HomeMy WebLinkAboutContract 44846-Co3 (2)�ORT WORTH�� City of Fort Worth ��� �������� � �,' _ ' j� ���
Change Order Request C���� �'
Project Name Historic Hantlley Urban Vallage City Sec # 44846
Client Project #(s) GR74-022302591830, CPN 01834
Project Pedestrian Construction and Streetscape Improvements on East Lancaster Avenu�between Forest Avenue and Handley
Description Drive
Contractor The Fain Group, Inc.
City Project Mgr. Dena Johnson
Dept.
Original Contract Amount
Extras to Date
Credits to Date
Pentling Change Orders (in M&C Process)
Contract Cost to Date
Amount of Proposed Change Order
Revised Contract Amount
Original Funtls Available for Change Orders
Remaining Funds Available for this CO
Additional Funding (if necessary)
TPW Water
$277,741.55
$22, 717.45
$300,459.00
$9,224.53 $
$309,683.53
$27,774.16
$5,056.71
$4,167.82
Change Order # � Date 0 611 212 0 1 4
City Inspector Adilda Cazorla
Sewer Totals Select Day Type
$277,741.55 55
$22,717.45 17
.00
$300,459.00
$0.00 $9,224.53
$309,683.53
$27,774.16
$5, 056.71
$4,167.82
CHANGE ORDERS to DATE (INCLUDING THIS ONE) AS % OF ORIGINAL CONTRACT 11.50%
MAX ALLOWABLE CONTRACT AMOUNT (ORIGINAL CONTRACT COST+ 25%J $347,176.94
72
77
JUSTIFICATION (REASONS) FOR CHANGE ORDER
The change order will provide for the following:
1. Pedestrian Crosswalk Removal and Replacement. The work under this change order would first remove the current crosswalk which does
not meet ADA requirements and replace or install a new crosswalk that meets ADA requirements. A full description of this issue is on the
attached explanation from the construction project manager, D. Johnson.
2. Traffic Stop Bar Removal and Replacement. As a result of adjusting the crosswalk, the traffic stop bar will require adjustment. The work
under this change order would remove the current traffic stop bar pavement marking and replace with a new traffic stop bar the required feet
(typically 4 ft.) from the crosswalk.
3. Replacement of Damaged Loop Detector(s). During the construction phase, the vehicle traffic loop detectors at the intersection of East
Lancaster and Handley were damaged. The work under this change order would replace the damagetl loop detectors with a new one.
4. Time Extension. This change order will also allow for a time extension of five (5) working days due to the additional work added to this
project as described above. City staff reviewed the contractor's request for time extension and proposed costs and considers both to be fair
and reasonable.
It is understood and agreetl that the acceptance of this Change Order 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 Change Order.
Contractor's Com
The Fain Group, Inc.
/���C Ins ectorl n ection :
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Assistant Directo� De
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Assist nt ' P, tor
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M&C Num
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Rod Lacy
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Previous Change Orders
co # DATE AMOUNT
Total $0.00 '
MIWBE Breakdown for this Change Order
Form 2146-L
(Rev.10/11) CONSTRUCTION CONTRACT CHANGE ORDER NUMBER: 3
Page 1 of 1 `
1. CONTRACTOR: The Fain Group
2. Chanqe Order Work Limits: Sta. z45+68.33 to Sta, z48+69.20
3. Type of Change (on federal-aid non-exempt proJects): Minor (Major/Minor)
�4. Descri6e the change and the reason for the change order. When necessary, include
exceptions to this agreement.
This change order will allow for: l) Removal and replacement of pavement
markings for the crosswalk and the traffic stop bar (eastbound) at East Lancaster
and Handley Drive in order to meet ADA requirements and the required distance of
the traffic stop bar from the crosswalk, respectively, and 2) Replacement of a
damaged loop detector that occurred during construction.
5. New or revised plan sheet(s) are attached and numbered:
CCSJ; 0902-48-556
Project: Handley Urban Vill
Highway: NA (CITY STREE'1�
County: TARRANT
District: F�
Contract 44846
Numher:
Each slgnatory hereby warrants that each has the authority to exewte this Change Order.
Bysigning this change order, the mntmc[oragrees [owalve any and all The following informatlon must he provided
daims for addltlonal compensatlon due to any and ali o[her expenses;
addltionalchanges(orUme,overheadandprofit;orlossofmmpensatton Time Ext. #: 3 Days added on this C.O.: S
az a resolt oF Ihis change. Further, the mntractoragrees tha[ this agreemmt —
is made in accordance with Item 4 and the Contract. Fxceptlonsshould 6e
noted in the response forBs above. Aftlt. add2d by lhls Change ofde�: $9,224.53
ror i xuu i use oi
THE CONTRACTOR Date ��. i� ,%`�
Days participating;
By The Fain Group, Inc.
Typed/Printed Name Rod Lacy
TypedlPrinted TiUeProject Manager c ._�
RECOMMENDED FOR EXECUTION: ,/
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APPROVAL
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❑ REQUESTAPPROVAL
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FAI N
6uliding Relations�ips
Constructing Futures
P.O. Box 750
Fort Worth, TX 76101
817-927�4388
817-927-4389 Fax
vnvw.lainao.com
June 6, 2014
Subject: Handley Urban Village (CSJ: 0902-48-558)
CO 3 Attachment
In reference to item 677 -2005, 6�7-2007, 666-2041, 666-2048 and 0688-2003 through 5 on form 2146-L,
this change order will allow for the construction and installation of the Pavement Marking at Handley Ave
and E.Lancaster Ave as well as the Vehicle Loop Detector.
During the demolition phase of the Handley Urban Village project, loop detectors were severed at the
intersection of E. Lancaster and Handley Ave. At the request of the City of Fort Worth, Fain was asked to
submit a price for the repair of the detector loops (0688 2003).
To account for OHP, it would put the average low bid unit pricing above what is recommended. The
difference being $1033.65 thus mak�ng that total requested for the change order for this particular item
(0688 2003) $7924.65
Also at the request of the City of Fort Worth, Items (677-2005, 677-2007, 666-2041 and 666-2048) at the
corner of E. Lancaster and Handiey Ave, it is necessary to remove and replace the stop cross bar and the
pedestrian striping to insure ADA coznpliancy. The pricing of these items has to take into consideration the
mobilization, barricades and traffic control items to ensure safety and quality control. This ultimately
affects pricing associated with the TXDOT Average Low Bid Unit Price thus justifying the increase.
The City has agreed and accepted the proposed bid amount submitted by the contractor for the above said
work and understands the rules and regulations set farth by the THI�OT Average Low Bid Unit Price
Statewide (Average B).
Due to the nature of the work involved, the contractor respectfully request 5 working days to compiete the
added items. The city is in full agreement with the contractors request for the additional working days for
time, material and equipment that will be necessary to complete the added items in a timely and proficient
manner.
Sincerely, - � �
Rod Lacy
Faui Group
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Building Relatlonships
ConsVucting Futures
P.O. Box 750
Forl Warth, TX 76101
817-927•4388
817-927-A389 Fax
vnwi.faingp.com
May 21, 2014
Patrina Newton
City of Fort Worth
Planning and Development Department
1000 Throckmorton
Fort Worth, Texas 76102 .
Subject: Handley Urban Village (CSJ: 0902-48-558)
Damaged Loop Replacement
Ms. Newton,
This letter is in regards to the Handley Urban Village project and a cost breakdown for the damaged loop
replacement.
Even though the work has not begun on the replacement, the breakdown is as follows:
750 lf. VEH LF DETECT (SAW CUT) (14 AWG) (BLK) @$8.00 =$6000.00
5941£ LOOP LEAD IN CABLE (18 AWG) (4 CONDR)(FOR 6X6 SET BACK LOOPS) @$1.50 =
$891.OQ
$6,891.00 + OHI' (15%) _$1033.65 TOTA.L $7924.65 divided by 1344 is roughly $5.90 a foot
Over Head and Profit @(15%) is figured into the quote to cover Fain's involvement and consistent
communicatian between subcontractor and contractor to in coordination with the above said work.
Should you require additional information, please do not hesitate to contact me.
__
_..._-..._ �
Sincerely; ._----� -
i '�
,,,�.�'' ji
���
xoa La�y
677 2005 ELIM EXT PAV MRK LF 5,527.000 2.05632 3
& MRKS (12")
677 2006 ELIM EXT PAV MRK LF 300.000 2.00000 1
& MRKS (18")
677 2007 ELIM EXT PAV MRK LF 147.000 2.00000 3,617.000 3.28423 8
& MRKS (24")
677 2008 ELIM EXT PAV MRK EA 4.000 35.00000 21.000 56.54762 4
& MRKS (ARROW)
677 2009 ELIM EXT PAV MRK EA 6.000 50.00000 1
& MRKS�DBL
ARROW)
677 2018 ELIM EXT PAV MRK EA 2.000 45.00000 8.000 48.750�0 2
& MRKS (WORD)
677 2019 ELIM EXT PAV MRK EA 25.000 11.00000 1
& MRKS (18") (YLD
TRI)
677 2020 ELIM EXT PAV MRK EA 25.000 22.00000 1
& MRK5�36")�YID
Tftl)
678 2001 PAV SURF PREP FOR LF 2A,577.000 .08583 343,313.000 .11453 15
MRK ( 4")
676 2003 PAV SURF PREP FOft LF 2,516.000 .14547 31,759.00� .21975 13
MRK ( 8")
678 2004 PAV SURF PREP FOR LF 957.000 .88720 14,331.000 .58422 11
MRK (12")
678 20D5 PAV SURf PflEP FOR LF 200.000 .50000 1
MRK (18")
678 2006 PAV SURF PREP FOR LF 1,432.000 .86522 6,799.00D .99082 14
MRK (24")
678 2007 PAV SURF PREP fOR EA 29.000 10.00000 112.000 17.13580 12
MRK (ARROW)
678 2008 PAV SURF PREP FOR EA 8.000 14.50000 3
MRK (DBL ARROW)
678 2011 PAV SURF PREP FOR SF 23,093.000 .25000 1
MRK (ISLAND)
678 2013 PAV SURF PREP FOR EA 1,490.000 .52987 4
MRK (RPM)
678 2014 PAV SURF PREP FOR EA 7.000 127.91429 3
MRK (RR XING)
678 2016 PAV SURF PREP FOR EA 15.000 28.40000 2
MRK (UTURN ARR)
678 2018 PAV SURF PREP FOR EA 25.000 15.00000 108.000 21.87213 12
MRN (WORD)
678 2019 PAV SURF PREP FOR EA 23.000 6.18478 2
MRK (18") (YLD TRI)
678 2020 PAV SURF PREP FOR EA 44.000 13.00000 2
MRK (36") (YLD TRI)
67S 2024 PAV SURF PREP FOR LF 15.000 27.00OOD 1
MRK (6LAST CLN)
(Z4��)
6802001 INSTALIHWYTRF EA 4.000 4,550.00000 2
SIG (FIASH
BEACON)
680 2002 INSTALL HWY TRF EA 1.000 15,622.56000 11.000 17,977.41455 7
SIG (ISOLATED)
G8020D3 INSTALLHWYTRF EA 2.000 11,452,50000 2
SIG (SYSTEM)
6802004 INSTALLHWYTRF EA 1.000 10,200.00000 1
SIG (INSTALL ONLY)
680 2011 INSTALL HWY TRF EA A.000 16,000.00000 1
SIG (UPGRAOE)
http://www.dot.state.tx.us/ittsdtdot/geodist/ftw/cserve/bidprice/s_0603.htm OS/29/2014
666 2015 REFL PAV MRK TY I LF 3,249.000 .86057 2
(W) 6�� (BRK)
(100MIL)
666 2024 REFL PAV MRK TY I LF 5,993.000 .86720 2
(W) 6" (SLD)
(100MIL)
666 2027 REFL PAV M RK TY I LF 2,100.000 1.25000 1
(W) 8" (BRK)
(100MIL)
666 2030 REFL PAV MRK TY I LF 281.000 1.84075 2
(W) 8" (DOT)
(100M I L)
666 2033 REFL PAV MRK TY I LF 80.000 3.00000 1
(W) 8" (LNOP)
(100MIL
666 2035 REfL PAV MRK 7Y I LF 1,245.D00 1.40000 45,9G7.000 .88172 6
(WJ 8" (SLO)
(090MIL)
666 2036 REFL PAV MRK TY I LF 1,271.000 .80000 36,963.000 1.04840 19
(W) 8" (SLD)
(100MIL)
666 2041 REFL PAV MRK TY I LF 127.000 2.80000 2,427.000 2.88987 4
(W) 12" (SLD)
(090MIL)
666 2042 REFL PAV MRK TY I LF 830.000 2.60000 14,240.000 3.07360 13
(W) 12" (SLD)
(300M I L)
666 2045 REFL PAV MRK TY I LF 500.000 5.00000 1
(W)18"(SLD)
(100M I L)
666 2047 REFL PAV MRK TY I LF SOS.000 6.00000 4,032.000 5.19965 7
(W) 24" (SLD)
(090M I L)
666 2045 REFL PAV MRK TY I LF 220.000 5.25000 5,306.000 6.33019 18
(W) 24" �SLD)
(100M IL)
666 2053 REFL PAV MRK TY I EA 30.000 90.00000 25.000 103.55360 3
(W) (ARROW)
(090MIL)
666 2054 REFL PAV MRK 7Y 1 EA 19.000 100.00000 132.000 135.44167 17
(W) (ARROW)
(100MIL)
666 2068 REFL PAV MRK TY I EA 3.000 170.66667 2
(W�(DBLARROW)
(090MIL
666 2069 REFL PAV MRK TY I EA 4.000 247.50000 3
(W�(DOLARROW)
(100MIL
666 2078 REFL PAV MRK TY I SF 7,392.000 1.00000 1
(W) (ISLAND)
(100MIL)
666 2084 REFL PAV MRK TY I EA 8.000 554.62875 4
(W) (RR XING)
(100MIL)
6G6 2093 REFL PAV MRK TY I EA 6.000 204.58333 2
(W)(UTURN ARW)
(IOOMIL
666 2095 REFL PAV MRK TY I EA 10.000 120.00ODO 17.000 160.08941 2
(W) (WORD)
(090MIL)
666 2096 REFL PAV MRK TY I EA 15.000 130.00D00 124.000 177.37363 17
('N) (WORD)
(300MIL)
http://www.dot.state.�.us/insdtdot/geodist/ftw/cserve/bidprice/s_0602.htm OS/29/2014
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1964 • 1993 • 201�
Historic Handley Urban Village Streetscape Project, Change Order #3
CSJ: 0902-48-558, Project No. 01834
Change order #3 will allow for the following items:
Pedestrian Crosswalk Removal and Realacement
ITEM: 677-2005. DESCRIPTION: ELIM EXT PAV MRK & MRKS (12"), and
ITEM: 666-2041. DESCRIPTION: REFL PAV MRK TY 1(W) 12" (SLD) (090MIL)
At the time of bid opening, TxDOT planned to install a new crosswalk at the location of East
Lancaster Avenue and Handley Drive. Due to timing issues with the TxDOT contractor the
crosswalks were not able to be installed during the streetscape construction timeframe. The
City of Fort Worth instructed its contractor (The Fain Group, Inc.) to install the crosswalks based
on the design plans from TxDOT. Those design plans were followed by the City's contractor and
later discovered that the crosswalk does not align correctly with the south and north ramps and
would not meet American Disabilities Act (ADA) requirements. The work under this change
order would first remove the current crosswalk which does not meet ADA requirements and
replace or install a new crosswall< that meets ADA requirements. Due to costs associated with
mobilization, barricades, and traffic control, the following contractor's proposed unit price to
remove and replace the pavement marking is above the TxDOT average low bid prices.
o Pavement marl<ing removal: $2.50/LF, a 0.45C/LF difference higher than the TxDOT average
low bid price of $2.05/LF.
o Pavement marking replacement: $4.00/LF, a$1.12/LF difference higher than the TxDOT
average low bid price of $2.88/LF.
City staff considers the contractor's above proposed unit prices to be fair and reasonable.
Traffic Stop Bar Removal and Replacement
ITEM: 677-2007. DESCRIPTION: ELIM EXT PAV MRK & MRI<S (24"), and
ITEM: 666-2048. DESCRIPTION: REFL PAV MRKTY 1(W) 24" (SLD) (100MIL)
As a result of adjusting the crosswalk, the traffic stop bar will require adjustment. The work
under this change order would remove the current traffic stop bar pavement marl<ing and
replace with a new traffic stop bar the required feet (typically 4 ft.) from the crosswall<.
The contractor's price to remove the pavement marl<ing is below the TxDOT average low bid
price but is higher to replace the pavement marking due to costs associated with mobilization,
barricades, and traffic control
o Pavement marl<ing removal: $2.50/LF, a 0.78C/LF lower than the TxDOT average low bid
price of $3.28/LF.
PLANNING AND DEVELOPMENT DEPARTMENT
THE CITY 0� FORT WORTH * ZND FLOOR * lOOO THROCKMORTON STRGGT * FORT WORTH, Texns 76102
817-392-8000 * 817-392-8016
s,''. Printed on recycled paper
Historic Handley Urban Village Streetscape Project, Change Order #3
CSJ: 0902-48-558, Project No.: 01834
Page 2
o Pavement marking replacement: $8.33/LF, a$2.00/LF higher than the TxDOT average low
bid price of $6.33/LF.
City staff considers the contractor's above proposed unit prices to be fair and reasonable.
Replacement of Dama�ed Loop Detector(s)
ITEM: 0688-2003. DESCRIPTION: VEH LOOP DETECT (SAWCUT) 4AWG BLK
During the construction phase, the vehicle traffic loop detectors at the intersection of East
Lancaster and Handley were damaged. The work under this change order would replace the
damaged loop detectors with a new one. The unit price presented by the contractor is $5.90/LF
which is higher than TXDOT's average low bid unit price of $4.00/LF with a difference of
$1.90/LF.
City staff considers the contractor's proposed unit price is fair and reasonable.
Time Extension
This change order will also allow for a time extension of five (5) working days due to the
additional work added to this project as described above. City staff reviewed the contractor's
request for time extension and considers it fair and reasonable.
If additional information is needed, please let me know. Thank you.
�% %' ��-
���-�i
Dena Johnson, P.E.
Construction Program Manager
6'-- �� - i y
Date
Attachments
o TxDOT Change Order Form 2146-L
o The Fain Group's Proposals
o Updated Project Schedule
o TxDOT Average Low Bid Prices
o Photos
c: Patrina Newton, Project Manager/ Eric Fladager, Program Manager, City of Fort Worth, Planning and
Development Department
Doug Dickinson, Supervisor/ Adilda Cazorla, Inspector, City of Fort Worth, Inspection Division, Transportation
and Public Works Department