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A TRUE COPY
<br />CERTIFICATION ON LAST PAGE
<br />RYAN L. BUTLER, CLERK
<br />Deliverables Exhibit A
<br />444270-1-54-01
<br />43RD AVENUE FROM 12TH STRFFT T() 1RTH STRFFT
<br />Pay Item
<br />Pay Item Description
<br />Quantity
<br />101-1
<br />MOBILIZATION/DEMOBILIZATION
<br />LS
<br />1
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />LS
<br />1
<br />104-2
<br />PREVENTION, CONTROL, & ABATEMENT OF EROSION & WATER
<br />POLLUTION
<br />LS
<br />1
<br />110-1-1
<br />CLEARING AND GRUBBING
<br />LS
<br />1.0
<br />110-7-1
<br />MAIL BOX (F&I)
<br />EA
<br />15
<br />120-1
<br />REGULAR EXCAVATION
<br />CY
<br />2,424.00
<br />120-6
<br />EMBANKMENT
<br />CY
<br />3,034
<br />160-4
<br />TYPE'B' STABILIZATION
<br />SY
<br />7,800
<br />210-1-2A
<br />REWORKING EXISTING BASE
<br />SY
<br />12,390
<br />285-706
<br />OPTIONAL BASE GROUP 06 CEMENTED COQUINA, LBR 100, 8"
<br />SY
<br />5,900
<br />285-716
<br />OPTIONAL BASE GROUP 18 CEMENTED COQUINA, LBR 100, 18"
<br />SY
<br />300
<br />327-70-13
<br />MILLING EXISTING ASPHALT PAVEMENT 1.75"
<br />SY
<br />12,390
<br />334-1-13
<br />SUPERPAVE ASPHALT CONCRETE SP -12.5 TRAFFIC C 1.5"
<br />TN
<br />1,591
<br />337-7-82
<br />ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5) (TRAFFIC C, PG 76-
<br />22) (1.0"
<br />TN
<br />1,070
<br />400-0-11
<br />CLASS NS CONCRETE GRAVITY WALL SCHEME 2
<br />CY
<br />270
<br />400-153
<br />NON -SHRINK GROUT
<br />CF
<br />630
<br />400-2-1A
<br />CONCRETE, CLASS II 4,000 PSI CONCRETE COLLARS
<br />EA
<br />4
<br />400-91A
<br />CONSTRUCTION DEWATERING
<br />LS
<br />1
<br />425-1-521
<br />INLETS, DT BOT, TYPE'C', < 10'
<br />EA
<br />11
<br />425-1-551
<br />INLETS, DT BOT, TYPE'E', < 10'
<br />EA
<br />31
<br />425-1-551A
<br />INLETS, DT BOT, TYPE 'E', < 10' w/ CONC. APRON
<br />EA
<br />1
<br />425-2-41
<br />MANHOLE, TYPE 7 W/ P -BOTTOM <10' w/ 3' DIA. RING & COVER
<br />EA
<br />4
<br />425-2-61
<br />MANHOLE, TYPE 8 W/ P -BOTTOM <10' w/ T DIA. RING & COVER
<br />EA
<br />3
<br />425-6
<br />ADJUST VALVE BOX
<br />EA
<br />12
<br />430-175-118
<br />PIPE CULVERT, ROUND, 18" REINFORCED CONCRETE PIPE CL III , S/CD
<br />LF
<br />1,284
<br />430-175-124
<br />PIPE CULVERT, ROUND, 24" REINFORCED CONCRETE PIPE CL III , S/CD
<br />LF
<br />3,348
<br />430-175-124A
<br />PIPE CULVERT, ROUND, 24" CORRUGATED ALLUMINUM PIPE (12
<br />GAUGE), S/CD
<br />LF
<br />50
<br />430-175-130
<br />PIPE CULVERT, ROUND, 30" REINFORCED CONCRETE PIPE CL III , S/CD
<br />LF
<br />668
<br />430-175-215
<br />PIPE CULVERT, ELLIPTICAL, 12"x18" REINFORCED CONRETE PIPE (CL
<br />III), S/CD
<br />LF
<br />40
<br />430-175-230
<br />PIPE CULVERT, ELLIPTICAL, 24"x38" REINFORCED CONCRETE PIPE (CL
<br />III), S/CD
<br />LF
<br />49
<br />430-175-260
<br />PIPE CULVERT, ELLIPTICAL, 48"x76" REINFORCED CONCRETE PIPE (CL
<br />111), S/CD
<br />LF
<br />136
<br />430-982-125
<br />MITERED END SECTION 18" ROUND 4:1 CD
<br />EA
<br />2
<br />430-984-623
<br />MITERED END SECTION 12"x18" ELLIPTICAL 4:1 SD
<br />EA
<br />2
<br />515-1-2
<br />PIPE HANDRAIL - GUIDERAIL ALUMINUM
<br />LF
<br />840
<br />520-1-10
<br />CONCRETE CURB AND GUTTER TYPE F 3000 PSI MIN.
<br />LF
<br />206
<br />522-2
<br />CONCRETE SIDEWALK AND DRIVEWAYS (6" THICK) (FIBER
<br />REINFORCED) (3000 PSI MIN.
<br />SY
<br />5,104
<br />527-2
<br />DETECTABLE WARNINGS
<br />SF
<br />576
<br />530-3-4
<br />RIPRAP - RUBBLE (F&I) (DITCH LINING
<br />TN
<br />175
<br />570-1-1
<br />PERFORMANCE TURF SOD BAHIA
<br />SY
<br />15,100
<br />630-2-12A
<br />CONDUIT (F&I) (DIRECTIONAL BORE 2-2" PVC
<br />LF
<br />2,646
<br />630-2-100
<br />CONDUIT (RELOCATE CONDUIT WITH FIBER/WIRE REMAINING
<br />OPERATIONAL)
<br />LF
<br />50
<br />633-1-121
<br />FIBER OPTIC CABLE (F&I) (UNDERGROUND 12 STRAND
<br />LF
<br />75
<br />633-1-124
<br />FIBER OPTIC CABLE (F&I) (UNDERGROUND 144 STRAND
<br />LF
<br />4,542
<br />633-1-620
<br />FIBER OPTIC CABLE REMOVE UNDERGROUND 96 STRAND
<br />LF
<br />1,377
<br />633-2-31
<br />FIBER OPTIC CONNECTION (F&I) (SPLICE
<br />EA
<br />204
<br />633-2-32
<br />FIBER OPTIC CONNECTION (F&I) (TERMINATION
<br />EA
<br />108
<br />635-2-12
<br />PULL & SPLICE BOX (F&I) (24'X36" PULL BOX 24" DEEP
<br />EA
<br />4
<br />635-2-15
<br />PULL & SPLICE BOX (F&I) (30"X48" SLACK BOX 24" DEEP
<br />EA
<br />2
<br />700-1-111
<br />SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF
<br />EA
<br />5
<br />700-1-112
<br />SINGLE POST SIGN, F&I, GROUND MOUNT, 12 TO 20 SF
<br />EA
<br />11
<br />706-1-3
<br />RETRO -REFLECTIVE PAVEMENT MARKERS RPMs
<br />EA 1
<br />149
<br />
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