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Document G701T" - 2001
Change Order
PROJECT (Name and address): CHANGE ORDER NUMBER: 008 OWNER:
New County Administration Building DATE: March 20, 2007 ARCHITECT:
Amended to Include a New County
Emergency Operations Center by the to CONTRACTOR:
be located on 43rd Avenue, Vero Beach
TO CONTRACTOR (Name and address): ARCHITECT'S PROJECT NUMBER: 5054 FIELD: ❑
Turner Construction Company CONTRACT DATE: (Amendment #4) June 6, 2006 OTHER: ❑
800 N. Magnolia Avenue CONTRACT FOR: Guaranteed Maximum Price -
Orlando, Florida 32803 Construction at Risk
THE CONTRACT IS CHANGED AS FOLLOWS:
(include, where applicable, any undisputed amount attributable m previously executed Construction Change Directives)
Reference Description Amount
COR 022 Change UPS from two "20 KVA' s" to one '40 KVA" $ 5,250.00
COR 023 Site Lighting Changes $ 5,885.00
Total $ 11 , 135 .00
These Owner Purchase Order actions will not change the CMP but will decrease the Owner' s Contingency by $ 11 , 135.
The original Guaranteed Maximum Price was $ 4,974,710.00
The net change by previously authorized Change Orders $ (841 ,631 .00)
The Guaranteed Maximum Price prior to this Change Order was $ 4, 133,079.00
The Guaranteed Maximum Price will be decreased by this Change Order in the amount of $ 0
The new Guaranteed Maximum Price including this Change Order will be $ 4, 133.079.00
The Contract Time will be unchanged by Zero TO ) days.
The date of Substantial Completion as of the date of this Change Order therefore is June 30, 2007
NOTE: This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which
have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and
Contractor, in which case a Change Order is executed to supersede the Construction Change Directive.
NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER.
Donadio & Associates, Architects, P.A. Turner Construction Company Indiar`I&`uvEv' County Bo ¢�oj..County
Comp3sploners
ARCHITECT (Firm name) CONTRACTOR (Firm name) OWNEFf(Firm name) •'
609 17th Street, Vero Beach, Florida 800 N. Magnolia Avenue 184023th 54rcet, .Vero Beach;Wrida
32960 Orlando. Florida 32803 32960 . $ u
ADD ADDRESS ADDR S . r,
(rig ure) B (Signature) BY (Signatt/y) )
Anthony Donadio Louis Fiore Ga ry C. Wheeler, Chairman
(Typed name) (Typed name) (Typed name)
CSX 7 3 ldll r
3 - ao -D7
DATA DATE DATE
AIA Document G701 Te - 2001 . Copyright 01979, 1987, 2000 and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA''
Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document, or any
portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document
was produced by AIA software at 12.30:05 on 03/13.!2007 under Order No. 1000250302_1 which expires on 71252007, and is not for resale.
User Notes: Indian River C I
unty Staff Review Approvals ) (3625277893)
General Servicesj!AA)jS
S Co. Administ for
OMB Legal 7 � .
Turner
1 ,16,2007
Mr. Steve Blum
IRC Project Manager
Indian River County Emergency Operations Center
2625 19th Avenue
Vero Beach, FL 32960
RE : Indian River County Emergency Operations Center
262519th Avenue
Vero Beach, FL 32960
Project #: 1290700
Change Order Request Number 022
UPS Revision
Dear Mr. Blum ,
We have finalized the required quotations for PCO-014 for the following extra work: Change UPS from
two "20's" to one "40". We have reviewed the Subcontractor Proposal (copies attached hereto) and have
verified that all extra work items are in compliance with our Contract Agreement. The following is a detailed
itemization of all extra costs:
f
PCO No Item No Description Amount Contractor
014 001 Provide one UPS, 40KW in lieu of two UPS's, $5,250.00 COMELE
20KW each. Include all connections, power, etc. .
to make as fully functional as the two 20KW units.
014 005 Release Owner Contingency to fund UPS change ($5 ,250.00) INDRIV
Total Change to GMP: No Change $0.00
6
This change will also result in a passible schedule impact of 0 days to the project.
Please return one (1 ) copy of this letter indicating your authorization to process this Change Order Request
which does not change our Contract Amount. Following final approval of the actual Change Order by the 's
Board of County Commissioners , the Owners Contingency will be decreased by Five thousand two
hundred fifty dollars and noN00 cents ($5,250.00) . This approval will also authorize us to issue
Subcontract Change Orders as required.
g '
If you have any questions regarding this Change Order Request, please call me at your earliest E
convenience.
i
Sincerely, `.
Miss aren Berg
Project Engineer
Recommended By: l---a6�L Date:
Steven Blum-Project Manager
Approved By: i1L Date: 3
G >.
Tom Frame-Director of Gen al Services
cc: unexecuted - Inc: COR-022, PCO-014 i
unexecuted - electronic: T. Frame, L. Williams (IRC)
executed - hc: Accounting, Purchasing, Donadio and Assoc. III
executed - electronic copies: Cost, T. Frame, L. Williams (IRC)
Building the Future
9,L\) 15Eb pia- (Z. TlkmK-%�s CALLL'i kertl7 � 11010-1
CHANGE ORDER BREAKDOWN - (
DATE: 11/30/2006 - l
CHANGE ORDER # 9
FROM: COMPLETE ELECTRIC
PROJECT NAME: TURNER CONSTRUCTION - INDIAN RIVER COUNTY EMERGENCY OPS
POO #014
WORK
DESCRIPTION: PROVIDE ONE UPS, 4OKW IN LIEU OF TWO 2OKW UPS'S
iIOTE: IYF. WERE ABLE TO HOLO TIE Tw03aItW UP!'! AND THE ONE420W UP! B THE SAME PME
M TIE TWO a55w`!
MATERIALS: 500' - #2 THHN X $1.40 = $700.00
100' - ZD THHN X $2.52 = $252.00
190' - #6 THHN X $.56 = $106.40
180' - 1 1@' EMT X $1.27 = $203.20 -
4 . 1 VT EMT 90 X $8.57 = $26.26
4 - 1 172' EMT CONNECTOR X $1.08 = $4.32
28 - 111? EMT COUPLING X $1 .36 = $38.64
20 . 110 STRUT STRAP X $1 .00 = 320.00
4 - 1 1120 BUSHING X $.20 = $.80
20' - 20 EMT X$1.52 = $30,40
1 . 20EMT 80 X 35.48 = $5.48
2 - 20 EMT CONNECTOR X $1.11 = $2.22
7 - 20 EMT COUPLING X $1.18 = $8.28
4 - Y STRUT STRAP X S.92 = $3.68
2 - 7 BUSHING X $.36 = $.72
50 - MISC SCREWS X $. 12 = $6.00
50 - MISC WASHERS X $.06 = $3.00
100' - UNISTRUT X $.84 = $84.00
1 - 175AMP MB PANEL
3 POLE 100AMP BREAKER
3 POLE 10DAMP NF DISCONNECT
GROUND KIT = $1920.00
SUBTOTAL $3,415.40
C MATERIAL
$0B 3 to Sal
LABOR: yI �/ TOTAL MATER $3,854.14A8
SUPERVISOR hm. ® BOOM per hr. = lfri < 5 .76
/
�
MECHANICS 30 hm. Q $25.00 per hr. = $750.00
3009
HELPERS 15 hm. 0 $16.0 per hr. = $240.00
per hr. = 114 ®
Subtotal Labor: am
BURDEN 55% Ll "97
1 -l711960 a
SUBTOTAL EQUIPMENT, MATERIALS, LABOR: 419211018, 10 4 r�
CREDFr TLEMS +561588-�$P2. '� C`x CSG. OAS
265' - #10 THHN X 5.20 = 353.00
Io4dJAW- #8THHN X $.32 - 5i24803yg0� F- �51n•��
120' - #2THHN X $1AD = $158.00
MARK-UP: (work by contractor)
Overhead 5% .188/;78 xt1 � 9
Profit 5% 128919 '1 /�
SI ']2 s
SUB-TOTAL SUBCONTRACTORS: TOTAL S5;3N4l `]Qj , II.ZypTQ
BOND 1.5% '51)079
GRAND TOTAL 55RSEW 1� L
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APPROVED
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CHANGE ORDER BREAKDOWN
DATE: 1/112007
CHANGE ORDER # 9 REVISED
FROM: COMPLETE ELECTRIC
PROJECT NAME: TURNER CONSTRUCTION - INDIAN RIVER COUNTY EMERGENCY OPS
PCO #014
WORK
DESCRIPTION: PROVIDE ONE UPS, 40KW IN LIEU OF TWO 2OKW UPS'S
NOTE: M WERE ABLE TO NOLO THE TWO feXW UPab AND THE ONE NHON UPS NI THE SAME PRICE
As THE 1W01aRP1a
MATERIALS: 500' . #2 THHN X $1.40 = $700.00
100' - 2/0 THHN X $2.52 = $252.00
190' . #6 THHN X $.56 = $106.40
160' - 1 12" EMT X $1 .27 = $203.20
4 - 1 12" EMT 90 X $8.57 = $26.28
4 - 1 1/2" EMT CONNECTOR X $1 .08 = $4.32 -
28 - 1 12" EMT COUPLING X $1 .38 = $38.64
20 - 112" STRUT STRAP X $1.00 = $20.00
4 - 1 12" BUSHING X $.20 = $.80
20' - 2" EMT X $1 .52 = $30.40
1 - 2" EMT 90 X $5.48 = $5.48
2 - 2" EMT CONNECTOR X $1 .11 = $2.22
7 - 2" EMT COUPLING X $1.18 = $8.26
4 - 2" STRUT STRAP X $.92 = $3.68
2 - 2" BUSHING X $.36 = $.72
50 - MISC SCREWS X $.12 = $6.00
50 - MISC WASHERS X $.06 = $3.00
100' - UNISTRUT X 5.84 = $84.00
1 - 175AMP MB PANEL
3 POLE 100AMP BREAKER
3 POLE 100AMP NF DISCONNECT
GROUND KIT = $1920.00
SUBTOTAL $3,415.40
7% TAX $239.08
LABOR: TOTAL MATERIAL $3,654.48
SUPERVISOR 4.5 hn. ® $35.00 per hr. = $157.50
MECHANICS 30 hn. Q$ $25.00 per M. = $750.00
HELPERS 15 hre. Q$ $18.00 per hr. = $240.00
- hrs. C $ par hr. =
Subtotal Labor. $1,147.50
BURDEN 40% $45900
SUBTOTAL EQUIPMENT, MATERIALS, LABOR: $5,260.98
CREDIT ITEMS 4569.80
265' - #10 THHN X $.20 = $53.00
1090' . #8 THHN X $.32 + $348.80
120' - #2 THHN X $1.40 = $168.00
MARK-UP: (work by contractor)
Ove d 5% $234.58
Profit 5% $246.29
SUB-TOTAL SUBCONTRACTORS: TOTAL $5,172.02 -
BOND 1.5% $77.58
GRAND TOTAL $5,249.60
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APPROVED DATE
9
a
Turner `'`
1 /23/2007 timer Construction Company
Mf. Steve Blum 800 North Magnolia Avenue
Suite 500
IRC Project Manager Orlando, FL 32803
Indian River County Emergency Operations Center
2625 19th Avenue phone: .564.8143
fax : 772.564.8143
Vero Beach , FL 32960
RE: Indian River County Emergency Operations Center
2625 19th Avenue
Vero Beach, FL 32960
Proiect #: 1290700
Change Order Request Number 023
Site Lighting Changes
Dear Mr. Blum,
We have finalized the required quotations for PCO-013 for the following extra work: Site Lighting Changes. We
have reviewed the Subcontractor Proposal (copies attached hereto) and have verified that all extra work items are in
compliance with our Contract Agreement. The following is a detailed itemization of all extra costs:
PCO No Item No Description Amount Contractor
013 001 Modify site lighting, TV and move Exterior TV $59885.00 COMELE
pedestals, and transformer location as shown on
sheet E-2 dated 10/52006
013 004 Release Owner Contingency to fund Electrical ($5,885.00) INDRIV
Site Revisions
Total Change to GMP: No Change $0.00
This change will also result in a possible schedule impact of 0 days to the project.
Please return one (1 ) copy of this letter indicating your authorization to process this Change Order Request which
does not change our Contract Amount. Following final approval of the actual Change Order by the Board of County
Commissioners, the Owner's Contingency will be decreased by ($5,885.00). This approval will also authorize us
to issue Subcontract Change Orders as required.
If you have any questions regarding this Change Order Request, please call me at your earliest convenience.
Sincerely,
TURNER CONSTRUCTION COMPANY
`i
Kaden erg
Project Engineer
Recommended By: G`- � Date: 3 ' t z . 47
Steven Blum-Project Manager
/) I
Approved By: �1 l t� . f .Li a%� Dater
Tom Frame-Director of G eral Services
cc: unexecuted - he: COR-023, PCO-013
unexecuted - electronic: T. Frame, L. Williams (IRC)
executed - he: Accounting, Purchasing, Donadio and Assoc.
executed - electronic copies: Cost, T. Frame, L. Williams (IRC)
Building the Future
I
i
CHANGE ORDER BREAKDOWN
DATE: 1 /15/2007
CHANGE ORDER # 8 REVISED
FROM: COMPLETE ELECTRIC
PROJECT NAME: TURNER CONSTRUCTION - INDIAN RIVER EOC PCO #13
WORK
DESCRIPTION: MODIFY SITE LIGHTING AS SHOWN ON SHEET E-2 DATED 10-5-06
SITE LIGHTING CHANGES DELETE ( 1 ) TYPE BB SITE FIXTURE, ADD (3)
TYPE AA SITE FIXTURE
MATERIALS: 650' - #10 THHN X $.22 = $ 143.00
550' - #8 THHN X $. 36 = $198.00
18' - #6 BARE STRAND X $.52 = $9.36
.05 - PULL LINE X $29.38 = $ 1 .46
. 39 - PULLING LUBE X $6.46 = $2.51
2 - 1 " LOCKNUT X $. 12 = $.24
2 - 1 " PLASTIC BUSHING X $. 13 = $.26
270 - 1 " PVC X $.38 = $102.60
.8 - ALL WEATHER CLEAR CEMENT X $ 19.80 = $15.84
7 - 1 " PVC 90 ELBOW X $1 .07 = $7.49
2 - 1 " PVC MALE TERM X $.34 = $.68
15 - 1 " PVC COUPLINGS X $.22 = $3.30
3 - 3/4" PVC FEMALE ADAPTOR X $.28 = $.84
18 - 3/4" CARFLEX X $.82 = $ 14.76
9 - IDEAL 452 RED WIRE NUT X $. 11 = $.99
9 - IDEAL 454 BLUE WIRE NUT $.29 = $2.61
3 - BROOKS BOX X $31 .20 = $93.60
3 - 5/8" X 10' SEC GRND ROD X $15.89 = $47.67
3 - GRDG WELD METAL X $11 .65 = $34. 95
CREDITS
245' - #10 THHN X $.22 = ($53.90)
220' - #8 THHN X $.36 = ($79.20)
6 - 6 BARE STRAND X $.52 = ($3. 12)
0.02 - PULL LINE X $29.38 = ($.58)
. 15 - PULLING LUBE X $6.46 = ($. 96)
2 - V LOCKNUT X $. 12 = ($.24)
2 - 1 " PLASTIC BUSHING X $. 13 = ($.26)
106 - 1 " PVC X $.38 = ($39.90)
.39 - ALL WEATHER CEMENT X $19.80 = ($7.72)
4 - 1 " PVC 90 ELBOW X $1 .07 = ($4.28)
2 - 1 " PVC MALE TERM X $.34 = ($.68)
8 - 1 " PVC COUPLING X $.22 = ($1 .76)
1 - 3/4" PVC FEMALE ADPT X $.28 = ($.28)
6 - 3/4" CARFLEX X $.82 = ($4.92)
3 - IDEAL 452 RED WIRE NUT X $. 11 = ($0.33)
3 - IDEAL 454 BLUE WIRE NUT X $.29 = ($.87)
1 - BROOKS BOX X $31 .20 = ($3120)
1 - 5/8" X 10' SEC GRND ROD X $15.89 = ($15.89)
1 - GROG WELD METAL X $11 .65 = ($11 .65)
TOTAL FOR FIXTURES - ADD (3) AA AND DELETE ( 1 ) BB = $2,960.00
SUBTOTAL $3,382.42
7% TAX $236.77
LABOR: TOTAL MATERIAL $3,619. 19 j
SUPERVISOR 4.5 hrs. @ $35.00 per hr. = $157.50
MECHANICS 13.5 hrs. @ $25.00 per hr. = $337.50
HELPERS 27.5 hrs. @ $16.00 per hr. = $440.00
c
hrs. @ $ per hr. _
Subtotal Labor: $935.00
BURDEN 40% $374.00
SUBTOTAL EQUIPMENT, MATERIALS, LABOR: $4,928. 19
TRENCHER - 2.75 HOURS @ $275.00 PER DAY = $94.53 $364.53
AUGER - 1 HOUR @ 100.00 PER HOUR = $100.00
LULL - 1 HOUR @ $20. 00 PER HOUR = $20.00
CRANE - 1 HOUR @ $150.00 PER HOUR = $150.00
MARK-UP: (work by contractor)
Overhead 5% $246.41
Profit 5% $256.73
SUB-TOTAL SUBCONTRACTORS: TOTAL $5,797.86
BOND 1 .5% $86.97
GRAND TOTAL $5,884. 83
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Customer Signature sgnifies auho w or quoted sant and acceptance a payment hatiay. Payment is We upon
cwostion ob=i* a Salislacanly passing any regdretl inspections. 1 invdw is not pan! antl Ca4ractas engages
astarney w erib n;a wiecnon Watdnar agmes w pay al expenses and C n (YISts of Migalan iWiA g =9 Leask
and reasonable a[pmey fess W be fixed by any coon in Mho said aaerney is inquired to appear Customertunher
agrees that he ma/ be suetl in Indan River Cwnty, FL Caul
APPROVED DATE