The URL can be used to link to this page

Home My WebLink About2022-242STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STATE -FUNDED GRANT SUPPLEMENTAL AGREEMENT SUPPLEMENTAL NO. CONTRACT NO. G1952 FPN 436379-1-54-01/02 Recipient: Indian River County This Supplemental Agreement ("Supplemental"), dated A TRUE COPY CERTIFICATION ON LAST PAGE12e-010-10 J.R. SMITH, CLERK PROGRAM MANAGEMENT Page 1 o, 1 arises from the desire to supplement the State -Funded Grant Agreement ("Agreement') entered into and executed on May 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: The deliverables stated in Exhibit A in the Supplemental Agreement #3 dated November 5, 2021 are hereby deleted and replaced with the Exhibit A deliverables of this SA #4. Reason for this Supplemental and supporting engineering and/or cost analysis: Based on a project scope review, this supplemental updates the deliverables to include the CEI classifications necessary for the project. IN WITNESS WHEREOF, the parties have caused these presents to be executed the day and year first above written. RECIPIENT: STATE OF FLORIDA Indian River County •�,jtitMlS8�•• DEPARTMENT OF TRANSPORTATION oJ��y. .joA��9s By: w� Name: Joseph H. Earman = QeName Title: Chairman p�. 1� , off;' Title: '•q�vER COUN��••• Attest: Jeffrey R. Smith, Clerk of Circuit Court and Comptroller sr. Deputy Clerk APPRto`4ED AS 1 AND LEGAL FIX WILLIAM K. D DLPUTYCOUNTY ATTORNEY Steven C. Braun P.E. Director of Transpoertation Development Legal Review: EXHIBIT A DELIVERABLES 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL FMN d'4N174-1 Fd-nt d16174.1.19d-n9 A TRUE COPY CERTIFICATION ON LAST PAGE J.R. SMITH, CLERK (') = Non -Participating Items (") = Converting to Lump Sum ITEM PHASE 1A: STA 294+93 TO STA 354+00 ROADWAY IMPROVEMENTS ESTIMATED QTYS UNIT 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 104-2 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 12 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 LER -40 82243 SY 285-7-09 OPTIONAL BASE BASE GROUP 09 64018 SY 285-1 TURNOUT CONSTRUCTION 619 SY 286-2 TURNOUT CONSTRUCTION - ASPHALT 135 TN 334-1-13 SUPERPAVE ASPHALTIC CONCRETE TRAFFIC C 1-314" 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 CONCRETES" 743 SY 400-1-2 CONCRETE CLASS I ENDWALLS 18 CY 425.1-351 INLET CURB TYPE P-5 <19 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 EA 426-1-461 INLET CURB TYPE J-6 < IV 4 EA 425-1-521 INLET DITCH BOTTOM, TYPE C < 10' 8 EA IRC 2 CONTROL STRUCTURE 3 EA 25-2-41 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 CLAVERT. OPTION MATERIAL, ROUND, 18'S/CD RCP 2356 LF 430-175-118A PIPE CULVERT. OPTION MATERIAL ROUND 1B'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 430-1755-136 PIPE CULVERT. OPTION MATERIAL ROUND 36'S/CD RCP 799 LF 430-176-142 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 430-175360 PIPE CULVERT. OPTION MATERIAL ROUND, 48' X 76" S/CD RCP 197 LF 430-175160 PIPE CULVERT. OPTION MATERIAL ROUND 60-S/CD RCP 80 LF 430-175-166 PIPE CULVERT OPTION MATERIAL ROUND 66' S/CD (RCPj. 141 LF 430-175175 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 514-71-2 PLASTIC FILTER FABRIC STABILIZATION 351 BY 520-1-7 CONCRETE CURBMA GUTTER TYPE E (MODIFIED) 520-1-10 CONCRETE CURB AND GUTTER TYPE F 24341 LF 522-2 CONCRETE SIDEWALK FIBER REINFORCED &" THICK 5572 BY '5232 PATTERNED PAVEMENT CONCRETE NON -VEHICULAR AREAS 3160 SY 527-2 DETECTABLE WARNINGS BO SF 530-3-3 RIPRAP, RUBBLE BANK AND SHORE 1156 TN 536-1-1 GUARDRAIL ROADWAY (INCLUDES PIPE RAIL FULL LENGTH) 171 LF 536-8 D E ANCHORING A$5FMBL.Y. FURNISH INSTALL 536-73 GUARDRAIL REMOVAL 2BD LF (') = Non -Participating Items (") = Converting to Lump Sum A TRUE COPY CERTIFICATION ON LAST PAGE EXHIBIT A J.R. SMITH, CLERK DELIVERABLES 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL •1M I 1 .1 - A1A170_1 CA117 (') = Non -Participating Items (' j - Converting to Lump Sum ITEM ESTIMATED QT'YS UNIT 536-82 GUARDRAIL ANCHORAGE- CONCRETE BARRIER WALL 3 EA 536-85-24 GUARDRAIL END ANCHORAGE ASSEMBLY- PARALLEL -_ 3 EA 53 GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE 11 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 IRRIGATION SYSTEM COMPLETE 1 LS 700-1-5 SINGLE POST SIGN RELOCATED 2 AS 700-1-60 700-20-11 SINGLE POST SIGN REMOVED SINGLE POST SIGN F&1 GROUND MOUNT UP TO 12 SF 2.0 27 AS AS 700-20-13 SINGLE POST SIGN F&I GROUND MOUNT 21.30 SF 4 AS 706-3 RETRO -REFLECTIVE PAVEMENT MARKERS BI-DIR AMBER/AMBER 880 EA 7063A RETRO -REFLECTIVE PAVEMENT MARKERS BI-DIR WHITE/RED 445 EA 711-11-111 ITHERMOPLASTIC, STANDARD, WHITE, SOLID, 6' 4.09 NM 71141-112 ITHERMOPLASTIC,STANDARD WHITE SOLID B' 0.513 NM 711-11-123 ITHERMOPLASTIC, STANDARD WHITE SOLID 12" 683 LF 71141-124 THERMOPLASTIC, STANDARD WHITE SOLID 18" 715 LF 711-11-123 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 7111-J14-170THERMOPLASTIC STANDARD WHITE ARROW 28 EA 711-14-170A THERMOPLASTIC STANDARD WHITE ARROW U-TURN 23 EA 711-11-211 ITHERMOPLA5TIC, 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 '1050-11-424 12' DIP REUSE WATER MAIN 90 LF '10801125 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 '1080-11403 12"X12" TAPPING SLEEVE AND VALVE 2 EA `1080-11404 12- MECHANICAL JOINT GATE VALVE 2 EA 'IRC 9 FITTINGS 1 TN 0630 2 11A 2 - 7 PVC SIGNAL CONDUIT W/ 96 -FIBER CABLE 50' COIL IN BOXES OPEN TRENCH 5562 LF 0630 2 12A 2- 7 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 0635 2 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 '590 70 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 11 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 12450-86-168 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 521-54 CONCRETE TRAFFIC RAILING BARRIER- 32" VERTICAL SHAPE 37 LF 521-723 ISMULIDER CONCRETE BARRIER WALL INDEX 410-CANTAI_EVER WALL 100 LF SUBSTRUCTURE 400-2-5 CLASS II CONCRETE FOR PILE CAPS 76 CY 415-1-5 REINFORCING STEEL 12300 LBS 455-1332 PRESTRESSED PILE 18" SQUARE X 70'-0" MINUMUM EST PILE- ABUTEMENT 2 EA 140 LF 455.34-2 PRESTRESSED PILE 18" SQUARE X 56-W MINUMUM EST PILE- ABUTEMENT 19 EA 1045 LF (') = Non -Participating Items (' j - Converting to Lump Sum A TRUE COPY CERTIFICATION ON LAST PAGE EXHIBIT A J.R. SMITH, CLERK DELIVERABLES 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL FMU 43R37Q-1 54.01- 436379-'1-56.02 (•) = Non -Participating Items (") = Converting to Lump Sum ITEM ESTIMATED CITYS UNIT 455-34-2A PRESTRESSED PILE 14" SQUARE X 50'-0" MINUMUM FST PILE- ABUTEMENT 12 EA 600 LF 456-137 PILE DYNAMIC LOAD TESTING 1 LS 455-14-5 W X 6'-0 X 12'-0" SHEET WALL 26 EA 312 LF SIDEWALKS 400-24A CLASS II CONCRETE a Gy 415-14A REINFORCING STEEL 343 LB 339-1 MISCELLANEDUa ASPHALT - 6 TN 400-2-10 CLASS II CONCRETE 124 Cy 415-1-9 REINFORCING STEEL 19570 LBS 530-3-3 ROCK R BLE ANAL EXCAVATION AS REQUIRED SHALL BE INCLUDED IN THE ROCK RUBBLE 123 TN 715-2117 2" PVC CONDUIT 152 LF (•) = Non -Participating Items (") = Converting to Lump Sum A TRUE COPY CERTIFICATION ON LAST PAGE EXHIBIT A J.R. SMITH, CLERK DELIVERABLES 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL FM* 436379-1-54.01.436379.1.54.02 (') a Non -Participating Items (") = Converting to Lump Sum 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 11 CONCRETE FOR CLOSURE POURS BETWEEN DECK UNITS 59 CY- -41&14 REINFORCING STEEL 3546 LBS -12450WISA PRESTRESSED PRECAST DECK UNITS 05"X 4'5"X If -0 48 REQUIRED 672 LF "124500158 PRESTRESSED PRECAST DECK UNITS 15" X 4'-6-X 14'-0 4 REQUIRED 55 LF "1245D4W15C PRESTRESSED PRECAST DECK UNITS 18' X 4'-5-X 34'-0" 24 REQUIRED 816 LF -1245OW15D PRESTRESSED PRECAST DECK UNITS18" 4'-8"X X-01 f2 REQUIREDI 68 L "460-70-2 ALUMINUM BICYCLE BILLET BARRIER RAILING 250 LF "521-5.1 CONCRETE TRAFFIC FLAILING BARRIER - 32' F SHAPE 125 LF -521-54 CONCRETE TRAFFIC RAILING BARRIER - 32" VERTICAL SHAPE 125 LF "460-70-3 CONCRETE TRAFFIC RAILING BARRIER SHOULDER WL SPREAD FOOTING INDEX 410 75.33 LF SUBSTRUCTURE "400-2-5 CLASS 11 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- ABUTMEND t EA 75 LF "455-343A PRESTRESSED PILE 18' S UARE X 60'-0" MINUMUM(ABUTMENT) 33 1980 LF "455-34-3B PRESTRESSED PILE 14" SQUARE X 30'-0" MINUMUM NG BEN 12 EA 360 LF "`455-34-3C PRESTRESSED PILE 18" SQUARE X 100'-0' MINUMUM EST PILE- INTERMEDIATE BEN 1 EA 100 LF "455-34-3D I PRESTRESSED PILE 18" SQUARE X 60'-0" MINUMUM DEBRIS PILE- INTERMEDIATE BEN 120 LF '"455-34-3E IPRESTRESSED PILE 16" SQUARE X 85'-0" MINUMUM ST PILE- INTERMEDIATE BENT 41 EA 3485 LF "455.13-3 18" 8'-0 14'-0" S EET WALL 560 LF SIDEWALKS AND MEDIANS '400-24A - CLASS 11 CONCRETE - 164 CY "41514 I FORCING STEEL 7252 LBS r 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 37REET OVER LATERAL 'A' CANAL 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE 460-702 ALUMINUM BICYCLE BULLETE BARRIER RAILING 41 LF 521-51 CONCRETE TRAFFIC RAILING BARRIER- 2" F SHAPE 41 LF 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 11 CONCRETE 6 CY 415-1-9A REINFORCING STEEL 2553 LBS APPROACH SLABS 400-2-10 CLASS II CONCRETE 58 CY 4151-9 REINFORCING STEEL 11380 LBS 7152-117 4" PVC CONDUIT 156 LF (') a 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 FM# d3A979-15A-01. d36379- JU42 (') = Non -Participating Items (") = Converting to Lump Sum ITEM ESTIMATED QTYS UNIT PHASE 119 STA 354+00 TO STA 444+57.04 101-1 MOBILIZATION I DEMOBILIZATION 1 LS 102-1 MAINTENANCE OF TRAFFIC 1 LS •102-14 ITRAFFIC CONTROL OFFICER 500 PH 104-2 PREVENT CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION 1 LS 110-1-1 CLEARING AND GRUBBING 86 AG 110-7-1 MAILBOX F81 40 EA 120-1 REGULAR EXCAVATION 81595 CY 120A SUBSOIL EXCAVATION 3198 CY 120-5 CHANNEL EXCAVATION 890 CY 120-6 EMBANKMENT 128124 CY 160-4 TYPE B STABILIZATION 123552 SY 285-709 OPTIONAL BASE BASE GROUP 9 108050 By 286-1 TURNOUT CONSTRUCTION 2320 BY 327-70-01 MILLING EXISTING ASPHALT PAVEMENT 1' AVG. DEPTH 118 SY 334-1-13 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 11 CONCRETE ENDWALL 126 CY 400-4-1 REINFORCED CONCRETE BOX CULVERT 12' X 10' 72 LF - 415-1-1 REINFORCING STEEL (ROADWAY) 010 LB 425-1-3 425-1-351 INLET CURB TYPE P-5 <10' 32 EA 425-1-361 INLET, CUB TYPE P-6 <iW 20 EA 426-1.451 INLET, CURB TYPE J5 <Ur 6 EA 425-1-452 INLET CURB TYPE J-5 >l(r 4 EA 425-1452A INLETS CU R13 PE J >10 CONTROL STRUCTURE W/ INTERNAL WEIR 1 EA 425-IA61 INLET CURB, TYPE J-6 < 10' 11 EA 425-1-462 INLET CURB TYPE J-6> 10' 1 EA 425-1-521 IINLET. DITCH BOTTOM, TYPE C < 10' 18 EA 425-1-52fA INLET DITCH BOTTOM, TYPE C < 10 CONTROL STRUCTURE W1 EXTERNAL SKIMMER 3 EA 425-1-531 INLETS T BO TYPE C MOD. <10 BACK OF SWK INLET) 2 EA 425-1-541 INLETS, DITCH BOTTOM. TYPE D < 10' 2 EA 425-1-541A INLETS DITCH BOTTOM), TYPE D < 10' CONTROL STRUCTURE W1 EXTERNAL SKIMMER 5 EA 425-1-543 INLETS T BO PED <t 1 J BOTTOM 2 EA 425-1-569 INLETS DITCH BOTTO E >t CONTROL STRUCTURE Wl INTERNAL WEIR 2 EA 425-1-581 INLETS T BOT PE H <10' CONTROL STRUCTURE W/ INTERNAL WEIR 1 EA 425-1-713 INLETS GUTTER(VALLEY) J -BOTTOM 1 EA 425-1-910 INLETS GUTTER CLOSED FLUME 1 EA 425-2-61 MANHOLES, P-8 <10 3 EA 425-2-71 MANHOLES J-7 <t CONFLICT STRUCTURE 1 EA 425-2-72 MANHOLES J-7 >4 1 EA 430-175-115 PIPE CULVERT RCP ROUND 15'SS 433 LF 430-175-118 PIPE CULVERT RCP ROUND(18-SS) 6981 LF 430-175-118A PIPE CULVERT CAP ROUND) (18"SS) 120 LF 430-175-124 PIPE CULVERT RCP ROUND(24-SS) 2387 LF 430-175-124A PIPE CULVERT CAP ROUND(24-SS) 112 LF 430.175-130 PIPE CULVERT RCP ROUND 30'SS 3419 LF 430-175-130A PIPE CULVERT CAP ROUND 30" SS 62 LF 430-175-136 PIPE CULVERT RCP ROUND 36 -SS 2640 LF 430-175-136A PIPE CULVERT CAP ROUND 6"SS) 40 LF 430-175-142 PIPE CULVERT RCP ROUND(42-SS) 115 LF 430-175-142A PIPE CULVERT CAP ROUND(42-SS) 40 LF 430-175-148 PIPE CULVERT RCP ROUND(48-SS) 240 LF 430-175-148A PIPE CULVERT CAP ROUND 48"SS 20 LF 430-175.160 PIPE CULVERT RCP ROUND) (6WSS) 1470 LF 430-175-166 PIPE CULVERT RCP ROUND 66"S 408 LF 430-175-215 PIPE CULVERT ERC (12"X 18" SS 60 LF 430-175-218 PIPE CULVERT ERC 14" X 23" SS 239 LF 430-175-236 PIPE CULVERT ERC (29"X 45' SS 374 LF 430-9643 PVC PIPE 8-) (SCH M 1678 LF 430-982-123 MITERED END SECTION CONC. 15" CD 7 EA 430-982-125 . 18' CD 15 430 982 623 IMITERED MITERED END SECTION CONIC. 12"X18" CD 2 EA (') = Non -Participating Items (") = Converting to Lump Sum A TRUE COPY CERTIFICATION ON LAST PAGE EXHIBIT A J.R. SMITH, CLERK DELIVERABLES 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL rlUll AlA17QA-Shclt. d1627Q-1-;A-n7 (`) = Non -Participating Items (•') = Converting to Lump Sum ITEM ESTIMATED UNIT NIT 430-982-625 MITERED END SECTION CONC. 14"X23" CD 7 EA 440-1-20 UNDERDRAIN 815 LF 60 ROCK DRAIN w 520-1-10 CONCRETE CURB & GUTTER TYPE f 26742 LF 520-1-11 lCONCRETE CURB & GUTTER PE F MOD. 14915 LF 522-2 CONCRETE SIDEWALK 6" THICK 13897 SY 527-2 DETECTABLE WARNINGS 167 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 536485-30 GUARDRAIL END ANCHORAGE ASSEMBLY ET -2000 4 _ EA 550 -1D -110A FENCING A 5.0' STANDARD 256 LF 55010-1108 FENCING TYPE A 4.0' STANDARD 32B LF 55010-220 FENCING 8 6.0' STANDARD 661 LF 550-10-222 FENCING B 6.0' WITH VINYL COATING 4563 LF 55010-410A FENCING OD 4.0' 3 RAIL SPLIT RAIL 267 LF 55010-4108 FENCING OD 5.0' 3 RAIL SPLIT RAIL 696 LF 55060213 FENCE GATE PE B SINGLE 16.0' OPENING 1 EA 550-60-225 FENCE GATE TYPE B DOUBLE 24.0' OPENING 4 EA 55060-912 FENCE GATE(WOOD) SINGLE 10.0' OPENING 1 EA 5701-2A PERFORMANCE TURF SOD BAHIA 175168 SY 'COMBINED LANDSCAPING 1 LS •59070 IRRIGATION SYSTEM 1 LS 5302-11A CONDUIT OPEN TRENCH d 2 8100 LF B CONDUIT OPEN TRENCH F 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 533-2-32 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 PIAL AND SPLICE BOX (F&I) (30• X 48" Sl ACK BOX 3 EA 6302-111 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 8 0 2 PI 632-7-8 CABLE SIGNAL(REMOVE) INTERSECTION 1 PI 635-2-11 PULL BOX F & I FIC SIGNAL 36 EA 639-1-111 ELECTRICAL POWER SERVICE(SIGNALS) ABOVE GROUND METER PURCHASED BY 2 AS 639-1-610 L R SERVICE (SIGNALS) (ABOVE GROUND) (REMOVE) 1 AS 639-2-1 ELECTRICAL SERVICE VIRE IF & I 2 LS 639-3-11 ELECTRICAL SERVICE DISCONNECT F d POLE MOUNTED 2 EA 641-2-12 PRESTRESSED CONC. POLE F & I TYPE 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 549-31-106 MAST ARM F & I VIAND SPEED 150 W/O BACKPLATES LUMINAIRE ARM LENGTH 361 1 EA 649-31-107 IMAST ARM IF & I WIND SPEED 150 W/0 BACKPLATES W/ LUMINAIRE ARM LENGTH 46' 1 EA 649-31-108 MAST ARM IF & I WAND SPEED 150 W/0 BACKPLATFS W/ LUMINAIRE ARM LENGTH 601 3 EA 64031-109 MAST ARM IF & 1 WIND SPEED 150 W/O BACKPLATES W/ LUMINAIRE ARM LENGTH 70.51 3 EA 6501-14 TRAFFIC SIGNAL F & 1 3 -SECTION 1 -WAY STANDARD(POLYCARBONAfE) 12 AS 6501-16 TRAFFIC SIGNAL IF & I ALUMINUM 4 -SECTION 1 -WAV 4 AS 6501-18 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 6604-11 IVEHICLE DETECTION SYSTEM F & I DEO CABINET EQUIPMENT 2 EA 660-412 VEHICLE DETECTION SYSTEM IF & I DEO ABOVE GROUND EQUIPMENT) 8 EA 565-1-11 PEDESTRIAN DETECTOR F d TAL MOUNTED) 12 EA 6705-111 _ _ TRAFFIC CONTROLLER ASSEMBLY F & 1 NEMA TYPE 5 ONE PREEMPTION PLAN 2 AS 6705-600 TRAFFIC CONTROLLER ASSEMBLY(REMOVE - CONTROLLER WITH CABINET 1 AS 682-1-133 ITS CCTV CAMERA F & I DOME ENCLOSURE NON -PRESSURIZED IP HD 4 EA 684-1-1 MANNGED FIELD ETHERNET SWITCH IF & I 2 EA 6851-13 1UNITERUPTABLE POWER SUPPLY IF & I LINE INTERACTIVE 2 EA 700-522 INTERNALLY ILLUMINATGED SIGN F & OVERHEAD MOUNT 12-18 SF 8 EA 7001-11 SINGLE POST SIGN IF & LESS THAN 12SF 75 AS 7002-12 MULTI -POST SIGN IF & 1 LESS THAN 12 - 20 SF 4 AS 705104 OBJECT MARKER TYPE 4 12 FA 70G3 RETROREFLECTIVE,STD WHITE SOLID 6" 18111 EA (`) = Non -Participating Items (•') = Converting to Lump Sum STATE OF FLORIDA INDIAN RIVER COUNTY THIS CERTIFY THAT THIS IS A TRUE AND CORRECT COPY E ORIGINAL ON F IN TH JEFF Y R MI C EXHIBIT A 6Y D.C. DELIVERABLES DATE I 66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET INDIAN RIVER COUNTY, FL FMM d3R37A-1-Rd.01. d3937A-1-KA-02 CEI CLASSIFICATIONS SR. PRMECT ENGINEER PROJECT ADMINISTRATOR ASSISTANT PROTECT AOMiNISTRATOR SR INSPECTOR INSPECTOR INSPECTOR AIDE CONTRACT SUPPORT SPECIALIST I CSS, QUALITY CONTROL (QC) MANAGER EART+IWORK CONSTRUCTION INSPECTOR VEL 2 EARTHWbRK CONSTRUCTION INSPECTOR LEVEL 2 ASPHALT PAVING TECHNiCIA% LEVEL ASPHALT PAVING TECHNICIAN LEVEL 2 ITEM ESTIMATED NIT 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 1561 L 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'/6'-10' 6" 2471 LF 715-1-11 LIGHTING CONDUCTORS IF 8 I NSULATED NO. 10 OR< 3735 LF •570-1-2B PERFORMANCE TURF SOD ST AUGUSTINE'FLORATAM' 16355 SY •580-1-1 LANDSCAPE SMALL PLANTS 1 LS •580-1-2 LANDSCAPE GE PLANTS 1 LS '580-12-10 FLORA MULCH 3" DEPTH 717 CY '162-1-3 PREPARED SOIL LAYER SPECIAL DEPTN 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 40D-2-4 CONCRETE CLASS II SUPERSTRUCTURE 9 CY 400-2-5 CONCRETE CLASS 11, SUBSTRUCTURE 136 CY 400-2-10 CONCRETE CLASS II APPROACH SLABS 99 CY 400-44 CONCRETE CLASS IVSUPERSTRUCTURE 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 Lo 450-3-14 PRESTRESSED SLAB UNITS, WIDTH 48" THICKNESS 18" 40 LF 450-324 PRESTRESSED SLAB UNITS WIDTH 60" THICKNESS 18" 515 LF 46634-3 PRESTRESSED CONCRETE PILING 18" SO 1560 LF 455-143-3 TEST PILES -PRESTRESSED CONCRETE 18" SQ 150 LF 458-1-11 BRIDGE DECK EXPANSION JOINT NEW CONSTRUCTION F 8 1 POURED JOINT WITH BACKER ROD 138 LF 521-5-1 I RAJLING- BRIDGE 32" F -SHAPE 82 LF 521-5-5 CONCRETE TRAFFIC RAILING- BRIDGE 42" VERTICAL FACE 78 LF 65TH STREET OVER LATF-RAL '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 II APPROACH SLABS 99 CY 400--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 450314 PRESTRESSED SLAB UNITS WIDTH 48" THICKNESS 18" 40 LF 450-324 PRESTRESSED SLAB UNITS, WIDTH 60" THICKNESS 18" 515 LF 455-343 PRESTRESSED CONCRETE PILING 18" SQ 1560 LF 455-1433 TEST PILES -PRESTRESSED CONCRETE 18" SQ 150 LF 456-1-11 BRIDGE DECK EXPANSION JOINT NEW CONSTRUCTION F 8 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 V99-1 CONSTRUCTION LAYOUT/ RECORD/ AS -BUILT DRAWINGS BY REGISTERED SURVEYOR 1 LS CEI CLASSIFICATIONS SR. PRMECT ENGINEER PROJECT ADMINISTRATOR ASSISTANT PROTECT AOMiNISTRATOR SR INSPECTOR INSPECTOR INSPECTOR AIDE CONTRACT SUPPORT SPECIALIST I CSS, QUALITY CONTROL (QC) MANAGER EART+IWORK CONSTRUCTION INSPECTOR VEL 2 EARTHWbRK CONSTRUCTION INSPECTOR LEVEL 2 ASPHALT PAVING TECHNiCIA% LEVEL ASPHALT PAVING TECHNICIAN LEVEL 2