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A TRUE COPY <br />CERTIFICATION ON LAST PAGE <br />EXHIBIT J.R. SMITH, CLERK <br />DELIVERABLES <br />66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET <br />INDIAN RIVER COUNTY, FL <br />FM# d3A979-15A-01. d36379- JU42 <br />(') = Non -Participating Items <br />(") = Converting to Lump Sum <br />ITEM <br />ESTIMATED <br />QTYS <br />UNIT <br />PHASE 119 STA 354+00 TO STA 444+57.04 <br />101-1 <br />MOBILIZATION I DEMOBILIZATION <br />1 <br />LS <br />102-1 <br />MAINTENANCE OF TRAFFIC <br />1 <br />LS <br />•102-14 <br />ITRAFFIC CONTROL OFFICER <br />500 <br />PH <br />104-2 <br />PREVENT CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION <br />1 <br />LS <br />110-1-1 <br />CLEARING AND GRUBBING <br />86 <br />AG <br />110-7-1 <br />MAILBOX F81 <br />40 <br />EA <br />120-1 <br />REGULAR EXCAVATION <br />81595 <br />CY <br />120A <br />SUBSOIL EXCAVATION <br />3198 <br />CY <br />120-5 <br />CHANNEL EXCAVATION <br />890 <br />CY <br />120-6 <br />EMBANKMENT <br />128124 <br />CY <br />160-4 <br />TYPE B STABILIZATION <br />123552 <br />SY <br />285-709 <br />OPTIONAL BASE BASE GROUP 9 <br />108050 <br />By <br />286-1 <br />TURNOUT CONSTRUCTION <br />2320 <br />BY <br />327-70-01 <br />MILLING EXISTING ASPHALT PAVEMENT 1' AVG. DEPTH <br />118 <br />SY <br />334-1-13 <br />SUPERPAVE ASPHALTIC CONCRETE SP 12.5(TRAFFIC C 1.75" <br />11959 <br />TN <br />337-7-82 <br />TYPE FC -9.5 ASPHALT CONCRETE FRICTION COURSE TRAFFIC C PG 76.22 PMA 1-1/4" THICK <br />5980 <br />TN <br />339-1 <br />MISCELLANEOUS APSHALT PAVEMENT <br />34 <br />TN <br />400-1-2 <br />CLASS I CONCRETE ENDWALL <br />13 <br />CY <br />400-2-2 <br />CLASS 11 CONCRETE ENDWALL <br />126 <br />CY <br />400-4-1 <br />REINFORCED CONCRETE BOX CULVERT 12' X 10' <br />72 <br />LF <br />- <br />415-1-1 <br />REINFORCING STEEL (ROADWAY) <br />010 <br />LB <br />425-1-3 <br />425-1-351 <br />INLET CURB TYPE P-5 <10' <br />32 <br />EA <br />425-1-361 <br />INLET, CUB TYPE P-6 <iW <br />20 <br />EA <br />426-1.451 <br />INLET, CURB TYPE J5 <Ur <br />6 <br />EA <br />425-1-452 <br />INLET CURB TYPE J-5 >l(r <br />4 <br />EA <br />425-1452A <br />INLETS CU R13 PE J >10 CONTROL STRUCTURE W/ INTERNAL WEIR <br />1 <br />EA <br />425-IA61 <br />INLET CURB, TYPE J-6 < 10' <br />11 <br />EA <br />425-1-462 <br />INLET CURB TYPE J-6> 10' <br />1 <br />EA <br />425-1-521 <br />IINLET. DITCH BOTTOM, TYPE C < 10' <br />18 <br />EA <br />425-1-52fA <br />INLET DITCH BOTTOM, TYPE C < 10 CONTROL STRUCTURE W1 EXTERNAL SKIMMER <br />3 <br />EA <br />425-1-531 <br />INLETS T BO TYPE C MOD. <10 BACK OF SWK INLET) <br />2 <br />EA <br />425-1-541 <br />INLETS, DITCH BOTTOM. TYPE D < 10' <br />2 <br />EA <br />425-1-541A <br />INLETS DITCH BOTTOM), TYPE D < 10' CONTROL STRUCTURE W1 EXTERNAL SKIMMER <br />5 <br />EA <br />425-1-543 <br />INLETS T BO PED <t 1 J BOTTOM <br />2 <br />EA <br />425-1-569 <br />INLETS DITCH BOTTO E >t CONTROL STRUCTURE Wl INTERNAL WEIR <br />2 <br />EA <br />425-1-581 <br />INLETS T BOT PE H <10' CONTROL STRUCTURE W/ INTERNAL WEIR <br />1 <br />EA <br />425-1-713 <br />INLETS GUTTER(VALLEY) J -BOTTOM <br />1 <br />EA <br />425-1-910 <br />INLETS GUTTER CLOSED FLUME <br />1 <br />EA <br />425-2-61 <br />MANHOLES, P-8 <10 <br />3 <br />EA <br />425-2-71 <br />MANHOLES J-7 <t CONFLICT STRUCTURE <br />1 <br />EA <br />425-2-72 <br />MANHOLES J-7 >4 <br />1 <br />EA <br />430-175-115 <br />PIPE CULVERT RCP ROUND 15'SS <br />433 <br />LF <br />430-175-118 <br />PIPE CULVERT RCP ROUND(18-SS) <br />6981 <br />LF <br />430-175-118A PIPE CULVERT CAP ROUND) (18"SS) <br />120 <br />LF <br />430-175-124 <br />PIPE CULVERT RCP ROUND(24-SS) <br />2387 <br />LF <br />430-175-124A PIPE CULVERT CAP ROUND(24-SS) <br />112 <br />LF <br />430.175-130 <br />PIPE CULVERT RCP ROUND 30'SS <br />3419 <br />LF <br />430-175-130A PIPE CULVERT CAP ROUND 30" SS <br />62 <br />LF <br />430-175-136 <br />PIPE CULVERT RCP ROUND 36 -SS <br />2640 <br />LF <br />430-175-136A PIPE CULVERT CAP ROUND 6"SS) <br />40 <br />LF <br />430-175-142 <br />PIPE CULVERT RCP ROUND(42-SS) <br />115 <br />LF <br />430-175-142A PIPE CULVERT CAP ROUND(42-SS) <br />40 <br />LF <br />430-175-148 <br />PIPE CULVERT RCP ROUND(48-SS) <br />240 <br />LF <br />430-175-148A PIPE CULVERT CAP ROUND 48"SS <br />20 <br />LF <br />430-175.160 <br />PIPE CULVERT RCP ROUND) (6WSS) <br />1470 <br />LF <br />430-175-166 <br />PIPE CULVERT RCP ROUND 66"S <br />408 <br />LF <br />430-175-215 <br />PIPE CULVERT ERC (12"X 18" SS <br />60 <br />LF <br />430-175-218 <br />PIPE CULVERT ERC 14" X 23" SS <br />239 <br />LF <br />430-175-236 <br />PIPE CULVERT ERC (29"X 45' SS <br />374 <br />LF <br />430-9643 <br />PVC PIPE 8-) (SCH M <br />1678 <br />LF <br />430-982-123 <br />MITERED END SECTION CONC. 15" CD <br />7 <br />EA <br />430-982-125 <br />. 18' CD <br />15 <br />430 982 623 <br />IMITERED <br />MITERED END SECTION CONIC. 12"X18" CD <br />2 <br />EA <br />(') = Non -Participating Items <br />(") = Converting to Lump Sum <br />