HomeMy WebLinkAbout2010-136 Board of County Commissioners,
1801 27th Street
Vero Beach , Florida 32960
Telephone : (772) 567-8000
FAX : 772- 778-9391
WORK ORDER NO , 18 (Engineering)
Old Dixie Highway Sidewalk from 38th Lane to 65th Street
IRC Project No . 0845
FOR
PROFESSIONAL BRIDGE DESIGN SERVICES
WITH
Bridge Design Associates , Inc .
This Work Order No . 18 is in accordance with the existing AGREEMENT dated October 3 ,
2006 between Bridge Design Associates , Inc . (ENGINEER) and Indian River County
( COUNTY) .
This Work Order No . 18 amends the agreement as follows :
SECTION I — PROJECT LIMITS
Two (2) Old Dixie Highway box culvert extensions — Station 175 +05 and Station 192+ 80 .
SECTION II — SCOPE OF SERVICES
This Work Order No . 18 is for providing design and detailing for the above mentioned project.
SECTION III - TIME FOR COMPLETION
60 calendar days per review .
SECTION IV — COMPENSATION
The COUNTY agrees to pay, and the ENGINEER agrees to accept, a fee for services
rendered according to the " Scope of Services " identified in Section II and III of this Work
Order No . 18 a lump sum fee of $ 10 , 495 . 00 .
F1Public Works\ENGINEERING DIVISION PRO.IECTS\0845 -Dixie Hwy Sidewalk USI -69th (LAP)\Admim\agenda items\BCC Bridge
Design Work Order No. 18 05 -20- 10 . doc
PAGE TWO
Work Order No . 18 Bridge Design Associates, Inc .
June I , 2010 BCC Agenda
The AGREEMENT is hereby amended as specifically set forth herein . All remaining sections
of the AGREEMENT shall remain in full force and effect, and are incorporated herein .
IN WITNESS WHEREOF the parties hereto have executed these presents this
1st day of June 2010 .
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BRIDGE DESIGN ASSOCIATES , INC . INDIAN RIVER COUNTY FLORIDMERS,�y°°°°°
BOARD F COUNTY COMMISSION �e
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BY : BY : �� pa
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Peter D . 0 ' Bryan , Cha '
Title : BRIAN C . RHEAULT P . E .
PRESIDENT °$°%t}'•••
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Approved by the BCC : June 1 2010'° Q'
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Witnessed By : lop
ATTEST : ;q
JE K . BARTON
CLERK OF CIRCUIT COURT
BY :
DEPUTY CLERK OF OURT
JOSE H BAIRD
COUNTY ADMINISTRATO
ALAN POLACKW CH
COUNTY ATTORNEY
Approved as to Form and Legal Sufficiency
FAPublic Works\ENGINEERING DIVISION 13ROJECTS\ 1028 - Resurfacing Old Dixie Hwy ( US Ito 53rd St)\ndmim\agenda items\BCC
Bridge Design Work Order No. 18 05 -20- 1 O. doc
BRIDGE DESIGN ASS
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C ON S U LT ING E N G I N rt E R 8
BRIAN C. 121.11iAU1.7', RE .
May 21 , 2010 Pwsidoil
Indian River County
1800 27th Street
Vero Beach , Florida 32960
ATTENTION : Chris Kafer, P . E .
REGARDING : Old Dixie Highway Box Culvert Extension
Station 175+05 and Station 192+ 80
Dear Chris :
Pursuant to your request, we have reviewed the preliminary information provided to our
office regarding the proposed widening of the box culvert at Stations 175+05 and 192+ 80 .
The existing box culvert at Station 175+05 is 2'4' high by 4'-0 wide and will be widened
approximately 16-0 to the west and 16'-0 to the east to the existing right-of-way .
The existing box culvert at Station 192 +80 is 2 '-9" high by 5'-0 wide and will be widened
approximately 16'-0 east and west to the right-of--ways .
Bridge Design Associates , Inc. can provide the design and detailing for the proposed
widenings . The existing structure will be utilized as much as possible to minimize the
demolition and disruption to existing traffic .
In addition to the box culvert extension , slope protection , as required , will be specified .
The attached Exhibit "A" is an approximate manhour breakdown of tasks with
commensurate fees .
If you have any questions , please give me a call .
Respectfully,
BRIDGE DESIGN ASSOCIATES , INC .
J���
Brian C . Rheault , P . E .
President
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OLD DIXIE HIGHWAY BOX CULVERTS AT STATIONS 175+05 & 182+80
May 21 , 2010
HOURLY BREAKDOWN OF SERVICES
EXHIBIT •A"
CHIEFF1OR ENOIUM CAD TOTAL LABORENGINEREER INTERN TECHNICIAN HOURS COST
ACTMTY
By BY
St45.OD $115.00 S8Q0D ACTMTY ACTMTY
$80.00
Coordination Magilngs 3.0
$435,00
Site Visit
3.0 3.o $180.00
ml BOX CULVERT AT STATION 175+05
Foundation n 1.0 6.0
7.0 $835.00
Wap Design & Headwall to 4.0
SA 5805.00
Top Desion 1.0 6.0
7.0 $835.00
Plan / Elevation / Details 1.0 4.0
20.0 25.0 32;205.00
Slope Probection
2.0 2.0 $230.00 '
BOX CULVERT AT STATION 192+80
$0.00
Foundadon Desi n 1.0 6.0
7.0 $835.00
Wall Design & Headwall 1.0 4.0
5.0 $sos.00
_lop Design 1 .0 8.0
9.0 $ 10065.00
Plan 1 Elevation / Details t.o S.0
20.0 27.0 $2,435.00
,§iojLo Protwdon 20
20 $230,00
TOTAL MANHOURS 11 .0 48.0 3.0
40.0 89.0
DIRECT LABOR COST $1 ,596.00 $5,520.00 $180.00 $3,200.00
$10,495.00
$10,495.00
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