontal
construction movementjoints or
joints anticipating seismic
movement.
•Provides a watertight,dustproof,
airtight, UV stable,chemically
resistant,sound-proof, and
insulated urethane primary seal.
•Works under its own constant
internal pressure to provide a 'VF Joint Sealant does not rely on the external fillet bead to provide a watertdght seal.
permanent,watertight seal ADVANTAGES PRIMARY APPLICATIONS
eliminating costly water damage,
as well as allowing for a greater ■Can accommodate rapid rates of es Primary construction joints
degree of joint movement. joint movement ■Vertical or horizontal movement—
■Once VF Joint Sealant is ■Supplied in pre-compressed state Expansion, control,and isolation
installed in the joint,the material for ease of installation joints
expands depending on ■Does not rely on the silicone ■Retrofit joints
temperature, adapting to the width coating or on the adhesion of a field ■Pre-cast concrete walls—Tilt-up
of the joint and the irregularities applied bead of sealant to provide a walls
of the substrate provided such watertight seal
profile changes are not sudden or es Exterior Panel Systems—Masonry,
extreme. ■Consistent depth of product granite, metal, EIFS, and curtain
■Developed to meet all applicable ■Excellent compression recovery walls
standards for pre-compressed ■Permanently elastic and ■Other joint requiring a resilient,
sealants. weather-tight waterproof seal.
■Permanently resilient.The ■Used for joints up to 8"wide ■Ideal for larger joints that require an
material will expand and contract architectural finish.
with the movement of the joint ■Allows for up to 100%(t50%)
under any weather condition. movement
■Standard Colors: Dow Corning® ■Not based on asphaltic or
790 Custom colors available upon bitumastic impregnation
request.
is Available Sizes(Joint Width)
*Sticks: 1/2"to 8" Black Limestone Dusty Rose
'(Custom sizes avauable upon requesi) --
DOW CORNING®790 Bronze Precast White Rustic Brick
Actual colors may vary. See Dow Sandstone Natural Stone Blue Spruce
Corning®790 Color Chart for exact
color match.
Adobe an Gray Charcoal
VF Joint Sealant
VF Joint
SPECIFICATION INSTALLATION
Sealant shall be VF joint sealant as manufactured by Construction PREPARATION
Specialties Inc, 800-233-8493. Sealant shall be a polyurethane foam impreg- ■Verify that the joint is clean,
nated with a waterproof polymer sealing compound. VF joint sealant shall sound, and will provide an
be installed in the joint in a pre-compressed state with a silicone coating on the appropriate surface for
exposed face. When compressed to 50%of its fully expanded size, VF installation of the joint sealant.
joint selant must provide a watertight joint. The manufacturer shall furnish a ■Check material for the
Certificate of Compliance with these requirements. appropriate lengths,widths, and
TEST DATA depths.
Density 10 lb/cu.ft.(160kg/m') ■Prepare the material for seams
Thermal Conductivity 0.05 W/m.°C and proper lengths.
Temperature Stability Range -40°F(-40°C)to 185°F(85°C) INSTALLATION
Tensile Strength ASTM 3574 21 psi min. ■Run a'/:' bead of the supplied
Ultimate Elongation ASTM 3574 125%±20% silicone adhesive along both
Resistance to Compression Set Max 2.5% sides of the joint approximately
Shear Strength Min 8N/cm' 1/"—'/4"back from the substrate
Mildew Resistance Excellent surface.
Staining None
Flammability UL 94VO Self Extinguishing ■When fully prepared to install,
Meets CAL 117 open the sealant material by
Flash Point 590°F(310°C) removing the shrink packaging
Durometer Hardness 1ASTM D2240 I Shore A 15 ts. and masonite strapping.
■Remove the white release liner
LIMITATIONS NOT INTENDED FOR on both sides of the material.
•Joints must be sized by measuring ■Joints submerged in water ■Insert the material into the joint
every 5-7ft. (1.524—2.137 meters)to ■Joints in contact with harsh chemicals while pressing the material
ensure gap opening is uniform and against the side of the joint
depth is sufficient for the supplied ■Joints in roofing applications activating the PSA(Pressure sensitive
material. ■Joints requiring pick resistance Adhesive).
•Do not install when substrate or ■Cross joints in copings and ■Tool the silicone over all seams
ambient temperatures are below projecting stone work and transitions to allow for a
-14°F(-25°C)or above 95°F(35°C). clean,aesthetic finish.
•Will not adhere to surfaces CLEAN UP
contaminated by oil or grease. ■Remove any excess silicone left
on the surface of the material or
• If ambient storage temperatures are substrate.
below 50°F(10°C), store material at ■Remove all waste materials
a minimum of 68°F(20°C)for a from the jobsite.
minimum of 24 hours prior to
installation, regardless of ■Do not reuse waste material.
temperature at location of ■Leave site to the satisfaction of
installation. the owner/architect.
• Store material in a dry, enclosed
area, off the ground, and out of
direct sunlight. Do not install when
raining or snowing.
For complete Installation Instructions and product information,contact Technical Support:800.233.8493 or visit us on the web at www.c-sgroup.com
Construction Siq3ecialties, Inc. • 6696 Route 405•Munc •Pa 17756
ADDRESS
Dow Corning® 790 Silicone Building Sealant
Sealant Color Selection Guide
• Please check the availability of the different colors.
• Custom colors are available on request.
• Please refer to product literature for applications and technical information.
The colors shown are a close approximation of the actual sealant colors. However,for best results,
submit color samples or swatches to our lab for color testing and matching.
Precast White Limestone Gray Black
Bronze Sandstone Adobe Tan Dusty Rose
Rustic Brick Blue Spruce Charcoal Natural Stone
Construct ion Corning is a registered trademark of[hrc Corning Corporaboa
_. sOl1121OI1S C)2003 D .Corning Corporation All rights reserved reserved nGP6 GP6m617-:
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation &Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13"' Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project #TPW-01627
Contract# 41332
Fort Worth,Texas
SUBJECT: Change Request#54—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $765.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request:
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001 Grace Construction Co., Inc.
3901 S.Lamar Blvd.#200
$662.00 --> Total Cost included In Change Request
00
Austin,Texas 78704 $662. / $765.00= 86.5%
Main 512.486.3800
Fax 512.486.3701 Total M/WBE Participation For Change Request
www.rogers-obrien.com $662.00 / $765.00= 86.5%
Total M/WBE Participation for this Change Request is 86.5%. Please let me know
should you need any additional information.
Sincerely,
Rogers-O'Brien Construction
Trey Carroll
Project Manager
CC: Master File 10022
Dallas I Austin
Rogers-O'Brien Construction
November 22,2011
City of Forth Worth
401 West 13th Street
Fort Worth, TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:RFI#75-Bldg. 'A' Cantilevered Beam Near Stair 1A
10022 Will Rogers Memorial Cntr East
Change Request#54
Dear Jack:
Per RFI#75 response, added 8"x 24"concrete column at Sw corner of Stair 1A to support cantilevered
concrete beam. Cost of work includes added reinforcing,forming of column and concrete for new
column.
Attached please find our pricing for the above referenced revision item.
1901 Regal Rovwrhe total amount to provide this work is: $765.00
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3ooPlease note the attached exclusions/qualifications.
3901 S.Lamar Blvd.#200
Austin,Texas 787041f you have any questions or need further clarification,please contact me at(214)962-3000.
Main 512.486.3800
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 54 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/22/2011
Description: RFI#75-Bldg. 'A' Cantilevered Beam Near Stair 1 A Change Request#:54
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Added Concrete Column 1 662.00 $662.00
****EXCLUSIONS AND QUALIFICATIONS`* Subtotal: $662.00
See attached backup for labor, material and subcontractor and Overhead 10.00% $66.20
supplier detail. Fee 5.05% $36.80
Price excludes all federal,state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $765.00
Hoffer tl
l
H�►ff�r
Stanford
z r 5`c i.�rd 1 21i;;,, E -Uit= Fort To „_ 07
RE Response
Transmittal ID: 00454
Date Sent: 6/24/2011
Project: 07015-01 WRMC East Multi-Purpose Building
Number: 07015-01
To: Brent NlacDonald
Rogers-O'Brien Construction Co.
1901 Regal Row
Dallas,TX 75235
214-952-3000 (Rhone)
214-962-3001 (Fax)
From= Gary Ryan
Halinfeld Hoffer Stanford
200 Bailey Avenue, Suite 200
Fort Worth, Texas 76107
(817) 921-5928 (Phone)
(817) 302-0692 (Fax)
Subject: Unit'A' Cantilevered Beam Near Stair 1A
Sent Via: Info Exchange
RFI ID: 00075
Discipline:
Received: 6/23/2011
Question: Detail 12/S.A.2,5 depicts 8,F CMU supporting both sides of the cantilevered
second floor beam at the South side of stair 1A, As discussed with Tommy
Deeds, Rogers-O'Brien Construction is to provide a e" x 24" concrete column
(the 24" leg parallel with North and South) at the Southwest corner of stair 1A
to support the cantilevered beam above, Please provide reinforcement details
for connection to existing ~gall below and beam above as well as stirrup
requirements.
Suggestion:
Answer: PROVIDE 8"X24" CONCRETE COLUMN REQUESTED BY G.C. TO ACCC0MODATE
CONSTRUCTION SEQUENCE WITH 16-#6 VERTICAL AND 2-#3 TIES AT 8" O,C..
THIS IS ALREADY DISCUSSED WITH TOMP44Y W/HHS AND BRENT W/ R.O.
CSC:
�Sw� k (3doln x(411 00 OP7
Grace Construction Co..
Concrete Construction
11325 Tantor Rd. Ste 200
Dallas, Texas 75229
CHANGE ORDER REQUEST
To: Rogers- O'Brian Construction Tuesday, October 25, 2011
1901 Regal Row
Dallas, TX 75235
Attn: Trey Carroll
Project: Will Rogers Memorial Center
1401 W.R. Watt Drive
Fort Worth, TX 76107
Subject: See the additional costs for 8" x 24" concrete Change Order Request 11007-012R
column per RFI 00075.
Labor with Burden $ 331.00
Subcontract $ -
Material $ 245.00
Equipment $ -
Subtotal $ 576.00
Overhead & Profit 15% $ 86.00
Total Cost: $ 662.00
This work has been performed. We request that the Change Order to our contract be issued as soon
as possible. Should you have any questions, feel free to contact me.
Sincerely,
Alan J. Haynes, Sr.
Grace Construction Company
Phone: (972) 432 - 0800 Fax (972) 432 - 0810
1 of 1
Grace Construction Co.
Concrete Construction
11325 Tanto Rd. Ste 200
Dallas, TX 75229
DETAILED BREAKDOWN OF COSTS FOR RFI 00075
Labor
Burden @
# Category Time Rate 40% Cost
1 Foreman 1.0 Hrs $22.50 $9.00 $31.50
2 Carpenter 3.0 Hrs $17.00 $6.80 $142.80
1 Laborer 3.5 Hrs $14.75 $5.90 $72.28
1 Iron Worker 1.5 Hrs $17.00 $6.80 $35.70
1 Cement Finisher 2.0 Hrs $17.50 $7.00 $49.00
$331.00
Material
Item QTY Price Cost
Formwork 72 SF $0.70 $50.40
Concrete 1 CY $60.00 $60.00
Reinforcing 3 CWT $45.00 $135.00
$245.00
Equipment
Item QTY Price Cost
$0.00
$0.00
$0.00
$0.00
Subcontract
Item QTY Price Cost
$576.00
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation&Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13`h Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project#TPW-01627
Contract# 41332
Fort Worth,Texas
SUBJECT: Change Request# 59—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $4,083.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001 Grace Construction Co., Inc.
3901 S.Lamar Blvd.#200 $3,535.00 —> Total Cost included In Change Request
Austin,Texas 78704 $3,535.00 / $4,083.00= 86.5%
Main 512.486.3800
Fax 512.486.3701 Total M/WBE Participation For Change Request
www.rogers-obrien.com $3,535.00 / $4,083.00= 86.5%
Total M/WBE Participation for this Change Request is 86.5%. Please let me know
should you need any additional information.
Sincerely,
Rogers-O'B en Construction
Trey Carroll
Project Manager
CC: Master File 10022
Dallas I Austin
Rogers-O'Brien Construction
November 22, 2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:RFI#86- Revised Rebar For Beam B33 @ Grid Line U
10022 Will Rogers Memorial Cntr East
Change Request#59
Dear Jack:
Per RFI#86 response, revised rebar for concrete beam along grid line U between grid lines 2&3.
Original reinforcing for Beam B33 at this location was re-made per revised details provided.
Attached please find our pricing for the above referenced revision item.
The total amount to provide this work is: $4,083.00
1901 Regal Row
Dallas,Texas 75235
Main 214.962.3000Please note the attached exclusions/qualifications.
Fax 214.962.3001
3901 S.Lamar Blvd.#20df you have any questions or need further clarification, please contact me at(214)962-3000.
Austin,Texas 78704
Main 512.486.3800
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 59 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/22/2011
Description: RFI#86-Revised Rebar For Beam B33 @ Grid Line U Change Request#:59
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Revised Rebar @ Beam B33 3,535.00 $3,535.00
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $3,535.00
See attached backup for labor, material and subcontractor and Overhead 10.00% $353.50
supplier detail. Fee 5.00% $194.50
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $4,083.00
0 Hatter
Hatter
Stanford
Hahnfeld Hoffer Stanford 1 200 Bailey Avenue, Suite 200 Fort Worth, Texas 76107
RFI Response
Transmittal ID: 00541
Date Sent: 8/9/2011
Project: 07015-01 WRMC East Mull-Purpose Buiking
Number: 07015-01
To: Brent Mac Don aid
Ro0ers-Olrien Construction Co.
1401 Regal Row
Dalas,7X 73x35
214-952-3000(Phone)
214-962-3W k (Fax)
From: 0
NoMw Starford
200 A ,�• 20Q
F is ]6b7
(837 (FAX) )
Su61ea: Uri'A,'Bwn 33 Confirmation •*MON PPJOPJTY"
3mt Yin: U4 ftdawgis
RrI ID: 00486
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PARTIAL UNIT -A
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SECOND LEVEL FRAMING PLAN
REF. SA1.2
A HtNEMMA YAJNIK
Lw
r TY OF FORT EAST MULTI-PURPOSE FACILITY
WILL ROGERS MEMORIAL CENTER OFORT WORTHWOTEXAS
37 11.IPAL ENONIERS
tuor"m 'urtr5es 9507 "15PONM To Dmvm BY 8/9/2011
��- 073 E��1N Fil�iyQ RFI#00036 MY-D- -- t
T.O. CONC. TOPPING - SEE U
EL. 582'-8" ARCH. DWG.
18" 1114M. CONC, COL. BEYOND
Lo
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Of 649 TOP 1'-10"
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1-f8 CONT.
T a B
Lo
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145 HORIZ. • •
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0 SECTION
SCALE: 4" 09507-Al-CBSS
T.O. CONC. TOPPING - SEE
EL. 5821-8" ARCH. DWG.
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WILL ROGERS M=RIAL CENTER _ °W OFFORTw°Rh'
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Grace Construction Co..
Concrete Construction
11325 Tantor Rd. Ste 200
Dallas, Texas 75229
CHANGE ORDER REQUEST
To: Rogers - O'Brian Construction Friday, June 10, 2011
1901 Regal Row
Dallas, TX 75235
Attn: Trey Carroll
Project: Will Rogers Memorial Center
1401 W.R. Watt Drive
Fort Worth, TX 76107
Subject: RFI# 86 - Revised Reinforcing For Beam B33 At Change Order Request 11007-009
Grid Line U
Trey:
See below for the additional costs for additional steel for Beam B33 at grid line U b/t grid lines 2 & 3.
The additional weight due to structural change is 4,548 pounds.
Labor with Burden $ -
Subcontract $ 200.00
Material $ 2,274.00
Equipment $ 600.00
Subtotal $ 3,074.00
Overhead & Profit 15% $ 461.00
Total Cost: $ 3,535.00
This work has been performed. We request that the Change Order to our contract be issued as soon
as possible. Should you have any questions, feel free to contact me.
Sincerely,
Bud Vore
Grace Construction Company
Phone: (972) 432 -0800 Fax: (972)432 - 0810
1 of 1
Grace Construction Co.
Concrete Construction
11325 Tanto Rd. Ste 200
Dallas, TX 75229
DETAILED BREAKDOWN OF COSTS FOR RFI # 86
Burden @
# Category Time Rate 40% Cost
0 Foreman 0.0 Hrs $22.50 $9.00 $0.00
0 Carpenter 0.0 Hrs $17.00 $6.80 $0.00
0 Laborer 0.0 Hrs $14.75 $5.90 $0.00
0 Iron Worker 0.0 Hrs $17.00 $6.80 $0.00
0 Cement Mason 0.0 Hrs $17.50 $7.00 $0.00
$0.00
Material
Item QTY Price Cost
Reinforcing Steel 4,548 LBS $0.50 $2,274.00
0 $0.00 $0.00
0 $0.00 $0.00
$0.00
$2,274.00
Equipment
Item QTY Price Cost
1 Crane 1 Days $600.00 $600.00
0 0 Days $0.00 $0.00
$0.00
$600.00
Subcontract
Item QTY Price Cost
1 Rojas 1 Tons $ 200.00 $ 200.00
$ 200.00
$3,074.00
DANIEL
STEEL INDUSTRIES, INC.
4640 N. BELTLINE RD. SUNNYVALE,TEXAS 75182
PHONE: (972)226-7656 FAX: (972)203-1597
Mr. Trey Carroll
Rogers O'Brien Construction
RE: Will Rogers Center Change Order
Fort Worth, Texas
Hahnfeld Hoffer Stanford, Architects
Contract Drawings:
RFI #86 (revised B33 on -grid U): $2,274.00
Approximate quantity of material for labor purposes only: 2.28 tons of reinforcing steel
DAN/fL sTffL/NBOMI,fs
Nate Orrick
Sales
Reii:jorciug Steel Fabricators Committed
to Superior Service Siuce 1971
�
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation& Public Works Dept.
Facilities Management Division /Architectural Services
401 West 13`''Street
Fort Worth,Tx 76102
RE: WRMC—East Multi-Purpose
DOE/Project#TPW- 162 Facility Project
Contract# 41332
Fort Worth, Texas
SUBJECT: Change Request#60—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above includin
and overhead is $2,880.00. Below is the breakdown for the M g profit
1s,T Regal Row related to this change /WBE Participation
Dallas,Texas 75235 g request: p
Main 214.962.3000
Fax 214.962.3001 Grace Construction Co. Inc.
3901 S.Lamar Blvd.#200 $2,493.00 -> Total Cost included In Change Request
Austin,Texas 78704 $2,493.00 / $2,880.00= 86.5%
Main 512.486.3800
Fax 512.486.3701
Total M/WBE Participation For Change Re uest
www.rogers-obrien.com $2,493.00 / $2,880.00= 86.5%
Total M/WBE Participation for this Change Request is 86.5%. Please let me know
should you need any additional information.
Sincerely,
Rogers-O'Brien Construction
Trey Carroll
Project Manager
CC: Master File 10022
Rogers-O'Brien Construction
November 22,2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:RFI#88-Bldg. 'A' North Ramp Rebar Requirements
10022 Will Rogers Memorial Cntr East
Change Request#60
Dear Jack:
Per RFI#88 response, specified rebar requirements for the beam running East to West along South side
of the North ramp along grid line T b/t grid lines 4&7. Ramp beam rebar to have(4)#7's top and (4)#8
bottom continuous with 36"diameter lap at support for bottom bars and at mid span for top reinforcement
with#3's @ 10"o.c.stirrups.
Attached please find our pricing for the above referenced revision item.
1901 Regal Row
Dallas,Texas 75235rhe total amount to provide this work is: $2,880.00
Main 214.962.3000
Fax 214.962.3001
Please note the attached exclusions/qualifications.
3901 S.Lamar Blvd.#200
Austin,Texas 78704
Main 512.486.38odf you have any questions or need further clarification, please contact me at(214)962-3000.
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 60 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/22/2011
Description: RFI#88-Bldg. 'A'North Ramp Rebar Requirements Change Request 9:60
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Ramp Rebar Added 2,493.00 $2,493.00
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $2,493.00
See attached backup for labor, material and subcontractor and Overhead 10.00% $249.30
supplier detail. Fee 5.02% $137.70
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: 1 $2,880.00
® Hahniold
Hoffer
Stanford
Hehnfeld Hoffer Stanford 1 200 Easley avenue, Suite 3G0 Fort %6/crtn. Texas 76107
RFI Response
Transmittal ID: 00601
Date Sent: 9/6/2011
Project: 07015-01 WRMC East Multi-Purpose Building
Number: 07015-01
To: Brent MacDonald
Rogers-O'Brien Construction Co.
1901 Regal Row
Dallas,TX 75235
214-902-3000 (Phone)
214-962-3001 (Fax)
From: Gary Ryan
Hahnfeld Haffer Stanford
200 Bailey Avenue, Suite 200
Fort Worth,Texas 76 10 7
(817) 921-5928 (Phone)
(817) 302-0692 (Fax)
Subject: Unit 'A.' North Ramp Rebar Requirements
Sent Ilia: Info Exchange
RFI ID: 00088
Discipline:
Received: 8/15/2011
Question: Sheet S.A1.2 does not depict :rebar for the beam running East to West along
the South saide of the North ramp along grid one T between grid fines 4 and 7
in unit W. Please provide rebar requirements.
Suggestion:
Answer: Ref-below for robar regoircments.:
3/S.A.2-8 - Wal reinf.below ramp slab and abo-,re AewdSon 568'-4" between T&U
to f'olow 3/S_A.2.1 for typical.w a r6dorccnxnt,and ramp i cam above wal parAJ-
to grid lip T to have 44:7 Top and.4-4!8 bottom continuous Nvith 3 6" diameter lap at
srpport for boito t bars axd at Enid spas for top rsinforcentent with" 3 at 10"
o.c.. s6n-ups gpicat
CC:
ar 0/1 C�
Grace Construction Co..
Concrete Construction
11325 Tantor Rd. Ste 200
Dallas, Texas 75229
CHANGE ORDER REQUEST
To: Rogers - O'Brian Construction Friday, June 10, 2011
1901 Regal Row
Dallas, TX 75235
Attn: Trey Carroll
Project: Will Rogers Memorial Center
1401 W.R. Watt Drive
Fort Worth, TX 76107
Subject: Additional Cost Due to Rebar Revisions at Change Order Request 11007-010
Gridline 7-4 on Gridline T Ramp Portion
Trey:
See below for the additional costs for additional steel at Gridline T Ramp Portion. The additional
weight due to structural change is 2,612 pounds.
Labor with Burden $ -
Subcontract $ 262.00
Material $ 1,306.00
Equipment $ 600.00
Subtotal $ 2,168.00
Overhead & Profit 15% $ 325.00
Total Cost: $ 2,493.00
This work has been performed. We request that the Change Order to our contract be issued as soon
as possible. Should you have any questions, feel free to contact me.
Sincerely,
Bud Vore
Grace Construction Company
Phone: (972) 432 -0800 Fax: (972) 432 - 0810
1 of 1
Grace Construction Co.
Concrete Construction
11325 Tanto Rd. Ste 200
Dallas, TX 75229
DETAILED BREAKDOWN OF COSTS FOR RFI # 88
Labor
# Category Time Rate Cost
$0.00
Material
Item QTY Price Cost
Reinforcing Steel 2,612 LBS $0.50 $1,306.00
0 $0.00 $0.00
0 $0.00 $0.00
$0.00
$1,306.00
Equipment
Item QTY Price Cost
1 Crane 1 Days $600.00 $600.00
0 0 Days $0.00 $0.00
$0.00
$600.00
Subcontract
Item QTY Price Cost
1 Rojas 1.31 Tons $ 200.00 $ 262.00
$ 262.00
$2,168.00
DANIEL
STEEL INDUSTRIES, INC.
4640 N. BELTLINE RD. SUNNYVALE,TEXAS 75182
PHONE: (972)226-7656 FAX: (972)203-1597
Mr. Trey Carroll
Rogers O'Brien Construction
RE: Will Rogers Center Change Order
Fort Worth, Texas
Hahnfeld Hoffer Stanford, Architects
Contract Drawings:
RFI #88 (revised beam/wall at north ramp): $1,306.00
Approximate quantity of material for labor purposes only: 1.31 tons of reinforcing steel
DAN/EL slEfl/NDUSTR/fs
Nate Orrick
Sales
Reinforcing Steel Fabricators Committed
to Superior Service Since 1971
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation &Public Works Dept.
Facilities Management Division /Architectural Services
401 West 13'h Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project#TPW-01627
Contract# 41332
Fort Worth,Texas
SUBJECT: Change Request# 62—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $19,426.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request:
Dallas,Texas 75235
Main 214.962.001 Grace Construction nc.
Fax 214.962.3001 Co.,s
3901 S.Lamar Blvd.#200 $1,879.00 4 Total Cost included In Change Request
Austin,Texas 78704 $1,879.00 / $19,426.00= 9.6%
Main 512.486.3800
Fax 512.486.3701 Total M/WBE Participation For Change Request
www.rogers-obrien.com $1,879.00 / $19,426.00= 9.6%
Total M/WBE Participation for this Change Request is 9.6%. Please let me know
should you need any additional information.
Sincerely,
Rogers-O'Brien Construction
Trey Carroll
Project Manager
CC: Master File 10022
Dallas I Austin
Rogers-O'Brien Construction
November 22, 2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:ASI#17-Fireline Revisions At Richardson-Bass Building
10022 Will Rogers Memorial Cntr East
Change Request#62
Dear Jack:
Per ASI# 17 revisions,tie-in to existing fire line and extend fire line to existing riser location for
Richardson-Bass Building. Cost of work inicudes removal and replacement of existing sidewalk for
extension of fire riser, excavation, installation and backfill of new underground fire line to existing riser
location,final connections along with thrust blocks as required as well as removal of existing overhead fire
line in Richardson-Bass Building. As directed by owner, portion of new fire line extending over top of
concrete tunnel was installed in steel casing.
1 Regal Row
Dallass,,T exas 75235A ttached please find our pricing for the above referenced revision item.
T
Main 214.962.3000
Fax 214.962.30O'The total amount to provide this work is: $19,426.00
3901 S.Lamar Blvd.#200
Austin,Texas 78704Please note the attached exclusions/qualifications.
Main 512.486.3800
Fax 512.486.3701
If you have any questions or need further clarification, please contact me at (214)962-3000.
www.rogers-obrien.com
Sincerely,
li''
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 62 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/22/2011
Description: ASI#17-Fireline Revisions At Richardson-Bass Building Change Request#:62
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Sidewalk Demo/Removal 3,703.00 $3,703.00
2 Fire Line Extension 9,415.17 $9,415.17
3 Sidewalk Replacement 1,879.00 $1,879.00
4 Fire Protection Subcontractor 1,822.00 $1,822.00
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $16,819.17
See attached backup for labor, material and subcontractor and Overhead 10.00% $1,681.92
supplier detail. Fee 5.00% $924.91
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $19,426.00
Hahnfeld
Hoffer
Stanford
arcniler!s/orerrmers/interiorec
ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS
Prolect Name: ASI No.: 017 Owner: [X]
FAST MULTI-PURPOSE FACILITY AT Architect: [X]
WILL ROGERS MEMEORIAL CENTER Issue Date:09101/11 Consultant: [X]
CITY OF FORT WORTH Contractor: [X]
FORT WORTH,TEXAS
Owner: Prolect No.:07015-01 Field: [X]
City of Fort Worth Other: [ ]
401 West 131h Street Contract For:General Construction File: [X]
Fort Worth,Texas 76102
Contractor: Contract Date:January 6,2011
ROGERS-O'BRIEN CONSTRUCTION
1901 Regal Row
Dallas,Texas 75235
The Work shall be carried out in accordance with the following supplemental instructions issued in accordance
with the Contract Documents without change In Contract Sum or Contract Time, Proceeding with the Work in
accordance with these instructions Indicates the Contractor's acknowledgement that there will be no change in
the Contract Sum or Contract Time.
Description:
Ref:Attached revised full size F.D1.1 for revisions to the fire line south of the existing Richardson Bass Building.
Attachments:
F.D1.1
Issued by Ha)h�nf�eld Hoffer Stanford:
V'' W WILLIAM WESTHOFF/PA
(Srgnalurq (Printed Nome/Tide)
PR
• • Interior,Selective& Wrecking Demolition
(972)434-0300 Fax(972)434-0303
TITLE: ASI 17-Sidewalk Demolition CHANGE ORDER
NO. 2
PROJECT: PD10097 DATE: 10/12/2011
WRMC - East Multi-Purpose Facility JOB: PD10097
CONTRACT/PO: 10022-02-01S
TO: Attn: Trey Carroll
Rogers-O'Brien Construction Co., LTD. CONTRACT DATE:
1901 Regal Row
STARTED:
Dallas, TX 75235
COMPLETED:
REQUIRED:
DESCRIPTION
Saw-cut, removal and disposal of concrete sidewalk per ASI 17.
Labor: $1,475.00
Equipment& Materials: $1,745.00
10% Overhead &5% Profit: $483.00
$3,703.00
Change order-Tlme&Materlal PD10097 WRMC East Multi-Purpose
10/11/2011 -
Description of Work Performed:
Saw-cut,removal and disposal of concrete sidewalk per ASI 17.
Cost 8r of labors Sub Total Hours TOTAL
Superintendent
Base pay $ 25.00
Labor Burden 11.20
Benefits 7.90
Total Hourly Rate $ 44.10 2 $ 88.20 8 661.50
Foreman I
Base pay 21.00
Labor Burden 9.40
Benefits 5.40
Total Hourly Rate $ 35.80 1 $ 35.80 8 268.50
Leadman
Base pay 17.20
Labor Burden 8.51
Benefits 5.05
Total Hourly Rate $ 30.76 0 $ 0
Laborer I
Base pay $ 12.00
Labor Burden 5.37
Benefits 0.79
Total Hourly Rate $ 18.16 4 $ 72.64 8 544.80
Labor Total 1,474.80
Equipment L Supplies Amt. Cost per day Total
Skid Steer w/grapple 1 $ 225.00 $ 225.00
Hammer attachment 1 $ 185.00 $ 185.00
65hp Concrete Saw 1 $ 175.00 $ 175.00
Diesel 40 $ 4.00 $ 160.00
TAX $
Equipment L Supplies Total $ 745.00
Disposal L Dellvery Amt. Cost per Unit Total
20yd Containers 4 $ 250.00 $ 1,000.00
0 $ $
0 $ $
0 $ $
TAX $ -
Dlsposal L Dellvery Total $ 1,000.00
Equipment&Material Total $ 1,745.00
Labor Total 1,474.80
Sub total $ 3.219.80
5%for Overhead 160.99
10%for Profit 321.98
Grand Total $ 3,702.77
Precision Demolition, LLC
1125 East State Highway 121
ISIRO Lewisville, TX 75057-4406
Office: 972-434-0800
Fax: 972-434-0803
: ELF}17flORIGAICLH0.Ri�TI.ON
Project tt: .
. Project Name: . .W( e f -.. J 10043
Date Work Requested:
General Contractor: 0'em-on
Work Requested by:
Print Name Signature
Demo Superintendent:
Description of Work
At✓G [� r e . .v'h s rl �n
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ft
_ _ . .
Area of Work/Sheet#on Plans: / / ✓0�1 .f�il�' 'S`� VA'I (hY�(/���,'.-
Rersorinel Quantity'. Hours . :: Total Hours !`N s j
Superintendent:rL n;1 r s 2vn;ii(�,.a •e Z 1• 5
Foreman: + vCyvi� vsc�l�✓ ti 7. S
Lead Man:
Labor: 4 •1- 30
"Equipment:(please:ch'eck all:that apply.If not listed;please write It In and..be'specific)
Equipment: Torch Set-up Chipping Hammer Dingo
Power Washer Jackhammer Rivet Buster
II-P-S,
aw Air Compressor Air Hoses
Chainsaw Negative Air Machine Hammer Bits
Concrete Saw Concrete Blades)
Machinery; St er Excavator
H mer 200 Series E_]Skytrack
Grapple 300 Series Size:
Floor Machine 400 Series F]Boom lift
Backhoe Hammer Size;
Grapple Scissor Lift
Other: Thumb
Disposal -
Dumpsters: y>l r f►n
Trucks:
Accepted El �� Date: �Zo
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Waterworks = 1
2650 SOUTH PIPELINE ROAD 0515798 21018 L—`J
EULESS, TX 76040-6633
PLEASE REFER TO INVOICE NUMBER WHEN
MAKING PAYMENT AND REMIT TO:
Please contact with Questions:
817-858-0714
FE — DALLAS WATERWORKS jV788
PO BOX 847411
DALLAS, TX 75284-7411
(ra►rirn..n....irir�rru.iii,rri,nrirri,i,rnrr�r,riiririri
00000107 01 AB 0.368 01 TR 003 FRIDDR01 000000 �--= ;._
WRIGHT CONSTRUCTION COUNTER PICK UP
10048 — WILL ROGERS MULTI 2650 SOUTH PIPELINE ROAD
ATTN: ACCOUNTS PAYABLE EULESS, TX 76040-6633
601 WEST WALL STREET
GRAPEVINE, TX 76051
jr N
SHIP SELL TAX�COOE CUSTOMER ORDER NUMBER SALESMAN � JOB NAME �INVOICE DATE � BATCH
WHSE. WHSE.
788 788 TX788 10048 CJI
110048 — WILL ROGERS MULTI 10/12/11
24293
i
1 Use FERGUSONONLINE.COM, need help?
Call (888) 222-1785
LEAVE OUTSIDE FOR MIKE P.
6" C900 THRU 12" DUCTILE
(2) RF41 (1) RG41
1 20 LF -> (4) CIRCLES
I 2 2 IMJCBBGPU 6 MJ CORTEN BLUE BOLT & GSKT PK 21.760 EA 43.52.
8 8 RF41 RACI CASING SPACER ELEM 10.950 EA 87.60
4 4 RG41 RACI CASING SPACER ELEM 9.840 EA 39.3
8 8 RCSTP 4 WIDE CASING SPACER TAPE 1.750 FT 14.0
1 1 PSNBGZIRF8U 6 ZN 1501/ RR FF 1/8 FLG PKG 10.120 EA 10. 12
1 1 IBR9F 3/4 BRS 90 ELL 5.040 EA 5.0 q
1 1 BRNFK 3/4X2 BRS NIP 5.230 EA 5.23
1 1 MJ9LAU 6 MJ C153 90 BEND L/A 64.260 EA 64.26
2 2 SSLC6 6 PVC WDG REST GLND *ONELOK 35.940 EA 71.8$
1 t1 SZF2C6 6 DI STD DUTY REST ZIP FLG 42.000 EA 42.00
i1 1 A1067AA 10 N12 HOPE COR SNAP END CAP 16.610 EA 16.61
INVOICE SUB-TOTAL 399.62
TAX uless
' UIE?
Pa: 1 SOS
GL
CC:
Appr: 'a
RECEIVED: 10/18/2011
I
TERMS: NET 10TH PROX ORIGINAL INVOICE t�' ( ?= 432.60
All acCOUMS are due and payable per the Invoiced terms All past due amounts are subject to a service charge at the maximum rate allowed by stale law plus wu+rtanrr vROVrsiors SEE REVERSE 71-DE
costs of collection including anomey fees d incurred.Freight femur are FOB our dock unless otherwise specified above. A
f$ FERGUSON" nT!!1=t!n
Waterworks
2650 SOUTH PIPELINE ROAD
EULESS, TX 76040-6633
PLEASE REFER TO INVOICE NUMBER WHEN
MAKING PAYMENT AND REMIT TO:
Please contact with Questions:
817-858-0714 FEI - DALLAS WATERWORKS #788
Po BOX 847411
DALLAS, TX 75284-7411
COUNTER PICK UP
WRIGHT CONSTRUCTION 2650 SOUTH PIPELINE ROAD
10048 - WILL ROGERS MULTI EULESS, TX 76040-6633
ATTN: ACCOUNTS PAYABLE
601 WEST WALL STREET
GRAPEVINE, TX 76051
.JOB NAME
INVOICE DATE BATCH
SHIP SELL TAX CODE CUSTOMER ORDER NUMBER SALESMAN 10
WHSE. WHSE.
788 788 TX788 CJI 10048 - WILL ROGERS MULTI 10/12/11 24293
10048 _
Use FERGUSONONLINE.COM, need help?
Call (888) 222-1785
6 MJ C153 BOLT GSKT PK L/ GLAND 13.750 EA 13•�S
1 1 IMJBGPU 6 DI MJ WDG REST GLND *ONELOK 28.440 EA 28•
1 1 SSLD6 10 M SOIL TITS 45 ELL 39.770 EA 39• ,
1 1 A1094ST
INVOICE SUB-TOTAL 81.96
TAX uless
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CC: Roll
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RECEIVED: 1 /18/2011
ORIGINAL INVOICE - tT�111 "" 88.72
TERMS: NET 1OTH PROX WARRANTY PROVISIONS sEE REVERSE SIDE A
— _ due amounts are subject b a service charge at the ma lk rate N owed try state law lus
. .
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10048 - WILL nuucnn muLr| 10048 - WILL noosnu wuLr|
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unxpcv/wc^ rx 76051
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12 1241 TXE 10048 Cil 10048 WILL ROGERS MULTI 10/11/11 24284
Use FERGUSONONLINE.COM, need help?
Call (888) 222-1785
1 1 W9767096 2-1/2 SS/BR LFI GA 0-300 1/4 LM
28.940 EA
200 200 DR14BPU 6 C900 DR14 PVC GJ BLUE PIPE 5.350 FT 1070,
INVOICE SUB—TOTAL 1501.3f
RECEIVED: 10/18/2011
TERMS: NET 10TH PROX ORIGINAL INVOICE
�accountsare duearod PAY-1ble per the invoiced terins.AJI past due a[TOOL11ALS are SUbfCt IID a Service Charge at Ille maxemirn r&tg aitowed by state law pius
�ma�"
INVOICE
REMIT TO:
IERRA P.O.BOX 50787 Number: 5-56927
OODPIPE, INC. HOUSTON,TX 77245 Date: 10/13/201 1 _
(713)434-1114
Sold To: 922495 Ship To:
Wright Construction Vath Ch f Cierra Yard
601 W. Wall St. *C i) erford, TX
Grapevine TX 76051
FREIGHT TERMS: FOB SHIPPING POINT
F_
DATE ORDERED SALESMAN CUSTOMER POi DATE SHIPPED PPD&ALLOW PPD&ADD
L _ 10/11/11 Barton PO 10048 10/12/11 --- ---
r QUANTITY QUANTITY
ORDERED SHIPPED DESCRIPTION UNIT PRICE U/iJ, TOTAL
20.0 20.0 12 3/4"OD x .250'W x 33.41 Ib. New Limited Service $ 15.9 5 ft. $ 319.00
Pipe, Fusion Bond Coated on OD
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CC
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FREIGHT: $
Terms: Net 30 Days SUBTOTAL: $ 319.00 1-
SALES TAX: 8.25 %
LIMITED SERVICE,REJECT.OR USED MATERIALS ARE SOLD j AMOUNT DUE: $
'AS IS'AND ARE NOT COVERED BY ANY TYPE OF WARRANTY
OR GUARANTEE. ANY MATERIAL RETURNED MAY BE SUBJECT
TO A RESTOCKING FEE
I
We appreciate your business. Thank you for your order.
NEW PRIME PIPE NEW LIMITED SERVICE PIPE • USED PIPE
HOUSTON, TX WEATHERFORD, TX SEGUIN, TX
Elias S. Bathish P.E.
dba Invoice
Excel Consultants
5205 Tacoma drive DATE INVOICE#
Arlington Texas 76017 11/5/2011 237
BILL TO
Wright Construction Company, Inc.
601 N.Wall St.
Grapevine,TX 76051
DUE DATE P.O.NUMBER
11/12/2011
ITEM DESCRIPTION AMOUNT
Engineering Site plan for FireLine for Will Rogers? 600.00
k1000
e0o NO
�� ,11711
Thank you for your business!
Total 600.00
HOURLY WORK
JOB LOCATION: _ � 1 &",3 1 o bHs
DATE:
FOREMAN: / ci m4,.S
WORK PERFORMED:
lire kne QG1oCC� 0�1: Lnc,,4-,— e, F'1�iiC1
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EMPLOYEE HOURS MATERIALS QTY
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1 -
EQUIPMENT HOURS RENTAL EQUIPMENT
IaSCr
CT- '10g1
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COMMENTS:
HOURLY WORK
JOB LOCATION: �,(�; (� �aacr5 ID of 6
DATE:
FOREMAN: Ml c, a.e l
WORK PERFORMED:
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EMPLOYEE HOURS MATERIALS QTY
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EQUIPMENT HOURS RENTAL EQUIPMENT
I
COMMENTS: h d tZooey1 Ae, Pica 4-0
�rr�klrrr
-G/ qwo 4G. kkau
HOURLY WORK
JOB LOCATION: (�1, 1"� Ka,ws /oafs
DATE: 10 - 1'3-
I I
FOREMAN:
WORK PERFORMED:
vd- 0, p-, 74yv Cag:h
rC 5 i-.y� 6'� W.rd '706. r u 5 4' I a c.K Z y-rYi �a6
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EMPLOYEE HOURS MATERIALS QTY
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c iyc z. '�13 6
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EQUIPMENT HOURS RENTAL EQUIPMENT
-'7 a Cf
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COMMENTS:
HOURLY WORK
JOB LOCATION: 1 0 b LtS
DATE: Iii-11
FOREMAN:
WORK PERFORMED:
T^-,4- -rllrl /Vt--rs k.-t r -Te3 'Loc
L's I-le k
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EMPLOYEE HOURS MATERIALS QTY
AIts C4,"mob-
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Ra en-rez, "27 3 0,4
0-e - 1 3 23
va
EQUIPMENT HOURS RENTAL EQUIPMENT
3r s-1 -0 9
C-r— 701-7
Po me
COMMENTS:
Grace Construction Co..
Concrete Construction
11325 Tantor Rd. Ste 200
Dallas, Texas 75229
CHANGE ORDER REQUEST
To: Rogers - O'Brian Construction Friday, October 14, 2011
1901 Regal Row
Dallas, TX 75235
Attn: Trey Carroll
Project: Will Rogers Memorial Center
1401 W.R. Watt Drive
Fort Worth, TX 76107
Subject: ASI# 17 Revisions -Replace Sidewalk Change Order Request 11007-016
Trey:
See below for a breakdown of the work to be performed to replace sidewalk removed for ASI#17
changes.
Labor with Burden $ 824.00
Material $ 810.00
Equipment $ -
Subtotal $ 1,634.00
Overhead& Profit 15% $ 245.00
Total Cost: $ 1,879.00
This work has been performed. We request that the Change Order to our contract be issued as soon
as possible. Should you have any questions, feel free to contact me.
Sincerely,
John'Duncan', Jr.
Grace Construction Co.
Estimator/Project Manager
214-930-8194
Phone: (972) 432 -0800 Fax: (972)432 - 0810
1 of 1
Grace Construction Co.
Concrete Construction
11325 Tanto Rd. Ste 200
Dallas, TX 75229
DETAILED BREAKDOWN OF COSTS FOR ASI # 17
Burden @
# Category Time Rate 40% Cost
1 Foreman 1.0 Hrs $22.50 $9.00 $31.50
2 Carpenter 3.0 Hrs $17.00 $6.80 $142.80
2 Laborer 4.0 Hrs $14.75 $5.90 $165.20
2 Iron Worker 4.0 Hrs $17.00 $6.80 $190.40
3 Cement Mason 4.0 Hrs $17.50 $7.00 $294.00
$824.00
Material
Item QTY Price Cost
Formwork 30 LF $0.55 $16.50
Concrete 12.0 CY $60.00 $720.00
Reinforcing 2 CWT $45.00 $90.00
$810.00
Equipment
Item QTY Price Cost
$0.00
$0.00
$0.00
$0.00
$1,634.00
TS
September 19, 2011
Mr. Trey Carroll
Rogers O'Brien
1901 Regal Row
Dallas, Texas 75235
Re: Will Rogers
Demo existing 6" dry pipe
Ayr#17
Via: E-mail: tcarroll @rogers-obrien.com
Trey:
We are requesting a change order in the amount of $1,822.00 (one thousand, eight
hundred twenty-two dollars and no/100). This is due to the demo of existing 6" pipe and
reconnection of existing fire riser.
Labor 40 hours @ $ 28.00 /hour $ 1,120.00
Material (Break-out below) $ 286.00
Equipment $ 250.00
Tax (exempt) $ 0.00
Sub Total $ 1,656.00
OH&P 10% $ 166.00
Total $ 1,822.00
Material Break-out:
Fabricated spool piece 5CH40 Galvanized $ 176.16
Grooved Flanges X 2 $ 109.60
$ 286.00
Please sign and fax back for directions to proceed. If you have any questions, please do
not hesitate to contact me
Sincerely,
�
Part' Jpiy9
Project Manager
Trey Carroll Date
Rogers O'Brien
TEXAS SPRINKLER
609 INDUSTRIAL BLVD • GRAPEVINE, TEXAS 76051
(817) 416-0160 • FAX: (817)416-0862
. f
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation &Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13`h Street
Fort Worth,TX 76102
RE: WRMC —East Multi-Purpose Facility Project
DOE/Project#TPW-01627
Contract# 41332
Fort Worth, Texas
SUBJECT: Change Request# 63—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $1,956.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request:
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001 Grace Construction Co., Inc.
$1,694.00 4 Total Cost included In Change Request
Austin,Texas 7887704 $
3901 S.Lamar Blvd. 00 $1,694.00 / $1,956.00= 86.6%
Main 512.486.3800
Fax 512.486.3701 Total M/WBE Participation For Change Request
www.rogers-obrien.com $1,694.00 / $1,956.00= 86.6%
Total M/WBE Participation for this Change Request is 86.6%. Please let me know
should you need any additional information.
Sincerely,
Rogers-O'Brien Construction
CZgel
Trey Carroll
Project Manager
CC: Master He 10022
Dallas I Austin
Rogers-O'Brien Construction
November 23, 2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:RFI#91 - Bldg. 'A' Beam 67&68 Reinforcement Details
10022 Will Rogers Memorial Cntr East
Change Request#63
Dear Jack:
Per RFI#91 response, revised rebar requirements and sizes of concrete beams 67&68 along grid line
U. Concrete beams extended to the North to expansion joint between Garage B and Bldg A with
additional rebar added for increased size of beams.
Attached please find our pricing for the above referenced revision item.
1 Regal Ro
Dallass,,T exas 7523 he total amount to provide this work is: $1,956.00
T
Main 214.962.3000
Fax 214.962.300PIease note the attached exclusions/qualifications.
3901 S.Lamar Blvd.#200
Austin,Texas 78704f you have any questions or need further clarification, please contact me at(214)962-3000.
Main 512.486.3800
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
�f
Trey Carroll
Rogers-O'Brien Construction Co _ OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 63 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/23/2011
Description: RFI#91 - Bldg.'A' Beam 67&68 Reinforcement Details Change Request#:63
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Revised Beams B67&668 1,694.00 $1,694.00
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $1,694.00
See attached backup for labor, material and subcontractor and Overhead 10.00% $169.40
supplier detail. Fee 4.97% $92.60
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $1,956.00
Hoffer
Stanford
Hahn/-Id Hoffer StanFord 1 200 Earle-, AvEnus, Suite 2C0 Fort 1Vo,t', Te)eas 76107
RFI Response
Transmittal ID: 00594
Date Sent: 9/2/2011
Project: 07015-01 WRMC East Multi-Purpose Building
Number: 07015-01
To: Brent MacDonald
Rogers-O'Brien Construction Co.
1901 Regal Row
Dallas,TX 75235
214-952-3000 (Phone)
214-962-3001 (Fax)
From: Gary Ryan
HaWeid Hoffer Start€ord
20C Barley Avenue, Suite 200
Fort Worth,Texas 76107
(817) 921-5923 (Phone)
(817) 302-0692 (Fax)
Subject: Unit 'A' Beam 67 & 68 Reinforcement Details
Sent Via: Info Exchange
RFI ID: 00091
Discipline:
Received: 8/15/2011
Question: As discus-sed with Mahendra YajNk and Tommy Deeds on 8/10/11, please
provide revised details for beam 68 & 67
--Yestion:
A' _aver: Reference attached for requested details.
CC: ]eff Westhof(Hahnfeld Hoffer Stanford)
hahendra Yajn&,CMYD Structural Engineers)
Tommy Deeds,(Hahnfeid Hoffer Stanford)
Contents
Quantity Dated Description
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Grace Construction Co..
Concrete Construction
11325 Tantor Rd. Ste 200
Dallas, Texas 75229
CHANGE ORDER REQUEST
To: Rogers - O'Brian Construction Tuesday, October 25, 2011
1901 Regal Row
Dallas, TX 75235
Attn: Trey Carroll
Project: Will Rogers Memorial Center
1401 W.R. Watt Drive
Fort Worth, TX 76107
Subject: See the additional costs for beam per RFI 00091. Change Order Request 11007-015R
Labor with Burden $ 848.00
Material $ 580.00
Equipment $ 45.00
Subcontract $ -
Subtotal $ 1,473.00
Overhead & Profit 15% $ 221.00
Total Cost: $ 1,694.00
This work has been performed. We request that the Change Order to our contract be issued as soon
as possible. Should you have any questions, feel free to contact me.
Sincerely,
Alan J. Haynes, Sr.
Grace Construction Company
Phone: (972) 432 - 0800 Fax (972) 432 - 0810
1 of 1
Grace Construction Co.
Concrete Construction
11325 Tanto Rd. Ste 200
Dallas, TX 75229
DETAILED BREAKDOWN OF COSTS FOR RFI 00091
Labor
Burden @
# Category Time Rate 40% Cost
1 Foreman 2.0 Hrs $22.50 $9.00 $63.00
2 Carpenter 6.0 Hrs $17.00 $6.80 $285.60
2 Laborer 4.0 Hrs $14.75 $5.90 $165.20
3 Iron Worker 4.0 Hrs $17.00 $6.80 $285.60
1 Cement Mason 2.0 Hrs $17.50 $7.00 $49.00
$848.00
Material
Item QTY Price Cost
Formwork 120 SF $1.50 $180.00
Reinforcing 5 CWT $45.00 $219.60
Concrete 3 CY $60.00 $180.00
$580.00
Equipment
Item QTY Price Cost
1 Concrete Pump 3 CY $15.00 $45.00
$45.00
Subcontract
Item QTY Price Cost
$1,473.00
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation & Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13`h Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project #TPW-01627
Contract # 41332
Fort Worth,Texas
SUBJECT: Change Request# 68—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $3,827.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request :
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001
Total M/WBE Participation for this change request is 0%. Please let me know
Austin,Texas 7887704 you 3901 S.Lamar Blvd. 00 should ou need an additional information.
Main 512.486.3800
Fax 512.486.3701 Sincerely,
www.rogers-obrien.com Rogers-O'Bri n Construction
Trey Carroll
Project Manager
CC: Master File 10022
Dallas Austin
Rogers-O'Brien Construction
November 23, 2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:RFI#105-Unit'C'Sedimentation Tank T&M Repairs
10022 Will Rogers Memorial Cntr East
Change Request#68
Dear Jack:
As directed by Jack Durham, removed and replaced crushed section of animal waste piping at South side
of Unit'C'sedimentation tank and replaced "multiple-bend"structure with a new drainage pipe
constructed with minimal bends and added(2)clean-outs as detailed in attached sketch 105A. As
directed,work proceeded on a time and material basis.
Attached please find our pricing for the above referenced revision item.
1901 Regal Row
Dallas,Texas 7523khe total amount to provide this work is: $3,827.00
Main 214.962.3000
Fax 214.962.3001
Please note the attached exclusions/qualifications.
3901 S.Lamar Blvd.#200
Austin,Texas 78704
Main 512.486.380df you have any questions or need further clarification, please contact me at(214)962-3000.
Fax 512.486.3701
www.rogers-obrien.com
Sincerely, �
l
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 68 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/23/2011
Description: RFI#105-Unit'C'Sedimentation Tank T&M Repairs Change Request#:68
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Unit'C'T&M Repairs 3,313.45 $3,313.45
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $3,313.45
See attached backup for labor, material and subcontractor and Overhead 10.00% $331.35
supplier detail. Fee 5.00% $182.20
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $3,827.00
0 Hffe eld
Hoffer
Stanford
Nah <_Id Hcir_r St a-,'c rd I 700 Ea.le, _ ,3f'J°_ _. ,te _ Fort 7 5.07
RFI Response
Transmittal ID: 00650
Date Sent: 9/22/2011
Project: 07015-01 WRMC East Multi-Purpose Buildina
Number: 07015-01
To: Brent MacDonald
Rogers-O'Brien Construction Co.
1901 Regal Row
Dallas, TX 75235
214-962-0000 (Phone)
214-962-3001 (Fax)
From: Gary Ryan
Hahnfeld Hoffer Stanford
200 Bailey avenue, Suite 200
Fort tiVorth,Texas 76107
(817) 921-5923 (Phone)
(817) 302-0692 (Fax)
Subject: Unit'C' Sedimentation Tank Replacement of Existing Structure
Sent via: Info Exchange
RFI ID: 00105
Discipline:
Received: 9/12/2011
Question: Per direction from Jack Durham, Rogers-O'Brien Construction is to proceed on
a time and material basis to remove a crushed section of existing animal waste
at the Socith side of the unit 'C' sedimentation tank and replace the "multiple-
bend" structure with a new drainage pipe constructed with minimal bends and
adding 2 cleanouts, as detailed in the attached sketch RFI-105A,
Suggestion:
Answer: Response:Jeff Taylor(Dunaway Assodates,,Inc.)
I agree the lines need to be replaced to the upstream end of the existing
sedimentation tank per the IPC requirements,
CC: Jeff Westhoff(Hahnfeld Hoffer Stanford)
Jack Durham(City of Fort Worth)
Jeff Taylor(Dunaway Associates, Inc.)
Contents
Quantity Dated Description
1 9/12/2011 RFI 105A.pdf
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I
i
EQUIPMENT HOURS RENTAL EQUIPMENT
i -
I
COMMENTS:
r
Price Quotation#B182583
Ferguson Waterworks#788
2650 South Pipeline Drive
Euless,Tx 76040
Phone:254-699-0347
Fax:254699-1769
Bid No.......: 8182583
Bid Date...: 11/2/2011 Cust Phone: 817-481-2594
Quoted By: CJI Terms.........: NET 10TH PROX
Customer.: WRIGHT CONSTRUCTION Ship To.......:WRIGHT CONSTRUCTION
10048-WILL ROGERS 10048-WILL ROGERS
ATTN:ACCOUNTS PAYABLE ATTN:ACCOUNTS PAYABLE
601 WEST WALL STREET 601 WEST WALL STREET
GRAPEVINE,TX 76051 GRAPEVINE,TX 76051
Cust PO#..: QUOTE Job Name.:
i Item Description Quantity Net Price UM Total
WILL ROGERS
SDR35PP 14 4X14 SDR35 PVC GJ SWR PIPE 112 2.1 LF 235.2
PSG4P 4 PVC SWR GXG 45 BEND 4 12.89 EA 51.56
PSGYP 4 PVC SWR GXGXG WYE 4 19.68 EA 78.72
PSSCAP 4 PVC SWR CAP 5 7.95 EA 39.75
Net Total: 405.23
Tax: 0
Total: 405.23
I
i
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://woIseleyna.com/terms_conditionsSale.html. Govt Buyers: All Items quoted are open
market unless noted otherwise.
I
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager— City of Fort Worth
Transportation&Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13`h Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project# TPW-01627
Contract# 41332
Fort Worth,Texas
SUBJECT: Change Request# 73 —M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $11,612.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request:
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001
Total M/WBE Participation for this change request is 0%. Please let me know
3901 S.Lamar Blvd.#200 should you need any additional information.
Austin,Texas 78704
Main 512.486.3800
Fax 512.486.3701 Sincerely,
www.rogers-obrien.com Rogers-O'Brien Construction
Trey Carroll
Project Manager
CC: Master He 10022
Dallas Austin
r '
Rogers-O'Brien Construction
November 23, 2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:Exterior Signage Submittal-Additional Signage Requirements
10022 Will Rogers Memorial Cntr East
Change Request#73
Dear Jack:
Per architect's review of exterior signage submittal, additional signage added per attached breakdown
from signage subcontractor.
Attached please find our pricing for the above referenced revision item.
The total amount to provide this work is: $11,612.00
1901 Regal Row
Dallas,Texas 75235
Main 214.962.300(P lease note the attached exclusions/qualifications.
Fax 214.962.3001
3901 S.Lamar Blvd.#206f you have any questions or need further clarification, please contact me at(214)962-3000.
Austin,Texas 78704
Main 512.486.3800
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 73 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/23/2011
Description: Exterior Signage Submittal-Additional Signage Requirements Change Request#:73
Labor Material
No Description JQTYUnit Unit Total Unit Total Equipment Subcontract Other Price
1 Added Exterior Signage 10,054.00 $10,054.00
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $10,054.00
See attached backup for labor, material and subcontractor and Overhead 10.00% $1,005.4
supplier detail. Fee 5.00% $552.60
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $11,612.00
Quote No. DALL-14550
Page 1 of 3 * asi
Signage Innovations
Company Rogers-O'Brien Construction October 28,2011
Location Primary Location
Reference
Bill to Rogers-O'Brien Construction Ship to Rogers-O'Brien Construction
1901 Regal Row 1901 Regal Row
Dallas,TX 75235 Dallas,TX 75235
u5 us
Valid Until Revision Date 1012812011 Terms SR David Esh
F.O.B. N/A Revision No ship Method PM Janice McMillen
Lead Time
TXMAS Number-
No. Item Description Qty UOM Unit Price Extension
1. S/T I added letters per achilecl Cast aluminum bronze anodized letters 12^ 1 Each 8,829.00 8,829.00
(1)one set to read:"EQUESTRIAN MULTI-PURPOSE BUILDING"
(5)Five sets to read:"EQUESTRIAN"
2. deduct to remove one-S/T J 16"x 10'-0"panel sign -1 Each 350.00 •350.00
3. Installation Signage Installation 1 Each 1,200.00 1,200.00
4. Shipping 8 Crating Shipping b Crating 1 Each 375.00 375.00
Subtotal 10,054.00
Sales Tax(8.25%) 0.00
Total 10,054.00
By signing below, I approve and authorize this quote and acknowledge that I have read and agree to the attached terms and conditions.
E4,1 2011.11.01 _
Su mitre by Date Approved by Date
Print Name
conlinued on next page
Environmental Signage Solutions Inc.1 DBA ASI 18181)etslai Di suite 110 Irving TX 75063 1 T:(972)9153800 1 F (972)915 3810 1 asisignage.com
ou000l w a
t
Quote No. DALL-14550 Page 2 of 3asi vations
Company Rogers-Hrien Construction October 28,2011
Location Primary location
Reference
Conditions
General
By accepting this order in any manner,purchaser agrees to the terms and conditions notes in the quotation.These terms and conditions supersede all others and
therefore are made an integral part of any contract between the customer and ASI-Modulex.Terms and conditions contrary to those shown in the quotation must be
agreed to in writing.all pricing is based on quantities orderED and may not apply to reorders.
Purchaser agrees that the date of invoicing will commence when the producl(s)has been received by purchaser,whether or not installation is required or complete.
Lead time is approximate and is based upon production and installation time alter receipt of the lollowing:1.Deposit 2.Purchase order and/or Signed Quotation 3.
Approved Artwork 4.Approved Message Schedules 5.AII final specifications,color selections and approvals
Client agrees to provide ASI-Modulex with a complete message schedule(names,room names,room numbers,build locations,etc.)for all signage ordered unless client
places their orders online.Client will ensure that all messages are accurate and final,and ASI-Modulex will not be responsible for items that were misspelled when
submitted.ASI-Modulex is not responsible for the translation of messages into foreign languages,but may do so at an additional charge.All message schedules will be
submitted to ASI-Modulex in a Microsoft Excel Document(.XLS)or CSV file.All message schedules must be approved in writing prior to production.Client acknowledges
that incomplete message schedules could compromise lead times and delivery dates.
Customer is responsible for all return shipping charges.All returned items should be properly insured when shipped.ASI-Modulex will be held harmless in the event that
returns are lost in transit.Client is responsible for inspecting all shipments for any shortage or damage before items leave their dock.Purchaser will note all loss or
damage on the delivery receipt before signing for the shipment.If concealed damage is discovered,client must save all cartons and packaging and request an inspection
from UPS,Federal Express,or the appropriate trucking carrier immediately.DAMAGE MUST BE REPORTED WITHIN SEVENTY-TWO(72)HOURS.
Installation and Delivery
Electrical Signage:
Electrical runs and hook-ups by others.ASI to provide power requirements in shop drawing phase.
Access panels to be provided by client to the location where the signage is to be installed.
Please note this installation assumes no penetrations through the roofing water barrier or any material used to seal the building against weather,moisture,or any
undesired elements. ASI recommends that the submittal drawing be reviewed by any relevent parties to ensure that the installation as illustrated in this document
does not impact the building sealant system. ASI assumes no liability for any penetrations through the roof water barrier or any other building sealant.
Regulated by the Texas Department of licensing and Regulation.For complaints please contact the following:Texas Department of licensing and Regulation PO Box
12157,Austin,TX 78711 1.800-803-9202-(512)463-6599 http://www.license.state.lx.us license#18428
EXTERIOR INSTALLATIONS:
Installation is based on installing all signage in one phase.If installation is phased over a period of time additional charges will incur.
Installation does not include removal of existing signage.
Installation price does not include permits unless noted above.If permits are required the actual costs of permits and procurement will be added to the invoice.
At time of purchase order,customer is to supply ASI-Modulex installation staff with blueprints or diagrams noting sign locations and elevations.Also,job site contact
name and telephone number.
Customer to provide knowledgeable contact on day of installation in order to provide locations/elevations and any other questions that may arise.
Price does not include sign base.
Core Drilling for installation of post-mounted signs is not included.
ASt-Modulex assumes no responsibility for damage to stone substrates when installing stud mounted signage elements.
continued on next page
Environmental signage Solutions Inc.I DBA A51 18181 Jetstar Dr.suite 110 Irving TX 750631 T;(972)915-380D I F (972)915-38101 asisignage cam
Quote No. DALL-14550
Page 3 of 3 �� as,
signage Innovations
Company Rogers-O'Brien Construction October 28,2011
Location Primary Location
Reference
Conditions
Clearing for utilities at sign locations by others.
Installation of exterior signs based on direct embedment and excavation in natural native soils.If rock is encountered,installation price would then be based on time
and material basis.
INTERIOR INSTALLATIONS:
Installation is based on installing all signage in one phase.If installation is phased over a period of time additional charges will incur.
Installation does not include removal of existing signage.
Installation price does not include permits unless noted above.If permits are required they will be quoted upon request.
At time of purchase order,customer is to supply ASI-Modulex installation staff with blueprints or diagrams noting sign locations and elevations.Also,job site contact
name and telephone number.
-Customer to provide knowledgeable contact on day of installation in order to provide locations/elevations and any other questions that may arise.
Client is responsible for checking that the order was delivered or installed as per approved drawings.You have 7 days to submit a claim for any inaccuracies.
Client agrees to authorize any person receiving delivery to sign delivery receipt for purchases If purchaser is unable to accept delivery,then an additional delivery
surcharge will be added before redelivery.Shipping and crating charges are estimates only.Actual and/or additional shipping,crating and expedite charges will appear
on final invoice.
This quote includes a single installation trip charge,during regular hours of operation,unless otherwise specified.Penalties and other charges may result if additional
trips are required due to premises not being ready for install and/or additional work or equipment being required to complete installation.Installation over weekends,
holidays and non-standard hours are also subject to additional charges.
Payment Terms
Purchaser agrees that the date of invoicing will commence when the product(s)has been delivered and/or installed by ASI-Modulex.
Payment is due NEf 30 days from dale of invoice,unless otherwise specified.All payments are considered past due 31 days from the date of invoice and a finance
charge will be due on the balance at an annual rate of 18%(or 1-112%per month).purchaser agrees to pay costs incurred by liquidating damages and/or related
attorney fees.AS]-Modulex reserves the right to bill for products that were delivered ontime,even if client site is not ready.final installation charges will appear On
additional invoices.
Purchaser must supply a tax exempt certificate,otherwise sales tax will be added to the final invoice.State and local sales taxes will be included where applicable.
Environmental signage Solulions hic l DEA ASI 18181 Jetstar Dr.Suite 110 Irving TX 75003 1 1 (972)915-3800 1 F.(972)9153810 l as signage com
W-co 11
ICE)
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation &Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13`" Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project#TPW-01627
Contract# 41332
Fort Worth, Texas
SUBJECT: Change Request # 77—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $1,714.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001
Total M/WBE Participation for this change request is 0%. Please let me know
3901 S.Lamar Blvd.#200 should you need any additional information.
Austin,Texas 78704
Main 512.486.3800
Fax 512.486.3701 Sincerely,
www.rogers-obrien.com Rogers-O'Brien Construction
C� �
Trey Carroll
Project Manager
CC: Master He 10022
Dallas Austin
Rogers-O'Brien Construction
November 23, 2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:ASI#24-Revised Venting/Weepeing @ Top of Masonry Walls
10022 Will Rogers Memorial Cntr East
Change Request#77
Dear Jack:
Per ASI#24, revised TWF detail at top of all masonry walls adding weeps. Additional cost for installation
of WR Meadows TWF at the capstone and thru-wall condition for Detail 07/A.A5.8.
Attached please find our pricing for the above referenced revision item.
The total amount to provide this work is: $1,714.00
1901 Regal Row
Dallas,Texas 75235
Main 214.962.3000Please note the attached exclusions/qualifications.
Fax 214.962.3001
39015.Lamar Blvd.#20df you have any questions or need further clarification, please contact me at(214)962-3000.
Austin,Texas 78704
Main 512.486.3800
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
Trey Carroll
Rogers-O'Brien Construction Co —
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 77 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/23/2011
Description: AS]#24- Revised Venting/Weepeing @ Top of Masonry Walls Change Request#:77
Labor Material
No Description QTY ]Unit Unit E Total Unit Total Equipment Subcontract Other Price
1 Added TWF 1 1,484.00 $1,484.00
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $1,484.00
See attached backup for labor, material and subcontractor and Overhead 10.00% $148.40
supplier detail. Fee 5.00% $81.60
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $1,714.00
Hahnfeld
Hoffer
Stanford
,irchitr•_cts/planners(interiors
ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS
Project Name; S31 No.:024 Owner: [X]
EAST MULTI-PURPOSE FACILITY AT Architect: [X]
WILL ROGERS MEMEORIAL CENTER Issue Date: 10/18/11 Consultant: [ ]
CITY OF FORT WORTH Contractor: [X]
FORT WORTH,TEXAS
Owner: Protect No.:07015-01 Field: [X]
City of Fort Worth Other: [ ]
401 West 13''Street Contract For: General Construction File: [X]
Fort Worth,Texas 76102
Contractor: Contract Date:January 6,2011
ROGERS-O'BRIEN CONSTRUCTION
1901 Regal Row
Dallas,Texas 75235
The Work shall be carried out In accordance with the following supplemental instructions issued in accordance
with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in
accordance with these instructions Indicates the Contractor's acknowledgement that there will be no change in
the Contract Sum or Contract Time.
Description:
Ref:attached supplementary drawing for typical venting and weeping of the top of all exterior masonry walls.
Attachments:
AX-14
Issued by Hahnfeld Hoffer Stanford:
W I W William Westhoff/PA
(signature) (Printed Name/Trtre)
, `.
0 FL
LU
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LU
LLLL
cc
CM
OD
7777-q-4
CHAMBERLIN
t
October 24,2011
Rogers O'Brien
Attention: Trey Carroll
Will Rogers Memorial Coliseum Project
RE: WRMC—Flashing at Cap Stone—Detail#7/A_AS.8
ROOFING&SHEET METAL Dear Trey:
Modified Bitumen
BUR Please see the cost below to furnish all labor,materials,tools,equipment,and insurance necessary to fully perform and
EPDM complete the following scope of work:
TPO/PVC
• Install WR Meadows TWF at the capstone and thru-wail condition as shown in attached sketch.For detail#7 on
Metal sheets A.A5.8.
WATERPROOFING& Detail on plans doesn't call for flashing.
CAULKING
Joint Sealants Total $1,484.00
.............................................
Expansion Joints
Membrane Waterproofing We propose to complete the waterproofing as described above,for the sum listed above;excluding 8.25%sales tax.
Elastomeric Coatings incorporated Notes:
This offer Is good for thirty(30)days
Water Repellents All work to be performed during normal business hours
• Owner/Contractor agrees to fumish:complete access to work areas,dumpster,toilet facililles,potable water,and all electrical power,as required,at no
Waterblasting additional cost to Chamberlin
Concrete/Masonry Repair All surfaces to be given to Chamberlin in a smooth,broom clean condition,free of contaminants,form oils,release agents,voids,fns,and projections
• Chamberlin is not responsible for recognizing,locating,or removing asbestos,PCB's,or other hazardous materials.
Damproofing Chamberlin Is licensed,certified or approved to Install 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
Flashing Immediately upon discovery by Chamberlin personnel for a prompt resolution
Traffic Coatings 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
• Ni colors are to be selected from the manufacturers standard colors
ROOF MAINTENANCE be Pricing Is contingent on mutually agreeable contract terms,conditions,and proper coordination of the work
Time and material work will be completed at E4B.001 man-hour with 20%mark-up on materials
LEAK REPAIR Samples of products or systems presented for review are Intended only to provide a general representation and not necessarily an exact replica of the
products or systems to be furnished or installed
Building Surveys Please be advised that the products and methods outlined In this proposal are based on our visual survey,plans,specifications,or our practical experience In
Leak Re air resolving similar problems for our customers;we are not design professionals,architects,or registered engineers,and are not responsible for determining
P building code compliance and do not perform design services
Roof Maintenance For CIP,notwithstanding anything to the contrary the CIP deduction,contract reduction,Is limited to the amount of insurance premium that will be saved by
Chamberlin due to the provision of insurance by General Contractor to Owner.Specifically,but not limited to,excess-umbrella coverage,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 or laboratory testing,mockups,liquidated damages,temporary
facilities or utility hook-ups or night or weekend work.
• This proposal EXCLUDES any reference that Chamberlin has fully examined and analyzed all site 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 Immedlately 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 sum,
contract time or both.
We appreciate the opportunity to submit our proposal for this project.Chamberlin has been In business over 100 years.We would like to be your"Single 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 rirsi fime.We would like the opportunity to review the scope of this proposal with you soon.Please call if you have any questions.
Sincerely,
CHAMBERLIN ROOFING&WATERPROOFING
DALLAS/FT.WORTH LOCATION Ryan Grigsby
2346 Glenda Lane Project Manager
Dallas,TX 75229 Accepted by(signature):
214.273,9110/817.237.1927
214.273.9120/817.237.2676 fax Printed Name&Title: Date
-YOUR FAXED SIGNATURE ABOVE WILL BE TREATED AS A FULLY EXECUTED ORIGINAL CONTRACT-
OTHER LOCATIONS
Houston
Aurtln
- San Anton
Okiahoma City
PENDING CHANGE ORDER ESTIMATE SHEET
PAGE NO:
JOB NAME: Will Rogers Memorial Center CONTRACTOR: Rogers 0 Brien BONDED: NO
LOCATION: University Dr.,Fort Worth,TX ARCHITECT: Hahnfeld DATE: 24-Oct-11
EST.: CHECKED BY: BID DATE:
DESCRIPT: Thru Wall FlasWn at 7/A.A5.8 IBURDEN RATE: 65% TAX ON MATERIALS: NO
77
FOOTAGE DESCRIPTION(LABOR)-PRODUCT NAME PRODUCTION RATE QUANTITY COST PER NID LABOR BURDEN SUPER/MSC. TOTAL LA80R
210 Meadows 18"TWF 150 $130
210 Meadows 12"TWF 150 $130
210 Primer 0 $0
210 Mastic 210 $130
FOOTAGE DESCRIPTION(hATERIAL)-PRODUCT NA hIE COVERAGE QUANTITY COST PER UNIT hATERIAL MISC.MATERIAL TAX TOTAL MATERIALS
RATFI UMT
75 60.55
75 40.45
500 130.80
250 119.12
TOTAL COST
MISC.JOB EXPENSES QTY. UNIT COST AMOUNT COST W/MISC.
EQUIPMENT/TOOLS-RENTAL OR PURCHASE 1 $300 MARGIN 10%
HOTEL $0 GRAND TOTAL
PER DIEM $0 BOND ADD
TRAVEL $0
SHIPPING/FREIGHT $0
TOTAL
j
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager—City of Fort Worth
Transportation &Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13`" Street
Fort Worth,TX 76102
RE: WRMC—East Multi-Purpose Facility Project
DOE/Project #TPW-01627
Contract# 41332
Fort Worth,Texas
SUBJECT: Change Request# 78—M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $1,620.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request :
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.3001 Basecom, Inc.
$1,402.67 4 Total Cost included In Change Request
Austin,Texas 7887704 �
3901 S.Lamar Blvd. 00 $1 402.67 / $1,620.00= 86.6%
Main 512.486.3800
Fax 512.486.3701 Total M/WBE Participation For Change Request
www.rogers-obrien.com $1,402.67 / $1,620.00= 86.6%
Total M/WBE Participation for this Change Request is 86.6%. Please let me know
should you need any additional information.
Sincerely,
Rogers-O'Brien Construction
Trey Carroll
Project Manager
CC: piaster He 10022
Dallas I Austin
Rogers-O'Brien Construction
November 23, 2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATfN: Jack Durham
RE:RFI#154- Installation of(4)4" Conduits As Directed By Owner
10022 Will Rogers Memorial Cntr East
Change Request#78
Dear Jack:
As directed by Alarj(Bagamery, installed (4)4"conduits underneath the tunnel near the intersection of
the Moncrief Building for relocation of existing utilities that could not be routed on top of the tunnel due to
clearance issues. Three of the(4)4"conduits were stubbed up(total of six stub-ups)with long sweep
90's and capped for future use.
Attached please find our pricing for the above referenced revision item.
1901 Regal Row
Dallas,Texas 752351-he total amount to provide this work is: $1,620.00
Main 214.962.3000
Fax 214.962.3001
Please note the attached exclusions/qualifications.
3901 S.Lamar Blvd.#200
Austin,Texas 78704
Main 512.486.380gf you have any questions or need further clarification, please contact me at(214)962-3000.
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
gr
Trey Carroll
Rogers-O'Brien Construction Co ---
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 78 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/23/2011
Description: RFI#154-Installation of(4)4"Conduits As Directed By Owner Change Request#:78
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 Install(4)4'Conduits 1,402.67 $1,402.67
***"EXCLUSIONS AND QUALIFICATIONS""*" Subtotal: $1,402.67
See attached backup for labor, material and subcontractor and Overhead 10.00% $140.27
supplier detail. Fee 4.99% $77.06
Price excludes all federal, state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $1,620.00
` .. Page lofl
Trey Carroll
---��� ��`��������� �
From: Nowfonna@hmhnfedd.com
Sent: Tueoday, November 22, 2011 7:50 AM
To: Trey Carroll
Subject: Project: 07015-01 WRMC East Multi-Purpose Building - RFI Received - Unit'D' Conduit at Moncrief
Building Confirmation
Note: You have been CC'don this notification.
An RFl has arrived through Hahnfe|d Hoffer Stanford Info Exchange. Select the link below to view the |
Note: This RFI is in pending state and has not been officially logged by Mahnfe|d Hoffer Stanford.
Click here to login to the Hahnfeld Hoffer Stanford Info Exchange site
Project Name: O7015'O1VVRMC East Multi-Purpose Building
Project Number: 07015'01
From: Brent MacDonald (Rogers-O'Bhen Construction [o.)
To: Gary Ryan (Hahnfe|d Hoffer Stanford)
CC: Trey Carroll (Rogers-O'Brien Construction Co.), Tommy Deeds (Hahnfeld Hoff
Stanford), Jack Durham (City of Fort Worth), Alan Bagannery (City of Fort
Worth), Susan Foxworth (Hahnfe|d Hoffer Stanford), Jeff Westhoff(Hahnfe|d
Hoffer Stanford), Steve Munoz (Rogecs-O'Brien Construction Co.)
Subject: Unit 'D' Conduit at MoncriefBui|ding Confirmation
Transmittal ID:
SeoderID: KFl OO154
Remarks: Per owner direction, Rogers-O'Brien Construction installed 4 - 4"conduits
underneath the tunnel near the intersection of the Moncrief building for
relocation of existing utilities that could not be routed on top of the tunnel du
to clearance issues. Please confirm.
To share and learn more about Newforma Info Exchange visit
ll/23/20) l
Request For Change
Basecom Inc
5209 Vesta Farley Rd Status: Pending
Fort Worth,TX 76119
Date: 10/06/11
Respond By Date: 10/13/11
Internal RFC No: 6
Rogers-O'Brien Internal Job No: 11-001
Rog
Rog Regal Row Customer Job No: 10022
1901 Dallas,TX 75235
Will Rogers Multi Purpose Cntr
1901 Regal Row
Dallas,TX 75235
Attn:
Owner Doc No:
Labor&Material to perform T&M work 8-5,8-12 and 9-14. Tunnel change West. 0.00
Labor-see attached service worksheets&job cost detail report 437.84
Material-see attached CESCO invoices&job cost detail report 781.87
Overhead&Profit(15%) 182.96
Total RFC: 1,402.67
Approved Change Order No.
Accepted Date: Accepted By:
Please sign and return a copy as soon as possible 1 of 1
�N N E
Locations to se ve y--u: • •• •
Alice,TX 08!05!11 6606
��.. CRAWFORD ELECTR!C SUPPLE' Austin,TX
108 EAST INDUSTRIAL Bryan/�Ilege station.TX =
ER
FORT WORTH TX 76104 Conroe,TX S000755671.001
CcawEord Electric Supply 817-338-1480 Fax 811-429-1373 Coppell,TX
Corpus Christi,TX •
Dallas,TX
Fort Worth.TX CRAWFORD ELECTRIC SUPPLY
Houston,TX P.O.BOX 847160
New Braunfels,TX DALLAS TX 75284-7160
New Orleans,LA
San Antonio,TX
SOLD TO: SHIPPED TO:31103
WILL ROGERS EAST MULTI PURPOSE CENT
BASECOM, INC. C/O BASECOM,INC
5209 VESTA FARLEY RD 1601 W R WATTS DRIVE
FORT WORTH TX 76119-6479 FORT WORTH TX 76107
6606 TUNNELL WEST MARK SHIPVIA
SALESMAN INVOICE NUMBER SHIPPING BRANCH SHIP DATE I
CHAD VIA S000755671.001 RFTW 08/05/11 OT OUR-TRUCK
DESCRIPTION
SKU
98006006738 PVCFIT 40OP40 90D 36R SCH40 ELB 16 16 24.36 ea 389.76
4 IN 90DEG 36RAD SCH40 PVC ELBOW
98006006010 PVC 400P 41N SCH40 PVC PIPE 200 200 151.77 c 303.54
2 2 656.38 c 13.13
78006006981 PVCFIT 1QT GLUE CLR 40
QT GLUE REG BDY CLR SCH40 30336S OR
PR32
66238170686 NSI EWDT-8 2 2 3.97 ea 7.94
ECON DCT TAPE
CJ Contract Documents
❑Insurance
❑Release of Lien
❑Certified Payroll A \�
❑O&MlWarranty �\
M 7' Approved By ti
-OD Job Number
12
THANK YOU FOR YOUR BUSINESS!
If paid by 09/10/11 you may deduct S14.29. SUBTOTAL 714.37
All payments are due by 09/25/11. S&H CHARGES
SALES TAX 0.00
For complete terms and conditions please visit
hllo//wwwcescoltdcom/Customers/CESCO CrediLAoelication 0209.0df (Y/t� TOTAL DUE 714.37
•.^•
su r,E Ne r
Page 1 of 1
r•
INVOICE
Locations to serve you: lkiftel 171-111 •
.�.� .� CRAWFORD ELECTRIC SUPPLY Alice,TX 09/14/11 6606
C'L 108 EAST INDUSTRIAL Austin,TX
FORT WORTH TX 76104 Bryan/College Station,TX INVOICE
Crawford Electric Supply 817338-1480 Fax 817-429-1373 CCooppell,TX 5000825992.002
Corpus Christi,TX PLEASE REMIT PAYMENT TO.
Dallas,TX
Fort Worth.TX CRAWFORD ELECTRIC SUPPLY
Houston,TX P.O.BOX 847160
New Braunfels,TX
New Orleans,LA DALLAS TX 75284-7160
San Antonio,TX
SOLD TO:
SHIPPED TO:31103
BASECOM,INC. WILL ROGERS EAST MULTI PURPOSE CENT
5209 VESTA FARLEY RD 160 B 1 W R WAT R WATTS D, D RIVE
FORT WORTH TX 76119-6479 160
FORT WORTH TX 76107
CUSTOMER ORDERED
6606 11001 MARK
SALESMAN INVOICE NUMBER SHIPPING BRANCH SHIP DATE SHIPVIA
CHAD VIA S000825992.002 RFTW 09/14/2011 OT OUR-TRUCK
SKU DESCRIPTION OR13ER. CITY UNIT PRICE UOM
98006006172 PVCFIT 400P CA 6 6 1,125.01 c 67.50
4 IN PVC COND CAP
F000Certified ontract Documents
surance
elease of Lien
Payroll
XWairranty
Approved By
Job Number
C•C• [Wk
THANK YOU FOR YOUR BUSINESS!
If paid by 10/10/11 you may deduct$1.35. SUBTOTAL 67.50
All payments are due by 10/25/11. S 8r H CHARGES
SALES TAX 0.00
For complete terms and conditions please visit
htto//v^^r cescoltd com/Cuslomers/CESCO CreditAOOlication 0209.odf T 4-Ze- o,nvu TOTAL DUE 67.50
•typae-
sore P ar
Page 1 of 1
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10106/2011 02:34:50 PM Basecom Inc
Job History Detail Report
08/01/11 To 09/30/11
11-001-Will Rogers Multi Purpose Cntr
08/01/11 To 09/30/11
Cost Code Description Source Date Class Category Dollars Hours/Units Comment
1120 TEMPORARY SERVICES-JOBSITE
1129 MISC OTHER JOBSITE SERVICE P/R 08/12/11 LAB 5190B OT 17.96 1.000 THU9794 Thurlow,David
P/R 08/12/11 LAB 5190B REG 47.88 4.000 THU9794 Thurlow,David
P/R 08/12/11 LAB 5190F REG 65.32 4.000 LOP6895 Lopez,Pablo
P/R 08/12/11 LAB 5190W OT 22.98 1.000 SCO8512 Scott,David I
P/R 08/12/11 LAB 5190Z OT 32.66 1.000 FLE6106 Fletcher,Curtis
P/R 08/12/11 LAB 5190Z SAL 60.09 3.000 TOS9255 Tosh,Mark
P/R 08/19/11 LAB 5190B REG 23.94 2.000 THU9794 Thurlow,David
P/R 08/19/11 LAB 5190Z REG 43.54 2.000 FLE6106 Fletcher,Curtis
P/R 08/19/11 LAB 5190Z SAL 48.08 2.000 TOS9255 Tosh,Mark
A/P 08/05/11 MAT 714.37 CRA0000 CRAWFORD ELECT
A/P 09/14/11 MAT 67.50 CRA0000 CRAWFORD ELECT
P/R 08/12/11 BUR 4.38 1.000 SCO8512 Scott,David I
P/R 08/12/11 BUR 5.57 1.000 FLE6106 Fletcher,Curtis
P/R 08/12/11 BUR 10.86 3.000 TOS9255 Tosh,Mark
P/R 08/12/11 BUR 17.31 4.000 LOP6895 Lopez,Pablo
P/R 08/12/11 BUR 14.89 5.000 THU9794 Thurlow,David
P/R 08/19/11 BUR 5.55 2.000 THU9794 Thurlow,David
P/R 08/19/11 BUR 8.14 2.000 FLE6106 Fletcher,Curtis
P/R 08/19/11 BUR 8.69 2.000 TOS9255 Tosh,Mark
Cost Code 1129 Total: LAB 362.45 20.000
MAT 781.87
BUR 75.39 20.000
Totals: 1,219.71
Cost Code Group 1120 Total: LAB 362.45 20.000
MAT 781.87
BUR 75.39 20.000
Totals: 1,219.71
Job 11-001 Total: LAB 362.45 20.000
MAT 781.87
BUR 75.39 20.000
Totals: 1,219.71
Service Worksheet FRM-160-A
, Customer Contact: i )
Date:
- � I !
Work Ticket# T
Location: T1}�(lL: �� � ontact Ph m er:
Service Required: ft '! �I /
I iN:t A- a I I (�
I] ) Vtc l
Employee Name: time in break time out total hrs time must be noted in military time format
12:00 AM = 0:00 12:00 PM = 12:00
1:00 AM = 1:00 1:00 PM = 13:00
�'• 2:00 AM = 2:00 2:00 PM = 14:00
1,/T 3:00 AM = 3:00 3:00 PM = 15:00
t � � � `�� /• �S i 4;00 AM = 4:00 4:00 PM = 16:00
`? :00 AM = 5:00 5:00 PM = 17:00
R , ' `3b,,----*' 13 7:00 AM = 7:00 7:00 PM = 19:00
8:00 AM = 8:00 8:00 PM = 20:00
In, •' 9:00 AM = 9:00 9:00 PM = 21:00
10:00 AM = 10:00 10:00 PM = 22:00
11:00 AM = 11:00 11:00 PM = 23:00
Material Used:
Quantity Item
/ rt OW
Where did you obtain material from:
Was this Material an after hours call: ❑ YES NO
After hours fee: ATTACH PACKING SLIPS OR INVOICES
Customer Representative(print name)
Customer Representative Signature
Basecom Representative Signature.
Service Worksheet FRM-160-A
Date: .112 — I I Customer Contact: xL J A d
Work Ticket#
Location: ►�I We-,--k Co hone r.
Service Required:
C (A I 1 Yl ' Y- ,
-- bber u er nE l o r.
Employee Name: time in break time out total hrs time must be noted in military time format
t� 12:00 AM = 0:00 12:00 PM = 12:00
1:00 AM = 1:00 1:00 PM = 13:00
/� j� 2:00 AM = 2:00 2:00 PM = 14:00
U r - i �✓ • LJ 2 3:00 AM = 3:00 3:00 PM = 15:00
r� Y, I 4:00 AM = 4:00 4:00 PM = 16:00
r+i V— 1 l , v { 5:00 AM = 5:00 5:00 PM = 17:00
6:00 AM = 6:00 6:00 PM = 18:00
7:00 AM = 7:00 7:00 PM = 19:00
8:00 AM = 8:00 8:00 PM = 20:00
9:00 AM = 9:00 9:00 PM = 21:00
10:00 AM = 10:00 10:00 PM = 22:00
11:00 AM = 11:00 11:00 PM = 23:00
Material Used:
Quantity Item
1
Where did you obtain material from:
Was this Material an after hours call: ❑ YES ❑ NO
After hours fee: ATTACH PACKING SLIPS OR INVOICES
Customer Representative(print name)
Customer Representative Signature J
Basecom Representative Signature'
Service Worksheet FIRMA 60-A
Date: - Customer Contact:
Work Ticket#
Location: o Contact Phone Nu r:
Service Required:
b -
s
Employee Name: time in break time out total hrs time must be noted in military time format
�( 12:00 AM = 0:00 12:00 PM = 12:00
Y , 3 9 1:00 AM = 1:00 1:00 PM = 13:00
2:00 AM = 2:00 2:00 PM = 14:00
3:00 AM = 3:00 3:00 PM = 15:00
TefA Caycr [ 4:00 AM = 4:00 4:00 PM = 16:00
w i ` 5:00 AM = 5:00 5:00 PM = 17:00
6:00 AM = 6:00 6:00 PM = 18:00
7:00 AM = 7:00 7:00 PM = 19:00
8:00 AM = 8:00 8:00 PM = 20:00
9:00 AM = 9:00 9:00 PM = 21:00
10:00 AM = 10:00 10:00 PM = 22:00
11:00 AM = 11:00 11:00 PM = 23:00
Material Used:
Quantity Item
i
i
V.
O 9 . OD
Where did you obtain material from: L")TD P�
Was this Material an after hours call: ❑ YES [ZI->QO
After hours fee: ATTACH PACKING SLIPS OR INVOICES
Customer Representative(print name)
Customer Representative Signature,
Basecom Representative Signature:
Rogers-O'Brien Construction
November 30, 2011
Jack Durham
Senior Construction Manager-City of Fort Worth
Transportation &Public Works Dept.
Facilities Management Division / Architectural Services
401 West 13`h Street
Fort Worth,TX 76102
RE: WRMC-East Multi-Purpose Facility Project
DOE/Project #TPW-01627
Contract # 41332
Fort Worth,Texas
SUBJECT: Change Request# 79-M/WBE Participation
Mr. Durham:
The total amount of the approved change request referenced above including profit
and overhead is $2,021.00. Below is the breakdown for the M/WBE Participation
1901 Regal Row related to this change request :
Dallas,Texas 75235
Main 214.962.3000
Fax 214.9623001 Grace Construction Co., Inc.
$1,750.00 -> Total Cost included In Change Request
3901 S.Lamar Blvd.#200 $1,750.00 / $2,021.00= 86.6%
Austin,Texas 78704
Main 512.486.3800
Fax 512.486.3701 Total M/WBE Participation For Change Request
www.rogers-obrien.com $1,750.00 / $2,021.00= 86.6%
Total M/WBE Participation for this Change Request is 86.6%. Please let me know
should you need any additional information.
Sincerely,
Rogers-O'Brien Construction
�?�_ v5f 0
Trey Carroll
Project Manager
CC: Master He 10022
Dallas I Austin
a .
Rogers-O'Brien Construction
November 23, 2011
City of Forth Worth
401 West 13th Street
Fort Worth,TX 76102
Ph: (817)392-7913 Fax: (817)392-8488
ATTN: Jack Durham
RE:RFI#76-Addiiton of(4) Concrete Columns @ Bldg. 'A'SW Pedestrian Ramp
10022 Will Rogers Memorial Cntr East
Change Request#79
Dear Jack:
Per RFI#76 response, added (4) 12"x 24"concrete columns along Bldg. 'A'Southwest pedestrian ramp
for support of elevated concrete structure above. Cost of work includes rebar, forming of columns and
place/finish of concrete.
Attached please find our pricing for the above referenced revision item.
1901 Regal Rovthe total amount to provide this work is: $2,021.00
Dallas,Texas 75235
Main 214.962.3000
Fax 214.962.30 OP lease note the attached exclusions/qualifications.
3901 S.Lamar Blvd.#200
Austin,Texas 78704f you have any questions or need further clarification, please contact me at(214)962-3000.
Main 512.486.3800
Fax 512.486.3701
www.rogers-obrien.com
Sincerely,
Trey Carroll
Rogers-O'Brien Construction Co
OWNER AUTHORIZED SIGNATURE
ATTACHMENT
Dallas Austin
Change Request 79 Price Breakdown
Job Name: Will Rogers Memorial Cntr East Date: 11/23/2011
Description: RFI#76-Addiiton of(4)Concrete Columns @ Bldg. 'A'SW Pedestrian Ramp Change Request#:79
Labor Material
No Description QTY Unit Unit Total Unit Total Equipment Subcontract Other Price
1 (4)Concrete Columns 1,750.00 $1,750.00
****EXCLUSIONS AND QUALIFICATIONS**** Subtotal: $1,750.00
See attached backup for labor, material and subcontractor and Overhead 10.00% $175.00
supplier detail. Fee 4.99% $96.00
Price excludes all federal,state and local fees.
Price does include sales and/or remodel taxes.
Written authorization and/or signature on this PC required prior to
performing the above described work.
Total: $2,021.00
0 Hahnfeld
Hoffer
Stanford
Hahnfeld Hoffer Stanford 1 200 2ailev Avenue, Suite 200 Fart 4YUrth. Texas 76107
RE Response
Transmittal ID: 00455
Date Sent: 6/24/2011
Project: 07015-01 WRMC East Multi-Purpose Building
Number: 07015-01
To: Brent MacDonald
Rogers-O'Brien Construction Co.
1901 Regal Row
Dalas,TX 75235
214-962-3000 (Phone)
214-962-3001 (Fax)
From: Gary Ryan
Hal-nnfeld Hoffer Stanford
200 Bailey Avenue, Suite 200
Fort Worth, Texas 76107
(817) 921-5928 (Phone)
(817) 302-0692 (Fax)
Subject: Unit'A' Southwest Pedestrian Ramp Column Confirmation
Sera Via: Info Exchange
RF1 ID: 00076
Discipline:
Received: 6/23/2011
Question: Colunwis near the intersectiim of 1/D, 1/D.S, 1/F and 1 1H.2 are depicted as
CMJ in details 4/S.A2.4 and 101S.A2.9. As discussed with Tommy !Seeds,
these cokrnns are to be constructed as concrete cok ms. Please provide
dWiwtsions and reinforcement detaiis for connector to existing waf below and
beam above.
Suggestion:
Answer: THE ABOVE COLUMMS AT THE REQUEST BY G.C. AND TOMMY DEEDS NEED TO
BE CONSTRUCTED AS PER DETAIL II/S.A2.9 IN LIEU OF IO/S.A2.9 OWY
BETWEEN FIRST AND SECOND LEVEL. USE DETAIL 8/S.A2.9 ABOVE SECOM
LEVEL.
CC:
Grace Construction Co..
Concrete Construction
11325 Tantor Rd. Ste 200
Dallas, Texas 75229
CHANGE ORDER REQUEST
To: Rogers - O'Brian Construction Tuesday, October 25, 2011
1901 Regal Row
Dallas, TX 75235
Attn: Trey Carroll
Project: Will Rogers Memorial Center
1401 W.R. Watt Drive
Fort Worth, TX 76107
Subject: See the additional costs for 4 ea-8" x 24" Change Order Request 11007-013R
concrete columns per RFI 00076.
Labor with Burden $ 910.00
Material $ 612.00
Equipment $ -
Subcontract $ -
Subtotal $ 1,522.00
Overhead& Profit 15% $ 228.00
Total Cost: $ 1,750.00
This work has been performed. We request that the Change Order to our contract be issued as soon
as possible. Should you have any questions, feel free to contact me.
Sincerely,
Alan J. Haynes, Sr.
Grace Constriction Company
Phone. (972) 432 - 0800 Fax (972) 432 - 0810
1 of 1
Grace Construction Co.
Concrete Construction
11325 Tanto Rd. Ste 200
Dallas, TX 75229
DETAILED BREAKDOWN OF COSTS FOR RFI 00076
Labor
Burden @
# Category Time Rate 40% Cost
1 Foreman 2.0 Hrs $22.50 $9.00 $63.00
2 Carpenter 6.5 Hrs $17.00 $6.80 $309.40
2 Laborer 4.5 Hrs $14.75 $5.90 $185.85
1 Iron Worker 4.5 Hrs $17.00 $6.80 $107.10
1 Cement Mason 10.0 Hrs $17.50 $7.00 $245.00
$910.00
Material
Item QTY Price Cost
Formwork 240 SF $0.55 $132.00
Concrete 2 CY $60.00 $120.00
Reinforcing 8 CWT $45.00 $360.00
$612.00
Equipment
Item QTY Price Cost
$0.00
$0.00
$0.00
$0.00
Subcontract
Item QTY Price Cost
$1,522.00