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ITEMIZED BID SCHEDULE
<br />PROJECT NAME. WATERS EDGE CULVERT REPLACEMENT * ADDENDdM 1 5 114124
<br />PROJECT NO. IRC -2201 BID NO. 2024046
<br />BIDDER'S Name:
<br />' Item Nom c. - :; -„ .•: , - - - ..
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<br />INDIAN RIVER COUNTY
<br />101-1
<br />MOBILIZATION DEMOBILIZATION
<br />LS
<br />1
<br />91,940.00
<br />S1,940.00
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />10,460.00
<br />1 0,460.00
<br />104-2
<br />PREVENTION, CONTROL, & ABATEMENT OF EROSION & WATER POLLUTION
<br />LS
<br />1
<br />7,520.00
<br />,520.00
<br />110-1-1
<br />CLEARING AND GRUBBING
<br />L5
<br />1
<br />10,315.00
<br />1 D,315.00
<br />120.1
<br />REGULAR EXCAVATION
<br />CY
<br />200
<br />32
<br />120-6
<br />EMBANKMENT
<br />CY
<br />100
<br />38.00
<br />3,800.00
<br />• 285-716
<br />OPTIONAL BASE GROUP I6- CEMENTED COQUINA (LBR-100 16"
<br />SY
<br />220
<br />97.75
<br />21,505.00
<br />286-1
<br />ASPHALTAPRON DRIVEWAY CONSTRUCTION
<br />SY
<br />100
<br />140.00
<br />14,000.00
<br />327-70.1
<br />ASPHALT PAVEMENT MILLING 1"
<br />SY
<br />2370
<br />6.25
<br />14 812.50
<br />334-1-53A
<br />SUPERPAVE ASPHALT CONCRETE SP -9.5 TRAFFIC PG76-22(1")
<br />TON
<br />140
<br />278.00
<br />38,920.00
<br />• 334-1-53B
<br />SUPERPAVE ASPHALT CONCRETE SP -12.5) AFFICC)(PG76-22)(2-1 2"
<br />TON
<br />32
<br />380.00
<br />12,160.00
<br />400-4-1
<br />PRECAST CONCRETE BOX CULVERT 9'X6' INCLUDING ENDWALLS
<br />IF
<br />72
<br />4,825.00
<br />+,400.00
<br />425-1-521
<br />DITCH BOTTOM INLET (TYPE C) (<10'
<br />EA
<br />1
<br />7,870.00
<br />7,870.00
<br />430-175-112
<br />CONCRETE PIPE CULVERT ROUND 12"5/CD CL III
<br />LF
<br />B
<br />270.00
<br />2,160,00
<br />430-175-224A
<br />CONCRETE PIPE CULVERT ROUND (24"S/CD)(CLII
<br />LF
<br />40
<br />127.00
<br />5,060'00
<br />430-175-124B
<br />PIPE CULVERT POLYPROPYLENE ROUND 24"5/CD
<br />LF
<br />20
<br />92.00
<br />1,840.00
<br />430-982-129
<br />MITERED END SECTION CONCRETE 24" CD 4:1
<br />EA
<br />1
<br />2,870.00
<br />2,870.00
<br />520-3
<br />CONCRETE VALLEY GUTTER
<br />LF
<br />290
<br />37.00
<br />102360.00
<br />530-3-4
<br />RIPRAP RUBBLE (F&I(DITCH LINING
<br />TON
<br />200
<br />105.00
<br />1,000.00
<br />536-1-1
<br />GUARDRAIL - ROADWAY, GENERALTL-3
<br />LF
<br />175
<br />44.85
<br />7848.75
<br />536-7-3
<br />SPECIAL GUARDRAIL POSTS- ENCASED POST FOR SHALLOW MOUNT
<br />EA
<br />5
<br />203.00
<br />1'015'00
<br />536-95-20
<br />GUARDRAIL END TREAMENT- TRAILING ANCHORAGE - SINGLE FACE FLARED END
<br />EA
<br />3
<br />2,042.00
<br />e,126.00
<br />536.85-25
<br />GUARDRAIL APROACH TERMIANL (END ANCHORAGE ASSEMBLY)ET-2000
<br />EA
<br />1
<br />3,875.00
<br />375.00
<br />570-1-1
<br />PERFORMANCE TURF SOD BAHIA
<br />SY
<br />500
<br />5.25
<br />4671;
<br />700 -1 -SO
<br />SIGN RELOCATE
<br />AS
<br />4
<br />226.00
<br />706-3
<br />RETRO -REFLECTIVE RAISED PAVEMENT MARKERS AMBER/AMBER
<br />EA
<br />38
<br />14.00
<br />1904.00
<br />132.00
<br />711-11-121
<br />THERMOPLASTIC STANDARD WHITE SOLID 6"
<br />LF
<br />720
<br />3.21
<br />,311.20
<br />711-11-125
<br />THERMOPLASTIC STANDARD WHITE, SOUD, 24"
<br />LF
<br />44
<br />18.35
<br />607.40
<br />711-11-141
<br />THERMOPLASTIC, STANDARD, WHITE, SKIP(6'-10'),6"
<br />LF
<br />226
<br />3.70
<br />336.20
<br />711-11-221
<br />THERMOPLASTIC STANDARD YELLOW, SOLID, E'
<br />LF
<br />350
<br />3.15
<br />1 102.50
<br />711-11-224
<br />THERMOPLASTIC, STANDARD YELLOW, SOLID, IS"
<br />LF
<br />70
<br />9.57
<br />569.50
<br />711-11-231
<br />THERMOPLASTIC, STANDARD YELLOW SKIP10'd0' 6"
<br />LF
<br />450
<br />4.01
<br />1,304.50
<br />999-1A
<br />AS -BUILT SURVEYING AND RECORD DRAWINGPREPARATION BY REGISTERED
<br />SURVEYOR
<br />is
<br />1
<br />11,550.00
<br />11, 50.00
<br />IRC -1
<br />TEMPORARY BY-PASS AND CANAL MAINTENANCE PUMPING
<br />LS
<br />1
<br />I 56,345.00
<br />56 345.00
<br />SUB -TOTAL INDIAN RIVER COUNTY =
<br />7Z8,76435
<br />999-25
<br />FORCEACCOUNT-
<br />$100 00.00
<br />TOTAL INDIAN RIVER COUNTY=
<br />828,7f4.95
<br />003103
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