HomeMy WebLinkAboutItem 08 (a) Old Winter Garden Road/Professional Parkway Project - Approval of Change Order No. 4 with Prime Construction Group, Inc.
AGENDA ITEM COVER SHEET
Contact Name:
Contact Number:
David Wheeler
407-905-3100, ext. 1504
Meeting Date: November 1, 2005
Item # r a..
Reviewed By: ~ J~ /
Department Director: _ ~ N ~ /
City Manager: _~ = ~
Subject:
Change Order NO. 4 with Prime Construction Group, Inc. for the Old Winter Garden
RoadlProfessional Parkway Project
Background Summary:
The Old Winter Garden Road/Professional Parkway project will widen these roads to a four lane
divided section and realign the intersection of Bluford Avenue from a "wye" intersection to a
signalized "cross" intersection. The project also includes relocation of underground utilities within
the roadway right-of-way.
Change Order NO.4 includes adjustments and additions to Ocoee Utilities water and reuse mains,
repair of sediment and erosion control facilities, and repair of private irrigation systems within the
temporary construction easements as part of the joint venture Ocoee/Orange County roadway
widening project. The road widening project is being performed under a JPA Agreement and the
funding is spelled out in that agreement. Details of the proposed changes are included in the
attached copy of the Change Order NO.4. The amount of the change order is an increase of
$26,968.39, with no adjustment in contract time.
Issue:
The Engineering Department has proposed changes to the Old Winter Garden Road/Professional
Parkway project and requests that the City Commission approve Change Order no. 4 with Prime
Construction Group, Inc,
Recommendations
The Engineering Department recommends that the City Commission approve Change Order No, 4
for the additional work and increase the construction contract by $26,968.39, with no adjustment in
contract time, and authorize the Mayor and City Clerk to execute the change order.
Attachments:
1) Change Order NO.4 between the City of Ocoee and Prime Construction Group, Inc.
Financial Impact:
This change order will be funded in part by Orange County Public Works ($1,268.89), and funds
from the Ocoee Utility Bond Issue ($25,058.28), and Ocoee Transportation Impact Fees ($641.22).
Type of Item:
o Public Hearing
o Ordinance First Reading
o Ordinance First Reading
o Resolution
o Commission Approval
o Discussion & Direction
For Clerks DeDi Use:
[] Consent Agenda
[] Public Hearing
[] Regular Agenda
o Original Document/Contract Attached for Execution by City Clerk
o Original Document/Contract Held by Department for Execution
Reviewed by City Attorneyv/. / pI
Reviewed by Finance Dept. r::::::.2..t-42t::J-
Reviewed by ( )
o N/A
o N/A
o N/A
City of Ocoee
Engineering/Utilities
150 North Lakeshore Drive
Ocoee, Florida 34761 ~2258
CHANGE ORDER NO. 04
CITY OF OCOEE
PROJECT NO.: 804-05/ OE-382-3.0
DATE: Seetember 8. 2005
CONTRACTOR: Prime Construction Groue, Inc.
AGREEMENT DATE: June 16, 2004
The following changes are hereby made to the CONTRACT DOCUMENTS.
Original CONTRACT PRICE
$6.656.540.00
Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDER
$6,702.570.74
Net Increase/Decrease Resulting from this CHANGE ORDER
$ 26.968.39
The current CONTRACT PRICE including this CHANGE ORDER
$6,729.539.13
ORIGINAL CONTRACT TIME:
~Consecutive Calendar Days from Notice to Proceed
Date: Mav 23. 2006
Current CONTRACT TIME adjusted by previous CHANGE ORDERS
Date: Mav 23, 2006
Net Increase Resulting from this CHANGE ORDER
Days: -0-
Current CONTRACT TIME Including this CHANGE ORDER
Date: Mav 23, 2006
k:OE-382-C/O
Page 1 of 5
CHANGES ORDERED:
I. GENERAL
This change order is necessary to cover changes in the work to be performed under this Contract.
The GENERAL CONDITION, SUPPLEMENTARY CONDITIONS, SPECIFICATIONS and all parts
of the Project Manual listed in Article 1, Definitions, of the GENERAL CONDITIONS apply to and
govern all work under this change order.
II. REQUIRED CHANGES
CO-04-01 - Furnish and install hydrant risers to accommodate for future development south
of present Professional Parkway (site filling).
CO-04-02 - Furnish and install 16" RWM conflict transition at ST A 103+50, right. Conflict
between storm RWM and sewer.
CO-04-03 - Furnish and install WM conflict near Pond "5" (behind Dr.-In-The-Box), Conflict
between WM and FM.
CO-04-04 - Furnish and install 16" RWM conflict transition under existing storm sewer at ST A
332+30, Blackwood Avenue (north).
CO-04-05 - Remove existing hydrant, cap and restrain WM ST A 135+40, right.
CO-04-06 - Furnish and install 16" RWM conflict transition at STA 128+80, right. Conflict
between new RWM and existing WM scheduled to remain.
CO-04-07 - Replace silt fence damaged by FDOT during their installation of SR50 dewatering
system along Professional Parkway, right.
CO-04-08 - Private owner irrigation system repairs within temporary construction easement.
III. JUSTIFICATION
CO-04-01 - Furnish and install hydrant risers pursuant to Owner request.
CO-04-02 - Furnish and install 16" RWM conflict transition at STA 103+50, right required due
to conflict with existing storm sewer.
CO-04-03 - Furnish and install transition due to conflict with existing FM scheduled to remain.
CO-04-04 - Conflict transition under storm sewer required as part of City requested extension
of 16" RWM on north Blackwood Avenue.
k:OE-382-C/0 Page 2 of 5
CO-04-05 - Remove existing hydrant, cap and restrain WM STA 135+60, right. Hydrant no
longer needed as new development at location is installing new hydrant.
CO-04-06 - Furnish and install 16" RWM conflict transition at ST A 128+80, right. Conflict with
existing WM scheduled to remain. ,
CO-04-07 - Silt fence replaced pursuant to NPDS permit compliance requirements.
CO-04-08 - Necessary repair of private irrigation system located in temporary construction
easements (Walmart, Oak Forest Apartments, etc.).
IV. NARRATIVE OF NEGOTIATIONS . ,CHANGE ORDER NO. 04
CO-04-01 - CPC dated 6/22105 shows cost for needed hydrant risers at $2,084.73 and no
increase in Contract Time. Same appears reasonable and is hereby
recommended for acceptance by PEC, Inc.
CO-04-02 - CPC dated 6/22105 shows cost for needed RWM conflict transition at $4,679.17
and no increase in Contract Time. Same appears reasonable and is hereby
recommended for acceptance by PEC, Inc.
CO-04-03 - CPC dated 6/22105 shows cost for needed WM conflict transition at $3,603.22
and no increase in Contract Time. Same appears reasonable and is hereby
recommended for acceptance by PEC, Inc.
CO-04-04 - CPC dated 8/19/05 shows cost for RWM conflict transition at $9,781.41 and no
increase in Contract Time. Same appears reasonable and is hereby
recommended for acceptance by PEC, Inc.
CO-04-05 - CPC dated 7/27/05 shows cost for needed hydrant removal at $827.19 and no
increase in Contract Time. Same appears reasonable and is hereby
recommended for acceptance by PEC, Inc.
CO-04-06 - CPC dated 7/27/05 shows cost for needed RWM conflict transition at $4,082.56
and no increase in Contract Time. Same appears reasonable and is hereby
recommended for acceptance by PEC, Inc.
CO-04-07 - CPC dated 8/19/05 shows cost for silt fence replacement at $960.00 and no
increase in Contract Time. Same appears reasonable and is hereby
recommended for acceptance by PEC, Inc,
CO-04-08 - CPC dated 8/19/05 shows cost for miscellaneous private irrigation system repairs
in the temporary construction easements thru 05/04/05 at $950.11. Same
appears reasonable and is hereby recommended for acceptance by PEC, Inc.
k:OE-382-C/O Page 3 of 5
V. PAYMENT
Change Description Net Increase Unit Unit Price Net Increasel
Order Item I (Decrease) (Decrease)
No. Quantity Price
CO-04-01 Hydrant Risers (Two) (2' and 2'.5') All LS $2,084.73 $2,084.73
CO-04-02 16" RWM Conflict Transition STA 103+00 All LS $4,679.17 $4,679.17
CO-04-03 12" WM Conflict Transition @ Maguire All LS $3,603.22 $3,603.22
Road Tie Point
CO-04-04 16" RWM Conflict Transition Under Existing All LS $9,781.41 $9,781.41
Storm Sewer @ STA 332+30, Blackwood
Avenue.
CO-04-05 Remove Existing Hydrant STA 135+60, All LS $827.19 $827.19
Right
CO-04-06 16" RWM Conflict Transition STA 128+80, All LS $4,082.56 $4,082.56
Right
CO-04-07 Silt Fence Replacement All LS $960.00 $960.00
CO-04-08 Irrigation System Repairs Through 5/4/05 All LS $950.11 $950.11
Total Net Increase Change Order No. 04 $26,968.39
NOTE: 1. Item CO-04-01 through CO-04-06 are City of Ocoee Utilities cost items.
2. Item CO-04-07, silt fence replacement would appear to be a cost item that should be reimbursable from FOOT.
3. Item CO-04-04 is a shared cost item between the City of Ocoee and Orange County. Percentage and cost
shares area as follows:
a, City of Ocoee Cost Percentage @ 33.57%
City of Ocoee Cost Share @ $318.95
b. Orange County Cost Percentage @ 66.43%
Orange County cost Share @ $631.16
k:OE-382-C/O Page 4 of 5
VI. APPROVAL AND CHANGE AUTHORIZATION
This proposed change to the Contract is to be approved by the Ocoee City Commission.
Acknowledgments:
The aforementioned change, and work affected thereby, is subject to all provisions of the original contract not
specifically changed by this Change Order; and,
It is expressly understood and agreed that the approval of the Change Order shall have no effect on the original
contract other than matters expressly provided herein.
CONTRACTOR acknowledges, by its execution and acceptance of this Change Order, that the adjustments in
Contract Price and Time shown hereon constitute full and complete compensation and satisfaction for all costs and
modifications of performance time incurred by the CONTRACTOR as a result of this Change Order. No other claim
for increased costs of performance or modifications of time will be granted by the OWNER for the Work covered by
this Change Order. The CONTRACTOR hereby waives and releases any further claims for cost or time against the
OWNER arising from or relating to the matters or Work set forth or contemplated by this Change Order.
Date:
Signature
'-8 .,. ~r
By:
RECOMMENDED BY:
By:
Inc.
Date:
Title:
Construction Manaoer
Title:
APPROVED BY:
CITY OF OCOEE. FLORIDA
Owner
By:
S. Scott Vandergrift, Mayor
Date
Attest:
Beth Eikenberry, City Clerk
FOR USE AND RELIANCE ONLY BY THE
CITY OF OCOEE, APPROVED AS TO FORM
AND LEGALITY THIS DAY OF
,2005
APPROVED BY THE OCOEE CITY
COMMISSION IN A MEETING HELD ON
.2005
FOLEY & LARDNER
By:
City Attorney
k:OE-382-C/O
Page 5 of 5
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407/2.97-6147
National Waterworks; i~c.
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Total Amount Due
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PO BOX 5.90507
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OLD WINTER GARDEN RD _ AND
00/000 PROI.l'ESSIONAL PKWY
00000 OCOEE, FL
1,373.55 .
CUSTOMER JOB- OWGR4BO 0 W,G.R. #180
Return Top Portion With Payment For Faster Credit
Thank You For The Opportunity To Serv~ You.
We appreciate yourprompt payment
Dl1te Ordered
4/08/05
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4/11/05 4110
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051 055350 DAVE FmWKINS
Invoice Date Invoice: Number
5/04/05 2324098
Remit to:
National Waterworks, ~nc.
PO BOX 100467
ATI.AN'l'A r GA
30384-046'7
Total Amount Due
caSTOMER PICK-UP
1,169.37
00;000
00000
CUSTOMER JOB- OWGR180 O.W.G.R, #180
Return Top Portion With Payment For Faster Credit
Thank You For The Opportunity To Serve You.
We appreciate your prompt payment
D(11e Ord.:n:d
5/03/05
Date ~'hippcd Customer PO No
5/03/05 480
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Ordl."T' Number
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O,W.G.R. 1t4S0
WILL CALL
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16 MJ 45 BEND C/L CP D1 C153
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15" MEGALUG MJ RESTRAINER 1116
BID SEQIt 1130
16 MJ ACC GSKT&BOLTS SE'r L/GL
LESS GLAND
BID SEQlt 1140
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31.9 00000
630.00
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THANK YOU FOR YOUR ORDER
VISIT WWW.NATIONALWATERWORKS.COM
FOR INVOICING BY EMAIL AND OTHER SERVICES OFFERED BY
NATIONAL WATERWORKS, INC. .
Please pay this amount J
Nlnf - Or1=do FL
llrlUlch - 05J.
3333 Old Kinter Garden Ro~d
Or1~udo FL 32805 0000
"Local Service, Nationwide" INVOICE
www nationalWiJterworks.com
Page: 1
Invoice: 2324098
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.'".. , '''''':'l:':'.- ,."..,.,,:'. '.,. <''':.PR'IM'E CONSTRUCTION GROUP, INC...'...:.
CAllY REPORT
Sun~~y ,
,
JOB NAME: t1Sft9t-
(',...)"\ rrk\: C"""'lA l:"U\ \( r).
SUPERVISOR: Terry Kraper
PM: John Matlosz
EMPLOYEE NAME:
SUPT. Terrv Kraoer
Anthony McCart
'P dl ~ ,8'19te
JlC CODe
2020
'),{] ~('")
JOB It:
~
CODE:
2015/5606
MAN HOURS
S),)(J~
WEEKDA yo! I 31.ll1day
IV ~ 'SO<=;. "
WIC CODe eQUIPMENT
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WIC CODES: WATER: 6319
(3 0' cut or less)
STORM/SEWER: 6306
(deeper than 3.0' cut)
.. GRADING: 6217
SUBCONTRACTORS:
MATERIALS:
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DAIL Y REPORT
~. JOB NAME Old Winter Garden Road JOB# DATE
480 5/3/2005
SUPERVISOR: CODE.: WEEKDAY:
PM Jack Leider 2010 TUESDAY
EMPLOYEE NAME; J/C CODE MAN HOURS WIC CODE
SUPT. John T. Feltmann 2020 14.00 6217
Terry Kraper 0.00
Anthony McCartt 2030 10.00 6306
Patrick Genovese 2140 10,00 6306
Jonathan T. Williams 2140 10,00 6306
Tim Aqer 2140 10.00 6306
Derrick Morse 2140 10,00 6306
Charley Jones 2140 10.00 6306
Calvin King 2140 10.00 6306
Joby Gaeta 2032 9.00 5507
Jimm Hamm 2100 9.00 5507
Ricky Sanchez 2100 9,00 5507
Chris Faqq 2100 10,00 5507
John Steohen 2100 9.0 5507
Chuck Keller 2100 10,00 5507
Ronnie Giddens 2100 9,0 5507
Donald 2100 9.0 5507
Corey Morris 2100 10.0 5507
--
EQUIPMENT
132
129
36
None
None
None
,8
None
125
64
48
52.
60
None
None
None
None
PRODUCTION:
.
night work;
a. Closed down prof pkwy for CFT to perform there x-ing Nork.
b. Installed aspahlt at crossings done the night before by CFT,
day work:
a. Installed 32' of 18" RCP from S-101 to 5-100,
b. Removed 10' of old 6" forcGmain from sta, 103+05 to 102+95 rt,
c. Removed 10' 6" clay pipe running north south at sta, 104+00,
d. . Installed 2- 16" 45's and 11' of 16" DIP RCWM at sta, 103+00 rt, (see problems below,
e. Continued fine grading pond 3 for sod.
f. Raised manhole ring and cover to grade at sta, 119+42 rt,
g. Layed down fencing around pond 3 for the sod sub to instal! the sod.
PROBLEMS: while installing the 18" RCP we found it to be in conflict with the 16" RCWM, ROD ok'd a change to
lower the RCWM which included 2- 16" 45's and 11' of 16" 01 P and took 6 hours of crew time and PCG equipment
# 36 and 8 as well as small compactors,
SUBCONTRACTORS: CFT (see below) CFG surveyed sprint boxes on prof pkwy for final grades,
MATERIALS: None
RENTED EQUIPMENT: Light plants from Neff and barricades from Acme,
TRENCHING LOG:
TRENCH OPENED (TIME):
TYPE OF SOIL (CIRCLE ONE)
TRENCH DIMENSIONS: (l. W "H )
METHOD OF SHORING: N/A
TRENCH CLOSED (TIME):
C
I-'age 1 of j
_to, v"-,,,-u :
\...1~""'Ll: UI'll:
5/3/2005
Production (continued).
TUESDAY
CFT Production:
night work:
crossings
a InstaJled 40' of 12" PVC WM restrained at sta. 113+35
b InstaJled 40' of 2" RCWM at sta 112+42.
c. Installed 40 of 2" WM at sta 112+45
d Installed 60' of 4" sch 40 conduit.
day work'
a Installed 10' of 12" PVC from sta, 128+78 tieing into the 12" by 12" Tee at sta 128-1-60
b Installed 1- 45 and 1- 11 25 associated with work performed on line a.
c Installed 31' of 6" RCWM"from sta 128+55 to 129-1-00
d Installed 3- 6" 45's and 1- 6" 11.25 associated with thte work performed on line c
Problems (continued): None
Page 2 of3
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PKIME CONSTRUCTION GROUP. INC.
CAlLY REPORT
,
,
JOB NAME Old Winter Garden Road J08# DATE
432 5/1212005
SUPERVISOR: CODE: WEEKDAY:
PM Jack Leider 2010 THURSDAY
EMPLOYEE NAME: J/C CODE MAN HOURS W/C CODE EQUIPMENT
SUPT, . ,Jo~n T. Feltmann. 2020 10,00 6217 132
Terry Kraper
Anthony McCartt
Chris Fagg
Jonathan T. Williams
Tim Ager
Derrick Morse
Charley Jones
Calvin King
Jobv Gaeta 2032 9.50 5507 125
Jimm Hamm 2100 9,50 5507 64
Ricky Sanchez 2100 10,0 5507 48
-
Patrick Genovese 2100 10.00 5507 52
-
John Stephen 2100 10.0 5507 60
Chuck Keller 2100 10,0 5507 None
Ronnie Giddens 2100 5,0 5507 None
Donald 2100 10.0 5507 None
Corey Morris 2100 10,0 5507 None
. -
PRODUCTION:
a. Removed wet material from around MH at sta, 110+50 and replaced with dryl compacted.
b. Picked up excess MOT across site and brought in to the yard,
-.
c, Loaded header pipe and 2 I beams to be sent back to the main office.
d, Dressed up and graded around the med facility,
e. 70' of 6" FM removed from sta, 128+95,
f, 1 structure and 8' of 15" RCP removed at sta, 104+60,
--
-
~--
-
-
PROBLEMS: None
. -
SUBCONTRACTORS: CFT (see below)
-
MATERIALS: None
---
RENTED EQUIPMENT: None
---
---
TRENCHING LOG:
.--
TRENCH OPENED (TIME): , , TRENCH CLOSED (TIME): ..----.
TYPE OF SOIL (CIRCLE ONE)
TRENCH DIMENSIONS: (L*W*H)
METHOD OF SHORING: N/A
--
Page 1 of 2
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,\DDER USED? _ ""' ,,""' _
I
i
I 5/12/2005 THURSDAY
?roduction (continued):
eFT Production:
a, Flushed 12" WM (went well)
b Removed the flush pipe on the west end and started to make the tie in ( see below)
while preping for the tie in on the west end a 2 duct banks were discovered requiring the use of
additional 45's a total of 4 12" 45's and 5 additional crew hours were needed to do the extra work
Problems (continued):
None
Page 2 of 2
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