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66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET
<br />INDIAN RIVER COUNTY, FL
<br />FM# 436379-1-54-01.436379-1-54-02
<br />27
<br />ITEM
<br />ESTIMATED
<br />OTYS
<br />UNIT
<br />PHASE 1A: STA 294+93 TO STA 354+00
<br />ROADWAY IMPROVEMENTS
<br />101-1
<br />MOBILIZATION
<br />1
<br />LS
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />1
<br />LS
<br />"102-14
<br />TRAFFIC CONTROL OFFICER OFF DU
<br />500
<br />PH
<br />'IRC 1
<br />FIELD OFFICE
<br />1
<br />LS
<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 />1
<br />LS
<br />110-7-1
<br />MAILBOX F&I
<br />3
<br />EA
<br />120-1
<br />REGULAR EXCAVATION
<br />5801
<br />CY
<br />1204
<br />SUBSOIL EXCAVATION
<br />1000
<br />CY
<br />120-5
<br />CHANNEL EXCAVATION LAKE EXCAVATION
<br />35755
<br />CY
<br />120-6
<br />EMBANKMENT, COMPACTED IN PLACE
<br />89721
<br />CY
<br />121-70
<br />FLOWABLE FILL
<br />100
<br />CY
<br />1604
<br />TYPE B STABILIZATION SHOULDER LBR-40)
<br />82243
<br />SY
<br />285-7-09
<br />OPTIONAL BASE, BASE GROUP 09
<br />64018
<br />SY
<br />286-1
<br />TURNOUT CONSTRUCTION
<br />619
<br />SY
<br />286-2
<br />TURNOUT CONSTRUCTION - ASPHALT
<br />135
<br />TN
<br />334-1-13
<br />SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C 1-3/4" THICK
<br />6162
<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 />4401
<br />TN
<br />339-1
<br />MISCELLANEOUS ASPHALT PAVEMENT
<br />56
<br />TN
<br />350-3-1
<br />PLAIN CEMENT CONCRETE 6"
<br />743
<br />SY
<br />400-1-2
<br />CONCRETE CLASS I ENDWALLS
<br />18
<br />CY
<br />425-1-351
<br />INLET, CURB, TYPE P-5, <10'
<br />8
<br />EA
<br />425-1-361
<br />INLET, CURB, TYPE P-6, <10'
<br />13
<br />EA
<br />425-1-451
<br />INLET, CURB, TYPE J-5, <10'
<br />3
<br />EA
<br />IRC 3
<br />CONFLICT STRUCTURE
<br />2
<br />EA
<br />425-1-461
<br />INLET, CURB, TYPE J-6 < 10'
<br />4
<br />EA
<br />425-1-521
<br />INLET, DITCH BOTTOM, TYPE C < 10'
<br />8
<br />EA
<br />IRC2
<br />CONTROLSTRUCTURE
<br />3
<br />EA
<br />425-2-41
<br />MANHOLES, P-7, < 10'
<br />3
<br />EA
<br />425-2-71
<br />MANHOLES J-7 < 10'
<br />1
<br />EA
<br />425-2-72
<br />MANHOLES, J-7, > 10'
<br />1
<br />EA
<br />425-2-73
<br />MANHOLES, J-7, PARTIAL
<br />1
<br />EA
<br />430-175-118
<br />PIPE CULVERT. OPTION MATERIAL, ROUND, 18"S/CQ RCP
<br />2356
<br />LF
<br />430-175-118A PIPE CULVERT. OPTION MATERIAL, ROUND, 18"S/CD CAP
<br />140
<br />LF
<br />430-175-124
<br />PIPE CULVERT. OPTION MATERIAL, ROUND, 24"S/Cd RCP
<br />1191
<br />LF
<br />430-175-124A PIPE CULVERT. OPTION MATERIAL, ROUND, 24"S/CD CAP
<br />60
<br />LF
<br />430-175-130
<br />PIPE CULVERT. OPTION MATERIAL, ROUND, 30"S/CD RCP
<br />1398
<br />LF
<br />430-175-130A PIPE CULVERT. OPTION MATERIAL, ROUND, 30"S/CD CAP
<br />20
<br />LF
<br />430-175-136
<br />PIPE CULVERT. OPTION MATERIAL, ROUND, 36"S/CD RCP
<br />799
<br />LF
<br />430-175-142
<br />PIPE CULVERT. OPTION MATERIAL, ROUND, 42"S/CD RCP
<br />600
<br />LF
<br />430-175-148
<br />PIPE CULVERT. OPTION MATERIAL, ROUND, 48"S/CQ RCP
<br />392
<br />LF
<br />430-175-360
<br />PIPE CULVERT. OPTION MATERIAL, ROUND, 48" X 76" S/CD RCP
<br />197
<br />LF
<br />430-175-160
<br />PIPE CULVERT. OPTION MATERIAL, ROUND, 60"S/CD RCP
<br />80
<br />LF
<br />430-175-166
<br />PIPE CULVERT OPTION MATERIAL, ROUND, 66" S/CD RCP
<br />141
<br />LF
<br />430-175-175
<br />PIPE CULVERT OPTION MATERIAL ROUND 72" S/CD RCP
<br />64
<br />LF
<br />IRC 4
<br />PIPE CULVERT, SCHEDULE 80 PVC, ROUND, 8"
<br />31
<br />LF
<br />430-982-125
<br />MITERED END SECTION RCP 18"
<br />18
<br />EA
<br />440-1-10
<br />UNDERDRAIN WITH SOCK FILTER 4" DIAMETER
<br />697
<br />LF
<br />440-1-10A
<br />UNDERDRAIN WITH SOCK FILTER 8" DIAMETER
<br />257
<br />LF
<br />440-7-34
<br />UNDERDRAIN WITH SOCK FILTER 10" DIAMETER
<br />27
<br />LF
<br />440-7-35
<br />UNDERDRAIN WITH SOCK FILTER 12" DIAMETER
<br />48
<br />LF
<br />514-71-2
<br />PLASTIC FILTER FABRIC STABILIZATION
<br />351
<br />SY
<br />520-1-7
<br />CONCRETE CURB AND GUTTER TYPE E MODIFIED
<br />368
<br />LF
<br />520-1-10
<br />CONCRETE CURB AND GUTTER, TYPE F
<br />24341
<br />LF
<br />522-2
<br />CONCRETE SIDEWALK FIBER REINFORCED 6" THICK
<br />5572
<br />SY
<br />'523-2
<br />PATTERNED PAVEMENT CONCRETE, NON -VEHICULAR AREAS
<br />3160
<br />SY
<br />527-2
<br />DETECTABLE WARNINGS
<br />80
<br />SF
<br />530-3-3
<br />RIPRAP, RUBBLE, BANK AND SHORE
<br />1156
<br />TN
<br />536-1-1
<br />GUARDRAIL ROADWAY INCLUDES PIPE RAIL FULL LENGTH
<br />1867
<br />LF
<br />536-8
<br />GUARDRAIL- BRIDGE ANCHORING ASSEMBLY FURNISH AND INSTALL
<br />1
<br />EA
<br />536-73
<br />GUARDRAIL REMOVAL
<br />280
<br />LF
<br />27
<br />
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