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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 . °yObnbntla°pO BRIDGE DESIGN ASSOCIATES , INC . INDIAN RIVER COUNTY FLORIDMERS,�y°°°°° BOARD F COUNTY COMMISSION �e 0 4,00 0 BY : BY : �� pa M • , •• n t :CPU Peter D . 0 ' Bryan , Cha ' Title : BRIAN C . RHEAULT P . E . PRESIDENT °$°%t}'••• G� 4 , Approved by the BCC : June 1 2010'° Q' �°,�ilDIAPI P`�. °tlnb 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 �7 � l �e1" E , II1l 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 BCR : skS :12010-Jobs\1M39A Old Dixie Box Culvert Extension\proposal 05-21 - 10 .wpd 1402 Roo l Palm 1-30adl BOUIOV€1rd o .13uilc ino 200 e Royal palm Beach , Florida 33911 Cv (5cil ) cm:-3660 o 1'a � ; ( 561. ) 791 = 1995 e BRIDGE DESIGN ASSOCIATES. we. R9mflsucvzz 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 5:12010-JaWl0-539A Old Dbde Box CuNW EADnslonVExblbit A 05.21 -10