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Home My WebLink About2020-189DUNS No.: 80-939-7102 CSFA No.: 55.009 Contract No.: G-OK60 FM No: 431759-2-54-01 Vendor No: VF 596-000-674 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION AND INDIAN RIVER COUNTY COUNTY INCENTIVE GRANT PROGRAM (CIGP) AGREEMENT AMENDMENT NUMBER TWO THIS Amendment, made and entered into this day of , 20 , by and between the State of Florida Department of Transportation, an agency of the State of Florida, hereinafter called the DEPARTMENT, and Indian River County, 1801 27th Street, Bldg A, Vero Beach, Florida 32960, hereinafter called the COUNTY. WITNESSETH WHEREAS, on March 20, 2017 the parties entered into a County Incentive Grant Program Agreement, hereinafter referred to as the Agreement, wherein the COUNTY agreed to provide certain improvements in connection with Financial Management (FM) No. 431759-2-54-01 for the construction and construction engineering inspection (CEI) Services for intersection improvements at SR -60 & 43RD Avenue in Indian River County, Florida and hereinafter referred to as the Project; and WHEREAS, the parties amended the Agreement on June 12, 2019 (Amendment Number One); and WHEREAS, the parties hereto desire to further amend the Agreement; and WHEREAS, the parties hereto mutually agree that this Amendment is in their best interest; NOW, THEREFORE, in consideration of the mutual covenants, promises and representations herein, the parties agree to amend that certain County Incentive Grant Program Agreement dated March 20, 2017 as follows: The recitals set forth above are true and correct and are deemed incorporated herein. 2. Paragraph 2 of Amendment No. 1 is amended to read as follows: Except as otherwise set forth herein, this Agreement shall continue in effect and be binding to both the COUNTY and the DEPARTMENT until the Project is completed as evidenced by the written acceptance of the DEPARTMENT or December 31, 2022, whichever occurs first. 3. The deliverables, Exhibit C, of the Agreement is hereby deleted in its entirety and replaced with Exhibit A of this Amendment, attached hereto and made a part hereof. All provisions, covenants, terms and conditions of the Agreement between the parties theretofore entered on March 20, 2017 and amended on June 12 2019 as originally set forth therein, which are not hereby expressly amended or modified and not in conflict with terms hereof, are hereby ratified and confirmed and shall remain the same and be unaffected by these presents. 1 of 2 IN WITNESS WHEREOF, this AMENDMENT is executed by the parties below for the purposes specified herein. Authorization has been given to enter into and execute this Amendment by Resolution No. 2020-467 , hereto attached. IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) below. BOARD OF COUNTY COMMISSIONE $TATE OF FLORIDA INDIAN RIVER COUNTY RTMENT OF TRANSPORTATION (Name of RECIPIENT) oA `• . CDU�N, E1Oe\: Print Name: SUSAN ADAMS Date: September 15. 2020 ATTEST: Jeffrey R. Smith, Clerk of Court & Comptroller By: Deputy Clerk APPROVED AS TO FORM & LEGAL SUFFICIENCY: TITLE: DIRECTOR OF TRANSP. DEVELOPMENT Print Name: STEVEN C. BRAUN, P.E. OFFICE OF THE GENERAL COUNSEL LEGAL REVIEW: Recipient's LEGAL REVIEW: XW Print Name: WILLIAM K. DEBRAAL DEPUTY COUNTY ATTORNEY 2 of 2 Exhibit A DELIVERABLES FM# 431759-2-54-01 ITEM NO. DESCRIPTION UNIT ESTIMATED QTY. 101-1 !MOBILIZATION/DEMOBILIZATION i LS ! 1 --- - — t - - - - - - i - - t--------------------- 102-1 IMAINTENANCEOFTRAFFIC LS ! 1 102 99 !CHANGEABLE VARIABLE MESSAGE SIGN (18) i _ ED ? _ _ 7520 104-10-3 !SEDMINENT BARRIER -- — --- ---- — — ---------------------------------------------------------------------------------;---- LF ! - —-------- 16456 — — 104-11 }FLOATING TURBIDITY BARRIER! — -- — — — — — — — — — — ——--- ------ — --- — ------- — ------------ , LF 560 — 104-18 !INLET PROTECTION SYSTEM ! EA ! 69 — — — — t ——------ —------- —--- —--------------------- —--- —------------ —--- ---------- —-------------------------- -- --------- ------------------ 110-1-1 !CLEARING AND GRUBBING J LS ! 1 110-3 !REMOVAL OF EXISTING STURCTURE/BRIDGES LS ! 1 120-1 !REGULAR EXCAVATION ! CY ! 12656 121—@0 - !EMBANKMENT (COMPACTED IN PLACEZ i CY ! 5781 — ------------------------------------------- — -- +-- — + — —_—_—_ 12'' STABLIZED SUBGRADE _ _ _ _ — _ y_ SY y _________ 44072 _ 285-707 ;OPTIONAL — — --� BASE GROUP 7 (9" CEMENTED COQUINAS — — — — — — — — — — — ------------ — -------- i SY —_ —40589 286-1 !TURNOUT CONSTRUCTION,/ DRIVEWAY BASE (CONCRETE) ! SY ! 1526 - - - t - - - - - - - - - - ----------- -----------------------------a----------- - 286.2 !TURNOUT CONSTRUCTION, ASPHALT! TN ! 98 ----- -----------t--------------------------------------------------------------- —--- ------------ —--- —--- —------- ------------ i ----------t-------- ---------- 327.70.1 MILL EXISTING ASPHALT PAVEMENT, 1_AVG._ DEPTH _ ! SY i 17144 327-70-8 WILL EXISTING ASPHALT PAVEMENT, 2.5" AVG. DEPTH SY 2944 334 1 !SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C SP 12.5 OVERBUILD �------------- ! TN ! 7200 - _13_ + - - - -------------— — t- — + - i 334-1-13A !SUPERPAVE — — -- — — ASPHALT CONCRETE, SP -12.5, TRAFFIC C, 1.5" THICK — — — ! -----------i----------+------------- TN ! 4760 47 - t IAPSHALT — — — — — — — CONCRETE FRICTION COURSE, FC -9.5, TRAFFIC C, W/ POLYMER 1" 337-7-82 !THICK 3173 — --t-------------------------------------------------------------------------------------------------------- Al ___TN_ I M 400-0-11 !CONCRETE, CLASS NS, GRAVITY WALL ! CY ! 81.9 400.1-2 _ !CONCRETE CLASS I, ENDWALLS CY ! 6.33 400-147 +COMPOSITE NEOPRENE PADS CF 1.64 ----------------- --------------------------------------------------------- _ _ _ _ _ _ _ _ _ 400-2-10 !CONCRETE CLASS II, APPROACH SLABS ! CY ! 62 — + — — — -- — - —--------------------------------------------------------------i — — i--------- — — 400-24A !GONG. CLASS II, BRIDGE SUPERSTRUCTURE! CY ! 138 — — t--- — — — — — -- — — — — —---- —------------ -------------------- — --- --- — 400-2-46— !GONG CLASS II, BRIDGE SUPERSTRUCTURE (LIGHTWEIGHT)I CY i 153.7 — — — =— = --— — — — — — —-------------------------------------- a -- — + — — — 400-2-5 !CONCRETE, CLASS II, BRIDGE SUBSTRUCTURE CY ! — — —----�—__—_ — — — — -- - — —-------------------------------------------- — — — — —60 400-7 !BRIDGE DECK GROOVING, LESS THAN 8.5" i SY ! 523 - -------------t------------------------------------------------------------------------------------------------------------i------------t---------- 415-1-4 !REINFORCING STEEL- ROADWAY- BRIDGE SUPERSTRUCTURE 1-113S ! 63459.3 415-1-5 ;REINFORCING STEEL- ROADWAY- BRIDGE SUBSTRUCTURE ! LBS 16156 STEEL- ROADWAY- APPROACH SLABSLBS + _415.1-9 __REINFORCING _ _12170 425-1311 !INLETS, CURB, TYPE P-1, <10' ! EA ! 5 --- -- ---+-- — — --- — —------------------------------------------------------------------ — +---- + — --- 425-1321 — (INLETS, CURB, TYPE P-2, <10' -- -- — — — — — ----------------------- — — — — — — — — — _ j —EA_ 4 425-1341 !INLETS, CURB, TYPE P-4, <10' ! EA 1 ---- — — — —------------------ — — — —-------------------------------� — 425-1351 !INLETS, CURB, TYPE P-5, <10' EA ! 16 — — + -- --- 425-1352 'INLETS, CURB, TYPE P-5, >10' ! EA ! 2 ------------------+-------_-------------------------------------------------------------------------------------i----------t------------------ i 425-1361 INLETS, CURB, TYPE P-6, <10' ! EA 12 425-1421 !INLETS, CURB, TYPE J-2, <10' ' EA ! 2 — — - - --- — -- -- — — — — — — —------------------ - 425-1451 !INLETS CURB, TYPE J-5, <10' ! EA ! 1 425-1452 !INLETS, CURB, TYPE J-5, >10'i EA i 1 - -----------+-------------------------------------------------------------------------------------------------i---------+ -------- --- --- ----- 425-1461 _ iINLETS, CURB, TYPE J_6, <10' _ _ _ _ _ _ -- --------------- - -- -- ----------------------------- ! EA ! ---- -------------- 2 --- j 425-1521 !INLETS, DITCH BOTTOM—TYPE C, <10' EA ! 27 ---------------------------------------------------------------------------------------- 425-1521A !INLETS, DITCH BOTTOM, TYPE C, <10' MODIFIED ! EA 2 425-1559 !INLETS, DT BOT, TYPE E, <10- 425-1715 !INLETS, GUTTER, TYPE V, < 10' ! EA ! 2 425-2-41 ;MANHOLE, TYPE P-7, > 10' EA 4 Page 1 Exhibit A DELIVERABLES FM# 431759-2-54-01 REM NO. DESCRIPTION UNIT ESTIMATED QTY. I 425-2-43 ;MANHOLE, TYPE P-7, PARTIALEA I 1 425-2-61 !MANHOLE, TYPE P-8, < 10' — — — T------------- — — — —----------------------------------------------------------------------- I —EA r _ -- 3 425-2-71 !MANHOLE, TYPE J-7, < 10'1 EA i 3 - -------------t-__-_---___------------------------------------- ---- ------- --------- ------------------------------- ----------i------_---t------------------ 425-2-91 !MANHOLE, TYPE J-8, < 10' ! -- — --- — - — — —--------------------------------------------------------------- EA — — --- _ 11 425-4 !ADJUST INLETSI EA ! 7 ------------------------------------------ —------------ —------- —------- —--- —-------- —----------- — --- --------- — ------- ---- -------- --- 425:5_____ jADJ.USTMANHOLESEA ! 7 _ ----------- ----------- —--- —------- ---------- —--- - 430-174-115 1PIPE CULVERT, RCP, ROUND, 15" SD i LF I 30 - ------------------t------------------------------------------------------------------------ —------- —--- —--- ------- -----------i---- ------- +-------- ---_---- 430 -174 -118 - !PIPE CULVERT, RCP, ROUND, 18" SD - ----------------- ----------------------------------------------------------------------------------------------------------- ! LF ! --------- ------------------ 4054 � 430-174-124 !PIPE CULVERT, RCP, ROUND, 24" SD � � LF ! 1143 430-174-130 PIPE CULVERT, RCP, ROUND, 30" SD LF 198 -- — —_ _ _ _ __ _ 430-174-136 !PIPE CULVERT, RCP, ROUND, 36" SD I LF i 2231 - ----------------t------------------------------------------------------------------------------------------------------i----------t------------------- 430.174-142 !PIPE CULVERT, RCP, ROUND, 42" SD i LF i 853 430-175-148 ;PIPE CULVERT, RCP, ROUND, 48" SD ! LF 85 - -------------t---------------------------------------------------------------------------------------------------------1----------t-------------- 430-982-140 !MITERED END SECTION, 42" SD EA _ _ — + — -- — — — — — -------------------------------- _ 1 430.984-125 !MITERED END SECTION, 18" SD i EA i 1 t__ __ ___________-__--------______-__________________-_-__-_________________------- --t 430-984-138 !MITERED END SECTION, 36" SIDE DRAIN i EA i 1 430-984-141 IMITERED END SECTION, 48" SDEA 1 443-70-3 !FRENCHDRAIN 18" ! LF ! ------------------------------------i----------------------------------- ' 1616 450-1-2 !PRESTRESSED BEAMS TYPE III! LF T 77 - --- ---------f---------------------------___---------- ------- ---- ------- --------- ---------------- ---- ------ ---_--i --- ---- --t- ------- ----_-- ..13 455-137-1 !LOAD TEST (DYNAMIC), INTERNAL GAUGES ! EA ! 2 455.143.3A T EST PILES_PRESTRESSED CONCRETE, 18" SQ i LF i 130 _ — _ --------------------------------- -- 455-34-3A IPRESTRESSED CONCRETE PILINGS, 18 SQ END BENTS )--------------------------------a------- F ! LE--- 550 — — — + — --- — — — — — —--- --- -- + — — 455-34-3B 455-34-3B IPRESTRESSED CONCRETE PILINGS, 18 SQ (WING BENTS -- -- --+ i LF ! 100 -- --- — -- — -- — — — -- — — — — — jPRESTRESSED CONCRETE PILINGS, 18 SQ ( INTERMEDIATE BENTS, DEBRIS — — — + — — – 455-34-3C !PILES! 1 LF i 650 458-1-11 !CONSTRUCTION, F& I POURED JOINT WITH--BACK-ROD LF ! 80 !BRIDGE DECK EXPANSION JOINT, REHABILITATION, POURED JOINT WITH 458-1-21 !BACKER ROAD LF ! 180 515-1-2 PIPE HANDRAIL- GUIDERAIL, ALUM —51 1-- LF 1187 515-4-2 lBULLETALUMINUM RAIL, DOUBLE RAIL i LF ! 348.67 521-5-4 !CONCRETE TRAFFIC RAILING- BRIDGE, 32" VERTICAL FACE 1 LF ! 348.67 --_____-------- -------- --------- _------- --- - --- -__t -------- ---- --- ----- 520-1-10 !CONCRETE CURB & GUTTER (_TYPE F)! LF i 21539 --- —t — — — — — — 520-2-13 !HEADER CURB j LF i 632 520-5-41 !TRAFFIC SEPARATOR CONCRETE- TYPE IV, 4' WIDE ! LF r 457 CONCRETE TRAFFIC SEPARATOR, SPECIAL VARIABLE WIDTH (COLOR TREATED 1 520-70 1& STAMPED CONCRETE) ! SY t 832 521-5-4 !CONCRETE TRAFFIC RAILING- BRIDGE, 32" VERTICAL FACE i LF i 348.67 — 522.2 !SIDEWALK CONCRETE 6" THICK SY ! 8612 — !PATTERNED PAVEMENT, VEHICULAR AREAS (DURATHERM, INTEGRATED ! _ ! 523-1 (PAVING CONCEPTS, CINNAMON, WAGON WHEEL) SY i _ _ _ 800 5.24-1-2 !CCRETE DITCH PAVEMENT, NON REINFORCED, 4" I ON ! SY ! 49 — — —__—_ — — — — — -- — — — -- — -- — — — — -------------a--- !PAVERS, ARCHITECTURAL, SIDEWALK (BELGARD, HOLLAND 4" x 8" 80mm, ---;— — — 526W1_2 !RED/CHESTNUT/CHARCOAL, 45 degree HERRINGONE)_ ! SY ! 290 _ - - - - - - - - - ----------------------------i-------------------------------- 527-2 !DETECTABLE WARNINGS ! SF i 480 530-3-4 !RIPRAP, RUBBLE, F&I, DITCH LINING TN 146 530,4-9 !ARTICULATING CONCRETE BLOCK REVETMENT SYSTEM, THICKNESS 6" ! SF 2934 — T -- — — — — — --- — — — —— 550-10-22 !FENCING, TYPE B, 5.1-6.0, WNINYL COATI NGLF 1040 570-1-2 !PERFORMANCE TURF, SOD ! SY i 16393 —__ —_-- t — -- — — — — — — — — — — — — y — — ------- 630-2-11b _ !CONDUIT -SIGNALS LFfM_LUNDERGROUND)___------------ ! LF ! 12057 Page 2 Exhibit A DELIVERABLES FM# 431759-2-54-01 Page 3 Exhibit A DELIVERABLES FM# 431759-2-54-01 ITEM NO. DESCRIPTION UNIT ESTIMATED QTY. 711-11-222 'THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" --------- — ---ER ----STi , ST -- R , YELLOW, , - OLI -- 8--------------------- LF 77 --------------------------------- 7 711-16-101 ;THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" GM j 3.1 ----- ---r-------------------- — — --------- r-------------- — — — — — — — !THERMOPLASTIC, STANDARD - OTHER SURFACES, WHITE, 6",10-30 — — — — — SKIP OR 3-91 711-16-131 LANE DROP i GM i 3.59 _—_{-------------- — —----------------------------------------------------------------------i----------i----------- ------- 711.16.201___1THERMOPLASTIC, STANDARD_ YELLOW, SOLID, 6" I 2.37 _— —GMI ------- — — - 2-4-------------------- ---;THERMOPLASTIC, STANDARD, YELLOW, SKIP, 6" -------------------------------------- 7-71 11-5-1----1-3 ------------- --—- 41-6-231 ri GM— r — 0—.4— ;LIGHTING CONDUIT F&I INSULATED NO. 4 LF 36765 715 4-13 iSTANDARD LIGHT POLE COMPLETE W/ CONCRETE- BASE, F&I, WIND SPEED 160 i EA i 30 -----------------+-------------------------- —--- —--- —---------------- —--- ----------------------------------------------------------�---------�------------------ 715-4-33 ;CONFLICT LIGHT POLE COMPLETE W/ CONCRETE- BASE, F&I, WIND SPEED 160 ; EA ; 36 5 - LOAD CENTER (INCLUDES ALL COMPONENTS LISTED ON SERVICE POINT Page 4 EA