HomeMy WebLinkAbout2010-107 � K
Board of County Commissioners,
1801 27th Street
Vero Beach , Florida 32960
Telephone : (772) 567-8000
FAX : 772-778-9391
WORK ORDER NO . 15 (Engineering )
Resurfacing Old Dixie Highway from USI to 53rd Street
IRC Project No . 1028
FOR
PROFESSIONAL BRIDGE DESIGN SERVICES
WITH
Bridge Design Associates , Inc .
This Work Order No . 15 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 . 15 amends the agreement as follows :
SECTION I — PROJECT LIMITS
Two (2 ) Old Dixie Highway box culvert extensions — Station 71 +25 and Station 101 +75
SECTION II — SCOPE OF SERVICES
This Work Order No . 15 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 I1 and III of this Work
Order No . 15 a lump sum fee of $ 10 , 955 . 00 .
F :APublic Works\ENG IN EERING DIVISION PROJECTS\ 1028 - Resurfacing Old Dixie Hwy (US Ito 53rd St)\Admim\agenda items\BCC
Bridge Design Work Order No. 15 04 -26- 10 . doc
PAGE TWO
Work Order No . 15 Bridge Design Associates , Inc .
May 4 , 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
_ 4th day of Mai2010 .
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BRIDGE DESIGN ASSOCIATES; . °°*%. DIAN RIVER COUNTY , FLORIDA
1ARD COUNTY COMMISSIONERS
BY :
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Title : PBRIAN RESIDENT
FAULT . P . E:�
,9COU�� •J °•°
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Approved by the BCC : May 4 , 2010
Witnessed By : J /� ATTEST : q
Y K . BA
CLERK OF CIRCUIT COURT
BY :
DE Y CLERK OF OURT
[JOSEPIABNIRD
J40NT�YZIZ:e
ALAN P6LACKWICH
COUNTY ATTORNEY
Approved as to Form and Legal Sufficiency
F :APublic Works\ENGINEERING DIVISION PROJECTS\ 1028 - Resurfacing Old Dixie Hwy (USI to 53rcl St)\AdmimAagenda items\BCC
Bridge Design Work Order No. 15 04-26- 10.doc
BRIDGE DESIGN ASSOCIATES , INC .
CONSULTING ENGINEERS
13RIAN C. RHEAULT, P.E.
President
April 22 , 2010
Indian. River County
180027 1h Street
Vero Beach , Florida 32960 u U Q
ATTENTION : Chris Kafer, P . E .
REGARDING : Old Dixie Highway Box Culvert Extension
Station 71 +25 and Station 101 +75
Revised Proposal
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 71 +25 and 101 +75 .
The existing box culvert at Station 71 +25 is 2'-6 " high by 5'-0 wide and will be widened
approximately 23 '-0 to the west and 5'-0 to the east to the existing right-of-way .
The existing box culvert at Station 101 +75 is 2 '-0 high by 8'-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 .
Brian C . Rheault, P . E .
President
BCR: kedS:12010-JobslProposais101d Dixie HighwaylCorrespondencelproposal 04-22-10.wpd
1402 Royal Palm Beach Boulevard • Building 200 • Royal Palm Beach, Florida 33411
(561 ) 686-3660 0 Fax : (561 ) 791 - 1995
BRIDGE DESIGN ASSOCIATES, INC. `� a
OLD DIXIE HIGHWAY BOXCULVERTS AT STATIONS 71 +25 8101 +25
April 22, 2010
HOURLY BREAKDOWN OF SERVICES
EXHIBIT "A
CHIEF SENIOR ENGINEER CAD TOTAL LABOR
ENGINEER ENGINEER INTERN TECHNICIAN HOURS COST
ACTIVITY BY BY
ACTIVITY ACTIVITY
3145,OD 5115.00 $60,00 580,00
Site Visit 3.0 3.0 $435.00
BOX CULVERT AT STATION 71+25
Foundation Design 1 .0 6.0 7.0 $835.00
Wail Design & Headwall 1 .0 4.0 5.0 5605.00
Top Design 1 .0 6.0 7.0 $835.00
Plan F Elevation F Details 1 .0 4.0 24.0 29.0 $2,525,00
Slope Protection 2.0 2.0 $230.00
BOX CULVERT AT STATION 101 +25 $0.00
Foundation Design 1.0 &0 7.0 $835.00
Wall Design & Headwall 1 .0 4.0 5.0 $605.00
Top Design 1 .0 B.0 9.0 31 ,065.00
Plan ! Elevation / Details 1 .0 6.0 24.0 31.0 $2,755.00
Slope Protection 2.0 2.0 $230. 00
TOTAL MFW HOURS i 1.0 48.0 0.0 48.0 107.0
DIRECT LABOR COST $1 ,595.00 $5,520.00 $0.00 S3,840.00 $10,955.00
$10,955.00
S:12010JobslProposaIMOld Obde Highway\CorrespondenceTAibA A 0422-10