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City of Fort Worth C��'���Y 6��. �'��`� 1��"�'t
Construction Change Order
Change Order Na Date Prepared Awarding M&C. Funding
1 5/28/2015 C a7lJ'/3' `�j�/� C234-541200-
247060237480
Project Description City Secretary Contract No.
Tower Drive / Cattle Barn 2 Will Rogers Memorial Center 46002
ORIGINAL CONTRACT AMOUNT ................................................................ $11,800,966
EXTRAS TO DATE ..................................................................... $ 0
CREDITS TO DATE .................................................................... $ 0
CONTRACT COST TO DATE .................................................................................................. $11,800,966
AMOUNT OF PROPOSED CHANGE ORDER ............................................................................... $ 330,181
REVISED CONTRACT AMOUNT ............................................................................................. $12,131,147
ORIGINAL FUNDS AVAILABLE FOR CHANGE ORDERS ............................................................ $ NA
REMAINING FUNDS AVAILABLE FOR CHANGE ORDERS ......................................................... $ NA
ADDITIONAL FUNDING (IF NECESSARY) ................................................................................ $ 330,181
IN ACCORDANCE WITH THIS CHANGE ORDER, THE CONTRACTOR SHALL:
Furnish all labor and material as per ASI 6 attached for additional concrete stem walls, structural steel and required
miscellaneous revision.
ADD $ 330,181
It is understood and agreed that the acceptance of this Change Order by the contractor constitutes an accord and satisfaction and represents payment in fiill (both time
and money) for all costs arising out of, or incidental to, the above Change Order
Contractor's Name
Sedalco Inc.
Original Contract Time Additional Approved Time To Date Approved Contract Time To Date Additional Time For This Change Order
293 cd 0 cd 293 cd 0 cd
Contractor /� . i Date Projec ger) „ Date
�
Architectural Sefvices N�anager
�'Yl O�- `� • C�
Assistant
PROPERTY MANAGEMENT
CHANGE ORDER FORM
May 28, 2015
� SCANNED
C�FFICIAL RECORD
CITY SECRET�IRY
F'�. WORTH, TX
�/�1�5
Date
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Date
Date
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���,r�� M� �Aq
Assistant City M�nager
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Council Action (If Required) �s Not Applicable tr ��
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Allison Tidwell, Assistant to the City
Date
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CONSTRUCiION SERVICES
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OWNER: City of Fort Worth
3401 WestLancasterAvenue
Fort Worth, Texas 760107
ARCHITECT: Hahnfeld Hoffer Stanford
PROJECT: W RMC - Tower Drive / Cattle Barn 2
SEDALCO PROJ, NO: 14443
DATE: February 24, 2015
SCOPE OF WORK: Reference Document:
ASI No. 6: Revisions to the concrete stem walls and metal panel locations and colors of Cattle Barns 1 and 2.
PRINTED NAME, TITLE
LINE 7: TOTAL CHANGE REQUEST AMOUNT ................................. $330,181
TIME EXTENSION ..................................................................... 0 calendar days
CHANGE PROPOSAL
CP-011
SEDALCO RESERVES THE RIGHT TO REQUEST A COMPENSABLE TIME EXTENSION
SHOULD IT BECOME NECESSARY TO EXTEND THE SCHEDULED COMPLETION DATE
AS A RESULT OF THIS CHANGE
APPROVED TO PROCEED BY: LINE 1: TOTAL OF COLUMNS A+B+C+D ............................................................. 2$$ GZO
LINE 2: General Contractor-Sales Taxes on Materials $0
LINE3: SUBTora� z :.................................................................................... $288,620
SIGNATURE LINE 4: GNL P&P BOND, INS, FEES ...................................................... $11,545
LINE5: SUBTOTAL 3 :.................................................................................... $300,165
LINE 6: GNRL CONTRACTOR MARGIN (10%) ....................................... $30,016
: _:,� = Hahnfelci
Huff�r
` � Stanford
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ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS
Proiect Name: ASI No.: 0�6
Tower Drive/Cattle Barn 2 Renovation
WiII Rogers Memorial Center lssue Date: 02/09/2015
Fort Worth, Texas
Owner:
City of Fort Worth
TPW — Facilities Mgmt. Group/Architectural
Protect No.: 13006-00
Contract For: General Construction
Contractor:
Sedaico
2554 E, Long Ave.
Fort Worth, TX 76137
Contract Date: October 20, 20i4
owner: [xJ
Architect: [xj
Consultant: [x]
Contractor: [x]
Field: [x]
Other: [ ]
File: [x]
Submit an itemized proposal for changes In the Contract Sum and/or Contract Time for the proposed Supplemental
Instruction modification(s) to the contract documents described herein. Within fou�teen (14) days, the Contractor
shall submit the proposal or notify Hahnfeld Hoffer Stanford, in writing, of the date which the proposal wili be
submitted. The Work, when approved, shall be carried out in accordance with the described Supplemental
Instructions and in accordance with the Contract Documents.
THIS 1S NOT A CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE, OR A DIRECTION TO PROCEED WITH
THE WORK DESCRI6ED IN THE PROPOSED MODIFICATION(S).
Description: This ASI addresses changes to the concrete stem walls and metal panel locations and colors of Cattle
Barns 1 and 2:
Contractor is advised of the following and shall be governed accordingly:
ARCHITECTURAL
DRAWINGS
1. Drawing A1-6:
a. Revise metal roof panels as indicated on reissued full size drawing sheet, attached hereto.
2. Drawing A3-1:
a. Revise window schedule as indicated on reissued full size drawing sheet, attached hereto.
3. Drawing A44:
a. Metal wall panel locations and color clarifications as Indicated on new added full size drawing sheet,
attached hereto.
4. Drawing A45:
a. Metal wall panel locations and color clarifications as indicated on new added full size drawing sheet,
attached hereto.
AS I 006
Paae 1 of 5
5. drawing A4-6:
a. Metaf wall pane! locations and color ciarifications as indicated on new added full size drawing sheet,
aftached hereto.
6. Drawing A4-7:
a. Metal wali panel focations and cofor clarifications as indicated on new added full size drawing sheet,
attached hereto
7. Drawing A5-2:
a. Revise concrete stem walls, masonry and metal wall panels as indicated on reissued full size drawing sheet,
attached hereto.
8. Drawing A5-3:
a. Revise concrete stem walis, masonry and metal wall panels as indicated on reissued full size drawing sheet,
atfached hereto.
S. Drawing A5-5:
b. Revise concrete stem walis, masonry and metal wall panels as indicated an reissued full size drawing sheet,
attached hereto.
10. Drawing A5-9:
a. Revise concrete stem walls, masonry and metal wall pane(s as indicated on reissued full size drawing sheet,
attached hereto.
11. Drawing A5-18:
a. Revise concrete stem wails, masonry and metal wall mefat panels as indicated on reissued full size drawing
sheet, attached hereto.
12. Drawing A5-20;
a. Revise concrete stem walis, masonry and metal wall metal paneis as indicated on reissued full size drawing
sheet, attached hereto.
13. Drawing A5-21:
a. Revise concrete stem walis, masonry and metal wall metal paneis as indicated on reissued full size drawing
sheet, attached hereto.
14. Drawing A5-22:
a. Revise concrete stem waiis, masonry and metal wail meiaf panels as indicated on reissued full size drawing
sheef, aftached hereto.
15. Drawing A5-26:
a. Revise concrete stem wafis, masonry and metal wall metal panels as indicated on reissued full size
drawing sheet, attached hereto.
16. Drawing A5-33:
a, Revise concrete stem walls, masonry and metal wall mefal panels as indicated on reissued full size drawing
sheet, attached hereto.
17. Drawing A5-34:
a. Revise concrete stem walls, masonry and metal wa(I metal panels as indicated on reissued full size drawing
sheet, atfached hereto.
ASI 006
Paqe 2 of 5
18. Drawing A5-37:
a, Revise concrete stem walls, masonry and metal wall metai panels as indicated on reissued full size drawing
sheet, attached hereto.
19. Drawing A6-1:
a. Revise concrete stem walls, masonry and metal wali panels as indicated on reissued full size drawing sheet,
attached hereto.
20. Drawing A6-2:
a. Revise concrete stem walis, masonry and metal wall panels as indicated on reissued fulf size drawing sheet,
attached hereto.
21. Drawing A6-3:
a, Revise concrete stem walls, masonry and metal wall panels as indicated on reissued fuil size drawing sheet,
attached hereto.
22. Drawing A6-6:
a. Metal wail panel locations and color clarifications as indicated on new added full size drawing sheet,
attached hereto.
23. Drawing A6-7:
a. Metai wall panel locations and color clarifications as indicated on new added full size drawing sheet,
attached hereto.
24. Drawing A6-8:
a. Metal wall panel Iacations and colar clarifications as indicated on new added full size drawing sheet,
attached hereto.
25. Drawing A6-9:
a. Metai wall panei locafions and color clariflcations as indicated on new added fuil size drawing sheet,
aftached hereto.
26. Drawing A8-1:
a. Revise metal roof paneis as indicated on reissued full size drawing sheet, attached hereto.
27. Drawing A8-2:
a. Revise metal roof pane(s as indicated on reissued full size drawing sheet, aftached hereto.
STRUCTURAL
DRAWINGS
1. Drawing S2-10:
a. Replace with attached. Revised dimension to face of existing concrete stem wall at CatOe Barn 1. Revised
dimension to locate steei columns next to Cattie Bam 1 between grids 1 and 2. Clarified top of concrete
elevation along grid E.A, between grids 11 and 12. Re�ised various piers to mark "P5". Changed thickness
of new CMU beiween grids 14 and 15 to 8" thickness. Revisions are as indicated on the drawing.
2. Drawing S2-11:
a. Replace with attached. Deleted references to details 10/S4-01 and 19IS4-01 beiween grids 2 and 11.
Revised location of low roof beam next to grid 15. Revisions are as indicated on the drawing.
ASf 006
Paae 3 of 5
3. Urawing 52-12:
a. Replace with atiached, Revised detail references af iop of concrete columns. Revisions are as indicated on
the drawing,
4, ` Drawing S2-30:
a. Replace with aitached. Added reference to details 03/S5-14 and 04lS5-14 between Cattle Barn 2 and
Arena. Added reference to new concrete wall over existing stem wall and connection of new concrete wail
to existing steel columns per detail 14/S3-04. Revisions are as indicated on the drawing.
5. Drawing S2-31:
a. Replace with attached. Added notes to indicate that the exisiing steel roof purlins under the clerestory are to
remain. Deleted the new verticaf X bracing. Revisions are as indicated on the drawing,
6. Drawing S2-32:
a. Replace with attached. Clarified that the exisfing continuous angle brace at the bottom chord of the exisfing
cierestory trusses is to remain.
7. Drawing S3-01:
a. Replace with attached. Added new pier mark P5 to straighi shaft pier schedule.
8. Drawing S3-02:
a. Replace wiih attached. Revised detai(s 9, 10, 16, and 20 to show raised concrete stem walis, new grade
beam connected to the existing concrete stem wail, and revised grade beam reinforcing. Revised location of
CMU at detail 23. Revisions are as indicated on the drawing.
9. Drawing S3-03:
a. Repiace with attached. Revised details 5, 15, 17, 22, 23, and 24 to show raised concrete stem walls, new
grade beam connected to the existing concrefe stem wall, and revised grade beam reinforcing. Revised
location of CMU af detaii 2. Revisions are as indicated on the drawing.
10. Drawing S3-04:
a. Replace with attached. Added new detail 14 to show connection of raised concrete stem wall to steel
columns. Revised details 1 and 8 to connect grade beams tagether. Revised CMU in detail 2 to 8"
thickness. Revisions are as indicated on the drawing.
11. Drawing S4-02:
a. Replace with attached. Revised pilaster dimensions i� detail 9. Revisions are as indicated on the d�awing.
12. Drawing S5-02:
a. Replace with attached. Added we(d to detaii 3. Revised cope dimensions in detail 12. Revised shape of
stiffener plates in details 7 and 23. Clari�ed dimensions, number of bolts, and slide bearing assembly in
detaii 23. Revisions are as indicated on the drawing.
13. Drawing S5-03:
a. Replace with attached, Deleted welds in detail 7. Added tube at base of cleresfory wall in detail 14.
Revisions are as indicated on the drawing.
14. Drawing S5-04:
a. Replace with attached. Revised weld in detail 3, Revised CMU to 8" thickness in detail 5. Added weld to
detaii 17. Revisions are as indicated on the drawing.
AS I 006
Page 4 of 5
15. Urawing 55-05:
a. Replace with attached. Added stiffener plates to beam in detail 9. Added weld to detail 10. Revised gutter
dimensions at detail 11. Revised cope dimensions in detail 18. Revisions are as indicated on the drawing.
16. Drawing S5-11:
a. Replace with attached. Added notes to indicate that the existing steel roof purlins under the cierestory are to
remain,
17. Drawing S5-12:
a. Replace with attached. Raised concrete stem walis to underside of existing windows. Deleted girts at base
of windows, Revised girt at head of windows. Deleted the rod X-Bracing. Added HSS 5x3x1/8 girt at base
of clerestory, Deleted details 09 and 10. Added new details 04 and 06. Revisions are as indicated on the
drawing.
18. Drawing S5-13:
a. Replace with attached. Raised concrete stem walls to underside of existing windows. Deleted girts at base
of windows. Revised girt at head of windows. Deleted the rod X-Bracing. Deleted new framing at the
clerestory windows. Deleted detail Q4, Revised C5 channel to bent plate at detail 05. Added new detail 06.
Revisions are as indicated on the drawing.
19. Drawing S5-14:
a. Replace with attached. Raised concrete stem walls to EL 106'-0". Deleted lower row of girts. Revised
upper row of girts. Deleted the rod X-Bracing. Deleted the vertical angles between the two lower rows of
gi�ts. Added HSS 5x3x1/8 girt at base of clerestory. Added new details 03 and 04. Revisions are as
indicated on the drawing.
20. Drawing S5-15:
a. Replace with attached. Revised C5 girts to show tubes. Revisions are as indicated on the drawing.
lssued by Hahnfeld Hoffer Stanford:
� < ���� Lee A. Hill, AIA/Associate Princi al
(Signature) (P�lnted Name / Title)
END OF AS( No. 005
(Except Attachments)
AS I 006
Page 5 of 5
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Change Order Request
21-1501 — WRMC Tower Drive-Cattte Barn 2 Renovations
TO Craig Alford
Sedalco Construction Services
2554 E. Long Ave.
Fort Worth, TX 76137-4801
817-831-2245
817-831-2248 (FAX)
Return To Rick Garcia
EJ Smith Construction Co., LLC
828 Stella Ave.
Dallas, TX 75216
469-206-7733
Summary
COR Subject: ASI-06
COR Number: 21-1501-002
COR Revision Number: 0
COR Date: 2/2/2015
Price / Do Not
Work Type :
Proceed
ASI Reference No : 06
This COR is valid for 30 Days.
Total COR: $239�302.00
Comments / Time Extension Request
This change wilt add an additional 20 work days to our work.
Work involves the revisions in grade beam foundation work on the east side of Cattle Barn #1 and east/west sides of
Cattle Barn #2. Increasing the stem wall hei�ht by 5' at these same watl lines.
Reservation of Rights
This COR does not include any amount for impacts such as interference, disruptions, reschedulin�, changes in the
sequence of work, delays and/or associated acceleration. We expressly reserve the ri�ht to submit our request for
any of these items.
Signed By:
V �w �
Dated: 2/2/2015
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�EDALCa
CONSTRUCTION SERVICES
s�.« ,ya,
Date:
Arin:
CP#: O11
2554 East Long Avenue • Fo�t Worth, Texas 76137-4801
817.831.2245 • Fax 817.831.2248
Metro b17.854.2�10
NMIW.SEOALCO.COM
v
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C��n ,
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Project: WRMC — Tower Drive / Cattle Barn 2
Origin: ASI: # 006 (If applicable)
Please complete this pricing detail worksheet for scope of work revisions identified as ASI No, 006. This
worksheet, along with appropriate back up must be submitted by no later than February 16, 2015.
Should this document not be received by the date requested, the scope of work revisions identified ASI
No. 6 will be performed at no additional cost. Credits, if appropriate, will be assigned accordingly by use
of RS Means Regiona] Cost Data as applied to c}uantifiable elaments of the work.
Description of Change: �ddition of Brick and Block
Material Cost (Provide Back-up);
Labor Cost (Provide Back-up):
Equipment Cost (Provide Back-up):
Mazk-up (Inc[uding overhead and profit}:
Bond Premium Adjustment (If applicable):
Total:
$ 6181.00
$ 92�2.00
$
� 231�,00
$
� t7,748.00
Total Number of Days Extension Requested:
Brief Description of request
SEE AT'I'ACHED FOR BACK UP �� �1C��
Change Request Proposal
Projecl: 35110 / TOWER DRIVE/CATTLE BARN 2 Change request number: 1004
(name and HARLEY AVENUE & TRAIL DRIVE DescripNon: ASI �t06
address) FORT �/oRTH, TX 76102
Customer. SEDALCO, INC
NoNco to Proceed Stalus:
Submitted date;
Origfna4on dalc:
Received date:
Rough order of magnitude: 0.00
Quotatlon
Su6mitted date: 02I20/15
�ua dato:
Su6mittod amounL• 17,748.00
Requasted days delay: 0
Revenue Detall
Billing Item Description
Total Revenue:
Proposed
02/20/15
Revenue
9 7,748.00
17,748.00
Contractor Pricing
Phase Code I Description Cost Type
40Q-000 CMU Material M MATERIAL
8's
500•000 Standard 8rick Material M MATE}21AL
4's
200-100 Mortar Sand Lime M tiIATERIAL
20Q-400 Grout M MATERIAL
800-300 Dur-A-�Nail, Wire M MATERIAL
700-100 Damprooflng M MATERIAL
300-500 Scaffolding E EQUIPMENT
500-200 Standard 8rick-Mason L LABOR
400-200 CMU Labor - Mason L LABOR
70Q-105 Damproofing - Labor L 1A80R
400-100 CMU Labor- Laborer L LABQR
100-100 Field Superintendent L LABOR
Contractor Pricing Total:
Custamor. SEDALCO, INC
Aulhorized Representative:
ey:
Date:
Amount
848.00
1,633.00
6T5.00
375,00
350.00
1,300.00
1,000.00
3,987.00
2,695.00
1,300.00
270.00
1,000.00
15,433.00
Total:
Mark-up:
Total Contrector P�ice for CR 1004
15,433.00
2,315.40
17,748.00
QuanHty UM
387.00
387.00
5.00
5.00
520.00
2.00
2.00
1.00
1.00
1.00
, INC,
V
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Print Date: 02/20l15 Page 1 0( i
�' , s � � .
--� -
CONSTRUCTION SERVICES
�;�-. ,g8j
Date: February 19, 2015
Attn:
CP #: O 11
2554 East Long Avenue • Fort Worth, Texas 76137-4801
817.831.2245 . Fax 817.831.2248
Metro 817.654.2010
WWW.SEDALCO.COM
Project: WRMC — Tower Drive / Cattle Barn 2
Origin: ASI: # 006 (If applicable)
Please complete this pricing detail worksheet for scope of work revisions identified as ASI No. 006. This
worksheet, along with appropriate back up must be submitted by no later than February 16, 2015.
Should this document not be received by the date requested, the scope of work revisions identified ASI
No. 6 will be performed at no additional cost. Credits, if appropriate, will be assigned accordingly by use
of RS Means Regional Cost Data as applied to quantifiable elements of the work.
Description of Change:
See Chanqe Order breakdown sheet #007 for full description (attached).
Material Cost (Provide Back-up):
Labor Cost (Provide Back-up):
Equipment Cost (Provide Back-up):
Mark-up (Including overhead and profit):
Bond Premium Adjustment (If applicable):
Total:
Total Number of Days Extension Requested:
$ 9841.84
$ 11,424.75
$
$ 3296.32
$
$ 24,562.91
C�7
Brief Description of request
PROPOSED CHANGE ORDER • PRICING BREAKOOWN
Dale: 02/19/15 Project Name: WRMC TO & C82 Reno
COIRFI No.: ASI k 6 CO/RFI Description: Stem Wall 8 Metal Panel changes
Description of Scope of Work ���
Included: see attached takeaff for full scope
Su o ntrpc kr elf , 4�pri�5 '§. R -
Labor
�uan�ity Unit Cost / Unit Amount Total Comments
i Submitlal / Shop Dravnngs (in house) 0.00 Hour $ 64.93 a - S -
2 Field Measurements 12.00 Hour $ 64.93 $ 779.76 $ 779.16 to measure headers beriveen embeds
3 Material PU 0.00 Hour $ 51.95 S • S -
4 (DEDUC� Fabrication & Priming (28923) Hour $ 51.95 $ (15,02550) $ (15,025.50) cred�rt
5 Fabrication & Priming 486.15 Hour $ 51.95 $ 25,255.49 $ 25,255.49
6 Galvanizing Dropoft 8 PU 8.00 Hour $ 51.95 $ 415.60 j 415.60 for 2.23 tons
7 Mobilization (receive & return rentals) 0.00 Hour $ 64.93 a - a -
8 Erection (Foreman) 0.00 Hour $ 64.93 $ - y •
9 Erection Qnstallation Mechanics) 0.00 Hour $ 56.28 a - �
Subtolal Labor $ 11,424.75
Materials Sales Sales
�uantity Unit Cost / Unit Amount Tax % Tax Cost Total Comments
1 Submittal / Shop Drawings (vendor) 1.00 LS $ 8,000.00 $ 8,000.00 0.00 % $ • S 8,000.00 see quole/email
2 C SX6.7 �207.7000) CWT $ 50.00 S(70,385.00) 0.0040 3 - $ (70,385.00) credit
3 C5X6.7 13.4000 CWT $ 50.00 y 670.00 0.00% $ • � 670.00
4 HSSSx3x1/8 64.4968 CWT $ 62.00 $ 5,238.80 0.00% $ • $ 5,238.80
5 HSSSx3x3/16 (587808) CWT $ 62.00 $(3,644.47) 0.00% $ - 3 (3.644.47jcred'R
6 HSSSx3x3/16 134.1408 CWT � 62.00 $ 8,316.73 0.00% $ � E 8,316.73
7 HSSSx3x1/4 (26.8620) CWT a 62.00 $(1,665.a4) 0.00% S - 3 (�,665.44)credit
8 HSSSx4x1/4 (16.6920) CWT $ 62.00 $(1,034.90) 0.00% E • S (1,034.90)credit
9 HSS Sx5x3/16 (2.3910) CWT $ 62.00 $ (148.43) 0.00% � - S (148.43) credR
10 HSSSx5x3/16 7.1820 CWT $ 62.00 $ 445.28 0.00% S • 3 445.28
11 HSS Sx5x5/16 (11.4480) CWT � 62.00 $ (709.78) 0.0096 $ • j (709.78) credit
12 L2Qx1/4 (7.6560) CWT $ 50.00 5 (382.80) 0.00% $ - $ (382.80) credit
13 L3x3xi/4 12250 CWT $ 50.00 S 6125 0.00% $ - $ 81.25
74 L4x3x1/4 20.8800 CWT $ 50.00 $ 1,044.00 0.00% S • 3 1,044.00
15 LBx6x7/16 4.0400 CWT $ 68.00 3 274.72 0.00% § - $ 274.72
16 F8 3/B x 3 1/2 0.4463 CWT $ 63.00 � 28.12 0.00% $ - s 28.72
17 FB 3/8 x 4 1.0200 CWT $ 63.00 � 64.26 0.00 % $ • $ 6426
18 FB 3/8 x 4 1/2 9.1808 CWT $ 63.00 $ 578.39 0.00 % S • S 578.39
19 FB 3/8 x 6 4.5900 CWT $ 63.00 $ 289.17 0.00 % $ • § 289.17
20 FB 1/2 x 4 (1.3600) CWT $ G3.00 a (85.68) 0.00% $ - E (85.68) credit
21 RB 1' DIA (9.6228) CWT $ 68.00 $ (65a.35) 0.00 % ,$ - .$ (654.35) cred'R
22 PLATE3/16 22.9824 CWT $ 52.00 $ 1,195.08 0.00% S • S 1,195.08
23 Expansion Anchors (1.00) LS $ 777.60 $ (777.60) 0.00 % a - E (777.60) credit
24 Threaded Rodsand EpoxyAdhesive 1.00 LS $ 1,931.50 a 1,931.50 0.00% � - S 1,931.50
25 Nelson Studs 8 DBA'S 1.00 LS $ 229.82 $ 229,82 0.00 % y • S 229.82
26 Galvanizing 44.6148 CWT $ 33.00 $ 1,47229 0.00% $ • $ 1,47229
27 PrimerPaint (1.00) LS $ 5,737.58 $ (7,737.58) 0.00% $ - $ (1,737.58)credit
28 PrimerPaint 1.00 LS $ 1,228.40 $ 1,228.40 0.00% y • 5 1,228.40
Subtotal Materials $ 9,841.84
Equipment Sales Sales
�uantity Unit Cost / Unit Amount Tax % Tax Cost Total Comments
1 0.00 Unit $ - $ - 8.25% S • $ -
z o.00 u�a $ - $ - a.2s i a - a -
3 0.00 Unit $ • $ • 8.25 % $ - § •
4 Delivery Charge 0.00 Unit $ 90.00 $ • 0.00 % $ - $ -
5 Plckup Charge 0.00 Unit $ 90.00 $ - 0.00 % $ - $
Subtotal Equipment�-
Subtotal Labor, Materials, and Equipment $ 21,266.59
10.00% Overhead $ 2,126.66
Subtotal $ 23,393.25
5.00% Profit S 1,169.66
Total
� Tier Subcontreot Cost
5% Profit an Lower Ter Self
Lower Tier Self Lower Tier Self Perform + Lower Lower
Perform Cost Perform Cost Profit Tier Sub Cost Total
, s� 3 - s - a - s -
z $ - s� a - s - s � a -
3 $ - 5% a - a - s - s -
4 $ ' Si 3 • 3 • $ - 3 •
5 $ - 5% S - $ • $ • 5 •
6 $ - 5% $ • 3 $ S •
S • S -
Subcontractor Cost ;; ', �
Total Lower Tier Self Perform + 5% Profit § -
Total Lower Lower Ter Sub Cost 5
Total S 24,562.91
c
• _ Y _,4 �'„� fy ..a,4S }�._ :, •�:.
CONSTRUCTION SERVICES
,�; �. � �:, , �
Date: 2/24/15
Attn:
CP #: O11
2554 East Long Avenue • Fort Worth, Texas 76137-4801
817.831.2245 • Fax 817.831.2248
Metro 817.654.2010
WWW.SEDALCO.COM
Project: WRMC — Tower Drive / Cattle Barn 2
Origin: ASI: # 006 (If applicable)
Please complete this pricing detail worksheet for scope of work revisions identified as ASI No. 006. This
worksheet, along with appropriate back up must be submitted by no later than Febniary 16, 2015.
Should this document not be received by the date requested, the scope of work revisions identified ASI
No. 6 will be performed at no additional cost. Credits, if appropriate, will be assigned accordingly by use
of RS Means Regional Cost Data as applied to quantiiiable elements of the work.
Description of Change: Wall FCar111t1q
Material Cost (Provide Back-up):
Labor Cost (Provide Back-up):
Equipment Cost (Provide Back-up):
Mark-up (Including overhead and proiit):
Bond Premium Adjustment (If applicable):
Total:
Total Number of Days Extension Requested:
$
'� . � � 1
1� ■ �'�
$ included
$
� 6,730.00
Brief Description of request Top Flight Steel, InC.
.� r�- 'i�.. r'K
r� t.
c'�'.ts� ; �.'�-� ? ��;:'s' r � �� x ��
�.
• ' � '
Date: 'z ! � 7 �% ,�
Attn:
CP #: O11
2554 East Long Avenue • Fort Worth, Texas 76137-4801
817.831.2245 • Fax 817.831.2248
Metro 817.654.2010
NMMl.SEDALCO.COM
Project: WRMC — Tower Drive / Cattle Barn 2
Origin: ASI: # 006 (If applicable)
Please complete this pricing detail worksheet for scope of work revisions identified as ASI No. 006. This
worksheet, along with appropriate, back up must be submitted by no later than February 16, 2015.
Should this document not be received by the date requested, the scope of work revisions identified ASI
No. 6 will be perFormed at no additional cost. Credits, if appropriate, will be assigned accordingly by use
of RS Means Regional Cost Data as applied to quanti�iable elements of the work.
Description of Change: K , ��D,� � ��,� �� � � ������� ����
L3L�G�t �'! C;.� C�n �- T" �i1 �lJ r� � CC:e � �" 1� � OJI Z C�V ���/-r y�-Co �
Material Cost (Provide Back-up):
Labor Cost (Provide Back-up):
Equipment Cost (Provide Back-up):
Mark-up (Including overhead and profit):
Bond Premium Adjustment (if applicable):
Total:
$ -- �. ! ��r��'
$ ����.�
�, J~'OZ� . O�
�,OC)
� � �
� 2�77 . /�'
Total Number of Days Extension Requested:
Brief Description of request
. < < �ss � s orE�s
�
IV��4TER1�4LS �REAKDOiN�i
DESCRlPTION UNITY QUANiITY
REDUCIIUG SIZE OF METAL 1P/ALL PA(dELS (CU�TOM COLOR) ,��, .
PER CONCRETE STEEM WALL ADDII'ION SL2FT' -2,430.00
REDUCiNG SIZE 0� LIN�R WALL PAl�ELS (Si'A�JDARD COi.OR)
PER CONCRETE STEEM WALL ADDITiON SQFi -3,376.00
ADDITION OF LINET PANNELS AT CLERESTORY ROOF SQFT 4,339,00
O�1 C,4iTL� �A�t9V #2 (STANDAR� COLORS)
k d �
� �s � � r � ' � �
i; f
KC�uciNG SIZE OF METAi. V�ALL PAiVEL� (CUS
PER CONCRETE S?EEM WAl.L ADD1T10tV
!REDUCING SiZE OF LlNER WALL PANELS (�TAt�
'PER CONCR�TE STEEM WALL ADDiiION
'ADDITIOiV OF LINET PANNELS AT CLERESTORY
',ON CATTLE BARN #2 (ST�INDARD C4LORS)
il+1 COLOR) �
MElU/HOURS
RD CO�OR)
M�N/H�URS
. E .�
!1 ' " � � .
� ! � L
�t�DUCING S1ZE OF N1�TAL 1NALL PANELS (CUSTO�Ii COLO
�ER CONCRETE STEEM WALL ADDITION
i
��EDUCING SIZE OF LINER WALL PANEi.S (STANDARD COL
�ER CONCRETE STEEM WALI. ADDITION
€
?�DDITION OF LlNET PANNELS AT CLERESTORY ROOP
��N CATTLE BARN #2 (STANDARD COLORS) AT 32' H�IGHT
`AATERlALS COST
'.ABOR COST
'iQU1PM�NT
�ARK UP
30ND
TaTAL
WEEK
��
WEEK
WEEK
. ,,....,,�, �
�v��
1.43 -3,474.90
1.35 -4,5v7.60
1.35 5,857.65
.S -2.174.85
VTITY U.P. AMOUNi
-72.00 17.OU -1,224.00
-8�.00 1i.00 -1,360.00
0,00
0.00
1.00
-2,174.85
952.00
1,500.00
0.00
0.00
277.15
ruv�vv�7 �
i��
0.00 0.00
0.00 O.OQ
1,5a0.00 1,500.00
M&C Review
� � ,� � � r.
COUNCIL ACTION: Approved on 5/12/2015
��
C�%17�
5/12/2015 REFERENCE
N O..
C TYPE:
Page 1 of 2
Official site of the City of Fort Wortli, Texas
FU RT ��r'�� RT I I
**G27290 �OG NAME: 25WRMCCATTLEBARN2C01
PUBLIC
CONSENT HEARING: NO
SUBJECT: Authorize Execution of Change Order No. 1 to City Secretary Contract No. 46002 with
Sedalco, Inc., in the Amount of $330,181.00 to Change the Concrete Stem Walis, Grade
Beams and Metal Panels for the Tower Drive/Cattle Barn 2 Renovations at the Will
Rogers Memorial Center Increasing the Contract Amount to $12,131,147.00 (COUNCIL
DISTRICT 7)
_ �
RECOMMENDATION:
It is recommended that the City Council authorize the execution of Change Order No. 1 to City Secretary
Contract No. 46002 with Sedalco, Inc., in the amount of $330,181.00 to change the concrete stem walls,
grade beams and metal panels for the Tower Drive/Cattle Barn 2 Renovations at the Will Rogers Memorial
Center.
DISCUSSION:
On September 23, 2014, (M&C C-27013) the City Council authorized the execution of a construction
contract in the amount of $11,800,966.00 with Sedalco, Inc., to construct a covered promenade and
renovate and improve Tower Drive and Cattle Barn 2, including the Milking Parlor, at Will Rogers Memorial
Center (WRMC). Overall funding for the project is provided by the proceeds of Certificates of Obligations
($9,000,000.00) and Culture and Tourism Fund ($4,079,000.00). The Southwestern Exposition and
Livestock Show (SWELS) (September 23, 2014, M&C C-27012, City Secretary Contract No. 19725-A9)
contract was amended to participate in the repayment of funding for the project for a total commitment of
$6,867,456.20 to be paid over a period of 20 years.
The proposed Change Order No. 1 is in the amount of $330,181.00 and will increase the contract amount to
$12,131,147.00. The change order will increase the height of the concrete stem wall and grade beams and
replace a portion of the metal wall in the Tower Drive/Cattle Barn 2 Renovation on either side of the
covered promenade. The revisions will increase the long term viability of the facility, reduce the
maintenance costs and improve the appearance of the covered promenade. The promenade will serve as
one of the primary access points to the WRMC campus from the new multi-purpose arena.
Funding for Change Order No. 1 is available from the unspecified Public Events Capital Projects Fund. The
SWELS has proposed to reimburse the City up to an amount of $330,181.00 in the event original project
funds, including contingency, are insufficient to fund the project, including Change Order No. 1. This
reimbursement would be in addition to the commitment of $6,867,456.20 memorialized in the amendment
City Secretary Contract No. 19725-A9. Any remaining allowance at the end of construction will be retained
by City.
The overall adjusted project cost is below:
Desiqn
510,000.
http://apps.cfwnet.org/council�acicet/mc_review.asp?ID=20945&councildate=5/12/2015 6/12/2015
M&C Review
;onstruction
;onstruction Administration
Materials Testing, ITS, FF&E, Contingency,
Staff
'otal
$12,131,147.00
$ 275,699.0(
$ 492,335.0(
$13,409,181.00
M/WBE OFFICE - Sedalco, Inc., is in compliance with the City's BDE Ordinance by committing to an overall
34 percent MBE participation on this Change Order No. 1.
FUND TOTAL TOTAL PROJECTED PROJECTED
PROJECT PROJECTED ENCUMBRANCES/ REMAINING
APPROPRIATION APPROPRIATION EXPENDITURES PROJECT
TO DATE TO DATE BA�ANCE
Public Events $13,079,000.00 $13,409,181.00 $13,089,811.33 $319,369.67
Capital Projects
Fund
The project is physically located in COUNCIL DISTRICT 7, but will serve Fort Worth residents in ALL
COUNCIL DISTRICTS.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital budget,
as appropriated, of the Public Events Capital Projects Fund.
TO Fund/AccountlCenters
FROM Fund/Account/Centers
C234 541200 247060237480 $330,181.00
Submitted for City Manager's Office b�
Oriqinatinq Department Head:
Additional Information Contact:
ATTACHMENTS
Page 2 of 2
Susan Alanis (8180)
Kirk Slaughter (2501)
James Horner (2505)
http://apps.cfwnet.org/council�acket/mc_review.asp?ID=20945&councildate=5/12/2015 6/12/2015