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Home My WebLink About2021-169STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STATE -FUNDED GRANT SUPPLEMENTAL AGREEMENT SUPPLEMENTAL NO. 03 CONTRACT NO. G1952 FPN 436379-1-54-01: 436379-1-54-02 Recipient: INDIAN RIVER COUNTY A TRUE COPY CERTIFICATION ON LAST PAG92s-olo-w J.R. SMITH, CLERK PROGRAM MANAGEMENT ,zr,e Page 1 of 2 This Supplemental Agreement ("Supplemental'), dated arises from the desire to supplement the State -Funded Grant Agreement ("Agreement") entered into and executed on 5/22/2019 as identified above. All provisions in the Agreement and supplements, if any, remain in effect except as expressly modified by this Supplemental. The parties agree that the Agreement is to be amended and supplemented as follows: This Amendment extends the Term of the Agreement from June 30, 2022 to December 31, 2023. Paragraph 3 of the Agreement is amended to read as follows: This Agreement shall commence upon full execution by both Parties and the Recipient shall complete the Project on or before December 31, 2023. In addition this amendment modifies the Exhibit A Deliverables Reason for this Supplemental and supporting engineering and/or cost analysis: The Agency issued Notice to Proceed on June 1, 2021 with a total Contract time of 750 days. A time extension is needed in order for the Agreement to avoid expiration prior to project completion. The initial contract bid items/quantities changed as a result of the revision of the North Relief Canal Bridge. A TRUE COPY CERTIFICATION ON LAST PAGE J.R. SMITH, CLERK IN WITNESS WHEREOF, the parties have caused these presents to be executed the day and year first above written. BOARD OF COUNTY COMMISSIONERS INDIAN RIVER COUNTY (Name of RECIPIENT) •'••h1MlS .•Gp e:3 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION r Y: �''•.R!VER COU Print Name: Joseph E. Flescher Date: October 19. 2021 ATTEST: Jeffrey R. Smith, Clerk of Court & Comptroller By: a )a4o"41 Deputy Clerk DIRECTOR OF TRANSP. DEVELOPMENT Print Name: STEVEN C. BRAUN, P.E. FDOT OFFICE OF THE GENERAL COUNSEL LEGAL REVIEW: See attached encumbrance form for date of Funding approval by Comptroller APPROVED AS TO FORM & LEGAL SUFFICIENCY: Recipient's LEGAL REVIEW:,U"", PC Print Name: WILLIAM K. DEBRAAL DEPUTY COUNTY ATTORNEY Page 2 of 2 -,,TRUE COPY EXHIBIT ERTIFICATION ON LAST PAGE DELIVERABLES ES J. R. SM T H, CLERK 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL FUNAAAA70_1_CA-Al A4AA70_1_9IJ19 (') = Non -Participating Items (") = Converting to Lump Sum ITEM ESTIMATED gTYs UNIT PHASE IIA: STA 294+93 TO STA 354+00 ROADWAY IMPROVEMENTS 101-1 MOBILIZATION 1 LS 102-1 MAINTENANCE OF TRAFFIC 1 LS •102-14 TRAFFIC CONTROL OFFICER OFF DUTY 500 PH 'IRC 1 FIELD OFFICE 1 LS 1042 PREVENT CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION 1 LS 110-1-1 CLEARING AND GRUBBING 1 LS 110-7-1 MAILBOX F&I 3 EA 120-1 REGULAR EXCAVATION 5801 CY 120.4 SUBSOIL EXCAVATION 1000 CY 120-5 CHANNEL EXCAVATION LAKE EXCAVATION 35755 Cy 120-6 EMBANKMENT COMPACTED IN PLACE 89721 Cy 121-70 FLOWABLE FILL 100 CY 160-4 TYPE B STABILIZATION SHOULDER (LBR -40 82243 SY 285-7-09 OPTIONAL BASE BASE GROUP 09 64018 SY 286-1 TURNOUT CONSTRUCTION 619 SY 2862 TURNOUT CONSTRUCTION - ASPHALT 135 TN 3341-13 SUPERPAVE ASPHALTIC CONCRETE TRAFFIC C 1-3/4" THICK 6162 TN 337-7-82 TYPE FC -9.5 ASPHALT CONCRETE FRICTION COURSE TRAFFIC C, PG 76-22 PMA 1-1/4" THICK 4401 TN 339-1 MISCELLANEOUS ASPHALT PAVEMENT 56 TN 350-3-1 PLAIN CEMENT CONCRETE 6" 743 SY 400-1-2 CONCRETE CLASS I ENDWALLS 18 CY 425-1-351 INLET, CURB, TYPE P-5 <10' 8 EA 425-1-361 INLET CURB TYPE P-6 <10' 13 EA 425-1-451 INLET, CURB, TYPE J-5, <10' 3 EA IRC 3 CONFLICT STRUCTURE 2 Fes, 425-1-461 INLET CURB TYPE J-6 < 10' 4 EA 425-1-521 INLET, DITCH BOTTOM, TYPE C < 10' 8 EA IRC2 CONTROLSTRUCTURE 3 EA 425-2-41 MANHOLES P-7 < 10' 3 EA 425-2-71 MANHOLES J-7 < 10' 1 EA 425-2-72 MANHOLES J-7 > 10' 1 EA 425-2-73 MANHOLES, J-7 PARTIAL 1 EA 430-175-118 PIPE CULVERT. OPTION MATERIAL, ROUND, 18"S/CD RCP 2356 LF 430-175-118A PIPE CULVERT. OPTION MATERIAL ROUND 18"S/CD CAP 140 LF 430-175-124 PIPE CULVERT. OPTION MATERIAL ROUND 24"S/CD RCP 1191 LF 430-175-124A PIPE CULVERT. OPTION MATERIAL ROUND 24"S/CD CAP 60 LF 430-175-130 PIPE CULVERT. OPTION MATERIAL ROUND, 30"S/CD RCP 1398 LF 430-175-130A PIPE CULVERT. OPTION MATERIAL ROUND, 30"S/CD CAP 20 LF 430-175-136 PIPE CULVERT. OPTION MATERIAL ROUND 36"S/CD RCP 799 LF 430-175-142 PIPE CULVERT. OPTION MATERIAL ROUND, 42"S/CD RCP 600 LF 430-175-148 PIPE CULVERT. OPTION MATERIAL ROUND 48"S/CD RCP 392 LF 430-175-360 PIPE CULVERT. OPTION MATERIAL, ROUND, 48"X 76" S/CD RCP 197 LF 430-175-160 PIPE CULVERT. OPTION MATERIAL ROUND, 60"S/CD RCP 80 LF 430-175-166 PIPE CULVERT OPTION MATERIAL ROUND 66" S/CD RCP 141 LF 430-175-175 PIPE CULVERT OPTION MATERIAL ROUND 72" S/CD RCP 64 LF IRC 4 PIPE CULVERT SCHEDULE 80 PVC ROUND 8" 31 LF 430-982-125 MITERED END SECTION RCP 18" 18 EA 440-1-10 UNDERDRAIN WITH SOCK FILTER 4" DIAMETER 697 LF 440-1-10A UNDERDRAIN WITH SOCK FILTER 8" DIAMETER 257 LF 440-7-34 UNDERDRAIN WITH SOCK FILTER 10" DIAMETER 27 LF 440-7-35 UNDERDRAIN WITH SOCK FILTER 12" DIAMETER 48 LF 51471-2 PLASTIC FILTER FABRIC STABILIZATION 351 SY 520-1-7 CONCRETE CURB AND GUTTER TYPE E MODIFIED 368 LF 520-1-10 CONCRETE CURB AND GUTTER TYPE F 24341 LF 522-2 CONCRETE SIDEWALK FIBER REINFORCED 6" THICK 5572 Sy •523-2 PATTERNED PAVEMENT CONCRETE NON -VEHICULAR AREAS 3160 SY 527-2 DETECTABLE WARNINGS 80 SF 530-3-3 RIPRAP RUBBLE, BANK AND SHORE 1156 TN 5361-1 GUARDRAIL ROADWAY INCLUDES PIPE RAIL FULL LENGTH 1867 LF 536-8 GUARDRAIL- BRIDGE ANCHORING ASSEMBLY FURNISH AND INSTALL 1 EA 53673 GUARDRAIL REMOVAL 280 LF (') = Non -Participating Items (") = Converting to Lump Sum TRUE COPY EXHIBIT =RTIFICATION ON LAST PAGE DELIVERABLES J.R. SMITH, CLERK 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL FWBA%R'%70_l_SA_rA A'49170_4_"A l (") = Non -Participating Items (") = Converting to Lump Sum ITEM ESTIMATED QTYS UNIT 536-82 GUARDRAIL ANCHORAGE- CONCRETE BARRIER WALL 3 EA 536-85-24 GUARDRAIL END ANCHORAGE ASSEMBLY- PARALLEL 3 EA 536-85-25 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II 2 EA IRC 5 FENCE, RELOCATE EXISTING 502 LF 550-10-222 FENCING TYPE B, 5.1-6.0' WMNYL COATING 3325 LF 550-60-214 FENCE GATE, TYPE B SINGLE, 18.1-20.00' OPENING 6 EA 570-1-1 PERFORMANCE TURF — SOD 1 BAHIA 85449 SY 570-1-2 PERFORMANCE TURF - SOD 2 ST. AUGUSTINE 14680 SY 'COMBINED LANDSCAPING 1 LS •590-70 1IRRIGATION SYSTEM COMPLETE 1 LS 700-1-5 SINGLE POST SIGN RELOCATED 2 AS 700-1-60 SINGLE POST SIGN, REMOVED 20 AS 700-20-11 SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF 27 AS 700.20-13 SINGLE POST SIGN F&1 GROUND MOUNT 21-30 SF 4 AS 706-3 RETRO -REFLECTIVE PAVEMENT MARKERS BI-DIR AMBER/AMBER 880 EA 706-3A RETRO -REFLECTIVE PAVEMENT MARKERS BI-DIR WHITE/RED 445 EA 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" 4.09 NM 711-11-112 THERMOPLASTIC STANDARD WHITE SOLID 8" 0.513 NM 711-11-123 THERMOPLASTIC STANDARD WHITE, SOLID, 12" 683 LF 711-11-124 THERMOPLASTIC, STANDARD, WHITE SOLID, 18" 715 LF 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" 136 LF 711-11-131 THERMOPLASTIC STANDARD WHITE SKIP 6",10-30 SKIP 2.132 GM 711-11-131A THERMOPLASTIC STANDARD WHITE SKIP 6" 6-10 SKIP 2559 LF 711-14-170 THERMOPLASTIC STANDARD WHITE ARROW 28 EA 711-14-170A THERMOPLASTIC STANDARD WHITE ARROW U-TURN 23 EA 711-11-211 THERMOPLASTIC STANDARD YELLOW SOLID 6" 3.95 NM 711-11-224 THERMOPLASTIC STANDARD, YELLOW SOLID, 18" 202 LF 711-11-241 THERMOPLASTIC, STANDARD, YELLOW DOTTED/GUIDELINE/6-10 GAP EXTENSION, 6" 1764 LF '1050-11-224 12" PVC REUSE WATER MAIN 670 LF *1050-11424.12" DIP REUSE WATER MAIN 90 LF '1080 1125 2" AIR RELEASE VALVE 1 EA 'IRC 6 CAP AND GROUT EXISTING 12" REUSE MAIN 294 LF "IRC 7 REMOVE AND DIPOSE OF EXISTING 12" AREAL REUSE MAIN AND PILINGS 1 LS 'IRC 8 17"X 28" METER BOX 2 EA '1080-11-201 4" MECHANICAL JOINT GATE VALVE 2 EA '1080-11-403 12"X12" TAPPING SLEEVE AND VALVE 2 EA '1080-11-404 12" MECHANICAL JOINT GATE VALVE 2 EA `IRC 9 FITTINGS 1 TN 0630 2 1 I 2 - 2" PVC SIGNAL CONDUIT W/ 96 -FIBER CABLE 50' COIL IN BOXES OPEN TRENCH 5562 LF 0630 2 12A 2 - 2" PVC SIGNAL CONDUIT W/ 96 -FIBER CABLE 50' COIL IN BOXES DIRECTIONAL DRILL 209 LF 06331 123 96 -FIBER CABLE IN BRIDGE CONDUIT 129 LF 06352 12 17"X 30" PULL BOX FOR FIBER OPTIC CABLE 9 EA 0635 2 13 30"X 48" SPLICE BOX FOR FIBER OPTIC 8 EA '580-1-1 LANDSCAPE COMPLETE SMALL PLANTS 1 LS '580-1-2 LANDSCAPE COMPLETE LARGE PLANTS 1 LS '59070 IRRIGATION SYSTEM COMPLETE 1 LS BRIDGE IMPROVEMENTS 53TH STREET OVER LATERAL A" CANAL 110-3 DEMOLITION AND REMOVAL EXISTING BRIDGE 1 LS SUPERSTRUCTURE 400-24 CLASS II CONCRETE FOR CLOSURE POURS BETWEEN DECK UNITS 15 CY 415-14 REINFORCING STEEL 990 LBS 12450-88-18A PRESTRESSED PRECAST DECK UNITS 18" X 4'-3" X 36'-0" 12 REQUIRED 432 LF 12450-88-18B PRESTRESSED PRECAST DECK UNITS 18" X 4'-6" X 36'-0" 2 REQUIRED 72 LF 460-70-2 ALUMINUM BICYCLE BULLET BARRIER RAILING 74 LF 521-5-1 CONCRETE TRAFFIC RAILING BARRIER- (32"F SHAPE 37 LF 521-5-4 CONCRETE TRAFFIC RAILING BARRIER- 32" VERTICAL SHAPE 37 LF 521-72-3 SHOULDER CONCRETE BARRIER WALL INDEX 410- CANTALEVER WALL 100 LF SUBSTRUCTURE 400-2-5 CLASS II CONCRETE FOR PILE CAPS 76 CY 415-1-5 REINFORCING STEEL 12300 LBS 455-133-2 PRESTRESSED PILE 18" SQUARE X 70'-0" MINUMUM EST PILE- ABUTEMENT 2 EA 140 LF 455-34-2 PRESTRESSED PILE 18" SQUARE X 55'-0" MINUMUM TEST PILE- ABUTEMENT 19 EA 1045 LF (") = Non -Participating Items (") = Converting to Lump Sum A TRUE COPY CERTIFICATION ON LAST PAGE EXHIBIT J.R. SMITH, CLERK DELIVERABLES 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL FUN 436379-1-54-01. 436379-1-54-02 (') = Non -Participating Items (••) = Converting to Lump Sum ITEM ESTIMATED QTYS UNIT 455-34-2A PRESTRESSED PILE 14" SQUARE X 50'-0" MINUMUM EST PILE- ABUTEMENT 12 EA 600 LF 455-137 PILE DYNAMIC LOAD TESTING 1 LS 455-14-5 8" X 8'-0 X 12'-0' SHEET WALL 26 EA 312 LF SIDEWALKS 400-2-4A CLASS II CONCRETE 8 Cy 415-1-4A REINFORCING STEEL 343 LBS 339-1 MISCELLANEOUS ASPHALT 8 TN 400-2-10 CLASS II CONCRETE 124 Cy 415-1-9 REINFORCING STEEL 19570 LBS 530-3-3 ROCK RUBBLE CANAL EXCAVATION A REQUIRED SHALL BE INCLUDED IN THE COST ROCK RUBBLE 1232 TN 715-2117 2" PVC CONDUIT 152 LF (') = Non -Participating Items (••) = Converting to Lump Sum A TRUE COPY EXHIBIT A CERTIFICATION ON LAST PAGE DELIVERABLES J.R. SMITH, CLERK 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL cunaaFz7o-l-sesl eaa170-4-rest L ITEM ESTIMATED QTYs UNIT 66TH AVENUE OVER "NORTH RELIEF" CANAL _ 110.3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE "400-2-4 CLASS II CONCRETE FOR CLOSURE POURS BETWEEN DECK UNITS 59 CY "415-1-4 REINFORCING STEEL 3546 LBS -1245086-15A PRESTRESSED PRECAST DECK UNITS 15" X 4'-5" X 14'-0" 48 REQUIRED) 672 LF "12450-88-158 PRESTRESSED PRECAST DECK UNITS 15" X 4'-8" X 14'-0" 4 REQUIRED 56 LF -12450A&15C PRESTRESSED PRECAST DECK UNITS 18" X 4'-5" X 34'-0" 24 REQUIRED 816 LF "12450SB-15D PRESTRESSED PRECAST DECK UNITS 18" X 4'$" X 34'-0" 2 REQUIRED 68 LF "460-70-2 ALUMINUM BICYCLE BULLET BARRIER RAILING 250 LF "521-5-1 CONCRETE TRAFFIC RAILING BARRIER - 32" F SHAPE 125 LF "521-5-4 CONCRETE TRAFFIC RAILING BARRIER - 32" VERTICAL SHAPE 125 LF "460-70-3 CONCRETE TRAFFIC RAILING BARRIER SHOULDER W/ SPREAD FOOTING INDEX 410 7533 LF SUBSTRUCTURE "400 2-5 CLASS II CONCRETE FOR PILE CAPS 216 CY "415-1-5 REINFORCING STEEL 40298 LBS "455-34-3 PRESTRESSED PILE 18" SQUARE X 75'-0" MINUMUM TEST PILE- ABUTMENT 1 FA 75 LF "455-34-3A PRESTRESSED PILE 18" SQUARE X 60'-0" MINUMUM(ABUTMENT) 33 EA 1980 LF "45534-3B PRESTRESSED PILE 14" SQUARE X 30'-0" MINUMUM WING BENT 12 EA 360 LF "45534-3C PRESTRESSED PILE 18" SQUARE X 100'-O" MINUMUM EST PILE- INTERMEDIATE BENT 1 EA 100 LF "45534-3D PRESTRESSED PILE 18" SQUARE X 60'-0" MINUMUM DEBRIS PILE- INTERMEDIATE BENT 120 LF —455-34-3E PRESTRESSED PILE 18" SQUARE X 85-0" MINUMUM TEST PILE- INTERMEDIATE BENT 41 EA 3485 LF "45513-3 8"X 8'-0 X 14'-0" SHEET WALL 560 LF SIDEWALKS AND MEDIANS —400-2-4A CLASS II CONCRETE 164 CY "415-1-4A REINFORCING STEEL 7252 LBS APPROACH SLABS "339-1 MISCELLANEOUS ASPHALT 524 SF "400-2-10 CLASS 11 CONCRETE 260 CY "4151-9 REINFORCING STEEL 57030 LBS "530-3-3 (ROCK RUBBLE) (CANAL EXCAVATION AS REQUIRED SHALL BE INCLUDED IN THE COST OF THE ROCK RUBBLE) 1800 TN "7152117 2" PVC CONDUIT 630 LF 57TH STREET OVER LATERAL "A" CANAL 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE 460-70-2 ALUMINUM BICYCLE BULLETE BARRIER RAILING 41 LF 521-51 CONCRETE TRAFFIC RAILING BARRIER- 32" F SHAPE 41 LF 521-54 CONCRETE TRAFFIC RAILING BARRIER- 32" VERTICAL SHAPE 41 LF 521-72-3 SHOULDER CONCRETE BARRIER WALL INDEX 410- CANTALEVER WALL 48 LF SIDEWALKS 400-24 CLASS II CONCRETE 6 CY 4151-9A REINFORCING STEEL 2553 LBS APPROACH SLABS 400-2-10 CLASS 11 CONCRETE 58 CY 4151-9 REINFORCING STEEL 11380 LBS 7152-117 4" PVC CONDUIT 156 LF (� = non -Participating Items (") = Converting to Lump Sum A. TRUE COPY EXHIBIT A CERTIFICATION ON LAST MAGE DELIVERABLES J.R. SMITH, CLERK 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL FYil AIR%7e-4-RAJN A%417e_4 "-1 (•) = Non -Participating Items (") = Converting to Lump Sum ITEM ESTIMATED O YS UNIT PHASE 1B STA 354+00 TO STA 444+57.04 101-1 MOBILIZATION / DEMOBILIZATION 1 LS 102-1 MAINTENANCE OF TRAFFIC 1 LS '102-14 TRAFFIC CONTROL OFFICER 500 PH 1042 PREVENT CONTROL 8 ABATEMENT OF EROSION AND WATER POLLUTION 1 LS 110-1-1 CLEARING AND GRUBBING 86 AC 110-7-1 MAILBOX F81 40 EA 1241 REGULAR EXCAVATION 81595 CY 1204 SUBSOIL EXCAVATION 3198 CY 120-5 CHANNEL EXCAVATION 890 CY 120-6 EMBANKMENT 128124 CY 160A TYPE B STABILIZATION 123552 SY 265-709 OPTIONAL BASE BASE GROUP 9 108050 SY 286-1 TURNOUT CONSTRUCTION 2320 SY 327-70-01 MILLING EXISTING ASPHALT PAVEMENT 0" AVG. DEPTH 118 SY 3341-13 SUPERPAVE ASPHALTIC CONCRETE SP 12.5 TRAFFIC C 1.75" 11959 TN 337-7-82 TYPE FC -9.5 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C PG 76-22 PMA 1-1/4" THICK)_5980 TN 339-1 MISCELLANEOUS APSHALT PAVEMENT 34 TN 400-1-2 CLASS I CONCRETE ENDWALL 13 CY 400-2-2 CLASS II CONCRETE ENDWALL 126 CY 400-4-1 REINFORCED CONCRETE BOX CULVERT (12'X 10' 72 LF 415-1-1 REINFORCING STEEL ROADWAY 6510 LB 425-1-351 INLET CURB, TYPE P-5 <10' 32 EA 425-1-361 INLET CURB, TYPE P-6, <10' 20 EA 4251-451 INLET, CURB, TYPE J-5, <10' 6 EA 4251-452 INLET, CURB TYPE J-5, >10' 4 EA 4251-452A INLETS CURB PE J-5 >10' CONTROL STRUCTURE W/ INTERNAL WEIR 1 EA 4251-461 INLET, CURB TYPE J-6 < 10' 11 EA 4251-462 INLET CURB TYPE J-6 > 10' 1 EA 4251-521 INLET, DITCH BOTTOM, TYPE C < 10' 18 EA 4251-521A INLET DITCH BOTTOM, TYPE C < 10' CONTROL STRUCTURE W/ EXTERNAL SKIMMER 3 EA 4251-531 INLETS DT BOT TYPE C MOD. <10' BACK OF SWK INLET 2 EA 4251-541 INLETS, DITCH BOTTOM, TYPE D < 10' 2 EA 4251-541A INLETS DITCH BOTTOM), TYPE D < 10' CONTROL STRUCTURE W/ EXTERNAL SKIMMER 5 EA 4251-543 INLETS DT BOT TYPED <10' / J BOTTOM 2 EA 4251-559 INLETS DITCH BOTTOM PEE >10' CONTROL STRUCTURE W/ INTERNAL WEIR 2 EA 4251-581 INLETS DT BOT TYPE H <10' CONTROL STRUCTURE W/ INTERNAL WEIR 1 EA 425-1-713 INLETS GUTTER ALLEY(J-BOTTOM) 1 EA 4251-910 INLETS GUTTER CLOSED FLUME 1 EA 4252-61 MANHOLES, (P-8)(<10') 3 EA 425-2-71 MANHOLES J-7 <10' CONFLICT STRUCTURE 1 EA 4252-72 MANHOLES J-7 >10' 1 EA 430-175.115 PIPE CULVERT RCP ROUND) (15"SS) 433 LF 430-175118 PIPE CULVERT RCP ROUND) (18"SS) 6981 LF 430-175-118A PIPE CULVERT CAP ROUND) (18"SS) 120 LF 430-175124 PIPE CULVERT RCP ROUND) (24"SS) 2387 LF 430-175-124A PIPE CULVERT CAP ROUND(24-SS) 112 LF 430-175130 PIPE CULVERT RCP ROUND(30-SS) 3419 LF 430-175-130A PIPE CULVERT CAP ROUND 30" SS 62 LF 430-175136 PIPE CULVERT RCP ROUND) (36"SS) 2640 LF 430-175-136A PIPE CULVERT CAP ROUND) (36"SS) 40 LF 430-175142 PIPE CULVERT RCP ROUND) (42"SS) 115 LF 430-175-142A PIPE CULVERT CAP ROUND) (42"SS) 40 LF 430-175148 PIPE CULVERT RCP ROUND) (48"SS) 240 LF 430-175-148A PIPE CULVERT CAP ROUND(48-SS) 20 LF 430-175160 PIPE CULVERT RCP ROUND) (60"SS) 1470 LF 430-175166 PIPE CULVERT RCP ROUND(66-SS) 408 LF 430-175215 PIPE CULVERT ERCP (12"X 18" SS 60 LF 430-175218 PIPE CULVERT ERCP 14" X 23" SS 239 LF 430-175236 PIPE CULVERT ERCP (29"X 45" SS 374 LF 430-9643 PVC PIPE 6") (SCH 80 1678 LF 430-982-123 MITERED END SECTION CONC. 15" CD 7 EA 430 982-125 MITERED END SECTION CONC. 18" CD 15 EA 430-9112-623 MITERED END SECTION CONC. 12"X1B" CD 2 EA (•) = Non -Participating Items (") = Converting to Lump Sum A TRUE COPY EXHIBIT A CERTIFICATION ON LAST PAGE DELIVERABLES J.R. SMITH, CLERK 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL FM&AAA379-lSAAN AAR37GA A -All (`) = Non -Participating Items (") = Converting to Lump Sum ITEM ESTIMATED OTYS UNIT 430-982-625 MITERED END SECTION CONC. 14"X23" CD 7 EA 440-1-20 UNDERDRAIN 815 LF 440-1-60 ROCK DRAIN 640 LF 520-1-10 CONCRETE CURB & GUTTER TYPE F 26742 LF 520-1-11 CONCRETE CURB & GUTTER PE F MOD. 14915 LF 522-2 CONCRETE SIDEWALK, 6" THICK 13897 SY 527-2 DETECTABLE WARNINGS 187 SF 530-3-4 RIPRAP RUBBLE (F&I) (DITCH LINING 2163 TN 536-1-1 GUARDRAIL ROADWAY 581 LF 536-85-22 GUARDRAIL END ANCHORAGE ASSEMBLY MEL 2 EA 536-85-25 GUARDRAIL END ANCHORAGE ASSEMBLY PE 11 2 EA 536-85-30 GUARDRAIL END ANCHORAGE ASSEMBLY ET -2000 4 EA 550-10-110A FENCING PE A 5.0' STANDARD 256 LF 55410-1108 FENCING PEA 4.0' STANDARD 328 LF 550-10-220 FENCING PE B 6.0' STANDARD 661 LF 550-10-222 FENCING PE B 6.0' WITH VINYL COATING 4563 LF 550-10-410A FENCING(WOOD) 4.0' 3 RAIL SPLIT RAIL 267 LF 550-10-410B FENCING MOD 5.0' 3 RAIL SPLIT RAIL 696 LF 550-60-213 FENCE GATE PE B SINGLE 16.0' OPENING 1 EA 550-60-225 FENCE GATE PE B DOUBLE 24.0' OPENING 4 EA 550-60-912 FENCE GATE OD SINGLE 10.0' OPENING 1 EA 570-1-2A PERFORMANCE TURF SOD BAHIA 175168 SY `COMBINED LANDSCAPING 1 LS `590-70 IRRIGATION SYSTEM 1 LS 630-2-11A CONDUIT OPEN TRENCH F & I 2" 8100 LF 630-2-11B CONDUIT OPEN TRENCH F 2" 8100 LF 633-1-123 FIBER OPTIC CABLE F & I UNDERGROUND 49-96 FIBERS 9100 LF 633-2-31 FIBER OPTIC CONNECTION SPLICE 1728 EA 633-2-32 FIBER OPTIC CONNECTION(TERMINATION) 96 EA 635-2-12 PULL AND SPLICE BOX (F&I) (17" X 30" PULL BOX 16 EA 635-2-13 PULL AND SPLICE BOX (F&I) (30" X 48" SLACK BOX 3 EA 63D-2-11 CONDUIT SIGNAL F & I OPEN TRENCH 370 LF 630-1-12 CONDUIT SIGNAL F & I DIRECTIONAL BORE 3520 LF 632-7-1 CABLE SIGNAL F & I 2 PI 632-7-6 CABLE SIGNAL REMOVE INTERSECTION 1 PI 635-2-11 PULL BOX IF & I(TRAFFIC SIGNAL 36 EA 639-1-111 ELECTRICAL POWER SERVICE SIGNALS ABOVE GROUND METER PURCHASED BY 2 AS 639-1-610 LE 1 WER SERVICE (SIGNALS) (ABOVE GROUND) (REMOVE) 1 AS 639-2-1 ELECTRICAL SERVICE WIRE IF & I 2 LS 639-3-11 ELECTRICAL SERVICE DISCONNECT F & I POLE MOUNTED 2 EA 641-2-12 PRESTRESSED CONC. POLE F & I PE P-11 SERVICE POLE 2 EA 641-2-80 PRESTRESSED CONC. POLE COMPLETE POLE REMOVAL 2 EA 646-1-11 ALUMINUM SIGNAL POLES PEDESTAL 10 EA 649-31-106 MAST ARM F & I WIND SPEED 150 W/O BACKPLATES / LUMINAIRE ARM LENGTH 36' 1 EA 649-31-107 MAST ARM F & I WIND SPEED 150 W/O BACKPLATES W/ LUMINAIRE ARM LENGTH 46' 1 EA 649-31-108 MAST ARM F & I WIND SPEED 150 W/O BACKPLATES / LUMINAIRE ARM LENGTH 60' 3 EA 649-31-109 MAST ARM IF & I WIND SPEED 150 W/O BACKPLATES W/ LUMINAIRE ARM LENGTH 70.5' 3 EA 650-1-14 TRAFFIC SIGNAL F & I 3 -SECTION 1 -WAY STANDARD POLYCARBONATE 12 AS 650-1-16 TRAFFIC SIGNAL F & I ALUMINUM 4 -SECTION 1 -WAY 4 AS 650-1-18 TRAFFIC SIGNAL IF & I 5 -SECTION 1 -WAY STANDARD POLYCARBONATE 4 AS 653-1-11 PEDESTRIAN SIGNAL F & I LED -COUNTDOWN 1 -WAY 12 AS 660-4-11 VEHICLE DETECTION SYSTEM F & I VIDEO CABINET EQUIPMENT 2 EA 660-4-12 VEHICLE DETECTION SYSTEM IF & I VIDEO ABOVE GROUND EQUIPMENT 8 EA 665-1-11 PEDESTRIAN DETECTOR IF & I POLE/PEDESTAL MOUNTED 12 EA 670-5-111 TRAFFIC CONTROLLER ASSEMBLY F & I NEMA PE 5 ONE PREEMPTION PLAN 2 AS 670-5-600 TRAFFIC CONTROLLER ASSEMBLY REMOVE - CONTROLLER WITH CABINET 1 AS 682-1-133 ITS CCN CAMERA F & I DOME ENCLOSURE NON -PRESSURIZED IP HD 4 EA 6841-1 MANAGED FIELD ETHERNET SWITCH F & I 2 EA 685-1-13 UNITERUPTABLE POWER SUPPLY IF & I LINE INTERACTIVE 2 EA 700-5-22 INTERNALLY ILLUMINATGED SIGN F & I OVERHEAD MOUNT 12-18 SF 8 EA 700-1-11 SINGLE POST SIGN F & I LESS THAN 12SF 75 AS 700-2-12 MULTI -POST SIGN IF & I LESS THAN 12 - 20 SF 4 AS 705-10A OBJECT MARKER TYPE 4 12 EA 706-3 RETRO -REFLECTIVE, STD, WHITE, SOLID 6" 1811 EA (`) = Non -Participating Items (") = Converting to Lump Sum A TRUE COPY EXHIBIT A CERTIFICATION ON LAST PAGE DELIVERABLES J.R. SMITH, CLERK 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL FLWA%A'%70_l_RdJN A'Aa170-1-RaJ 9 CEI CLASSIFICATIONS SR. PROJECT ENGINEER PROJECT ADMINISTRATOR SR. INSPECTOR INSPECTOR INSPECTOR AIDE CONTRACT SUPPORT SPECIALIST (CSS) QUALITY CONTROL (QC) MANAGER (') = Non -Participating Items (") = Converting to Lump Sum ITEM ESTIMATED QTY$ UNIT 711-11-121 SOLID TRAFFIC STRIP 6" WHITE THERMOPLASTIC 35468 LF 711-11-122 SOLID TRAFFIC STRIP 8" WHITE THERMOPLASTIC 4501 LF 711-11-123 SOLID TRAFFIC STRIP 12" WHITE THERMOPLASTIC 1567 LF 711-11-124 SOLID TRAFFIC STRIP 18" WHITE THERMOPLASTIC 1230 LF 711-11-125 SOLID TRAFFIC STRIP 24" WHITE THERMOPLASTIC 470 LF 711-11-131 THERMOPLASTIC, STD, WHITE, SKIP (10'-30'),6- 14849 LF 711-11-141 THERMOPLASTIC STD WHITE SKIP 2'-4'/6-10' 6" 4354 LF 711-11-160 THERMOPLASTIC ST WHITE MESSAGE 45 EA 711-11-170 THERMOPLASTIC ST WHITE ARROW 111 EA 711-11-221 THERMOPLASTIC STD, YELLOW, SOLID 6" 42171 LF 711-11-224 SOLID TRAFFIC STRIPE 18" YELLOW) THERMOPLASTIC 1720 LF 711-11-241 THERMOPLASTIC STD, YELLOW, SKIP (2'-4'/ V-10' 6" 2471 LF 715-1-11 LIGHTING CONDUCTORS IF & I INSULATED NO. 10 OR< 3735 LF '570-1-213 PERFORMANCE TURF SOD ST AUGUSTINE'FLORATAM' 16355 SY •580-1-1 LANDSCAPE SMALL PLANTS 1 LS '580-1-2 LANDSCAPE LARGE PLANTS 1 LS '580-12-10 FLORA -MULCH 3" DEPTH 717 CY '162-1-3 PREPARED SOIL LAYER SPECIAL DEPTH 1425 CY `590-70 IRRIGATION COMPLETE i LS BRIDGE IMPROVEMENTS 61ST STREET OVER LATERAL "A' CANAL 110-3 REMOVAL OF EXISTING STRUCTURES/ BRIDGE 960 SF 400-2-4 CONCRETE CLASS II SUPERSTRUCTURE 9 CY 400-2-5 CONCRETE CLASS II, SUBSTRUCTURE 136 CY 400-2-10 CONCRETE CLASS II APPROACH SLABS 99 CY 400-4-4 CONCRETE CLASS IV SUPERSTRUCTURE 23 CY 400-148 PLAIN NEOPRENE BEARING PADS 2 CF 415-1-4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 7390 LB 415-1-5 REINFORCING STEEL - BRIDGE SUBSTRUCTURE 9520 LB 415-1-9 REINFORCING STEEL - APPROACH SLAB 20400 LB 450-3-14 PRESTRESSED SLAB UNITS WIDTH 48", THICKNESS 18" 40 LF 450-3.24 PRESTRESSED SLAB UNITS WIDTH 60" THICKNESS 18" 515 LF 455-343 PRESTRESSED CONCRETE PILING, 18" SQ 1560 LF 455-143-3 TEST PILES -PRESTRESSED CONCRETE 18" SQ 150 LF 458-1-11 BRIDGE DECK EXPANSION JOINT NEW CONSTRUCTION F & I POURED JOINT WITH BACKER ROD 138 LF 521-5-1 CONCRETE TRAFFIC RAILING- BRIDGE 32" F -SHAPE 82 LF 521-5-5 CONCRETE TRAFFIC RAILING- BRIDGE 42" VERTICAL FACE 78 LF 65TH STREET OVER LATERAL A" CANAL 110-3 REMOVAL OF EXISTING STRUCTURE/ BRIDGE 960 SF 400-2-4 CONCRETE CLASS II SUPERSTRUCTURE 9 CY 400-2-5 CONCRETE CLASS II SUBSTRUCTURE 136 CY 400-2-10 CONCRETE CLASS 11 APPROACH SLABS 99 CY 400-44 CONCRETE CLASS IV SUPERSTRUCTURE 23 CY 400-148 PLAIN NEOPRENE BEARING PADS 2 CF 415-1-4 REINFORCING STEEL - BRIDGE SUPERSTRUCTURE 7390 LB 415-1-5 REINFORCING STEEL - BRIDGE SUBSTRUCTURE 9520 LB 415-1-9 REINFORCING STEEL - APPROACH SLAB 20400 LB 450-3-14 PRESTRESSED SLAB UNITS WIDTH 48" THICKNESS 18" 40 LF 450-3-24 PRESTRESSED SLAB UNITS, WIDTH 60", THICKNESS 18" 515 LF 455-343 PRESTRESSED CONCRETE PILING 18" SQ 1560 LF 455-143-3 TEST PILES -PRESTRESSED CONCRETE 18" SQ 150 LF 458-1-11 BRIDGE DECK EXPANSION JOINT NEW CONSTRUCTION F & I POURED JOINT WITH BACKER ROD 138 LF 521-5-1 CONCRETE TRAFFIC RAILING- BRIDGE 32" F -SHAPE 82 LF 521-5-5 CONCRETE TRAFFIC RAILING- BRIDGE 42" VERTICAL FACE 78 LF '999 1 CONSTRUCTION LAYOUT/ RECORD/ AS -BUILT DRAWINGS BY REGISTERED SURVEYOR 1 LS CEI CLASSIFICATIONS SR. PROJECT ENGINEER PROJECT ADMINISTRATOR SR. INSPECTOR INSPECTOR INSPECTOR AIDE CONTRACT SUPPORT SPECIALIST (CSS) QUALITY CONTROL (QC) MANAGER (') = Non -Participating Items (") = Converting to Lump Sum EXHIBIT A DELIVERABLES 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL vsa�La�rr�s��a=ac ITEMI ESTIMATED I UNIT CITYS EARTHWORK CONSTRUCTION INSPECTOR LEVEL i EARTHWORK CONSTRUCTION INSPECTOR LEVEL 2 ASPHALT PAVING TECHNICIAN LEVEL 1 ASPHALT PAVING TECHNICIAN LEVEL 2 UF FLORID_ A RIVER COUNTY '•I!S IS TO CERTIFY THAT THIS 18 s ^U AND CORRECT COPY OF 'E IGINAL ON FILE IN THIS ^ gFFR6 R. &WTr " Aja (') = Non -Participating Items (") = Converting to Lump Sum D.C.