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REVISION 2
<br />BASE BID PART C fDerue Court and Hotel Site)
<br />Item No.
<br />Description
<br />Quantity
<br />Unit
<br />Unit Price
<br />Total Amount
<br />1
<br />Construction Engineering
<br />1
<br />LS
<br />J, $OD.00
<br />1, PDO. DD
<br />2
<br />Video Record
<br />1
<br />LS
<br />L/00.00
<br />e4D0.00
<br />3
<br />Inspection Hole
<br />2
<br />EACH
<br />Ias. ob
<br />�66.ob
<br />4
<br />Mobilization and Demobilization
<br />1
<br />LS
<br />e, a0D•o0
<br />P CR0610O
<br />5
<br />Clearing of Right of Way
<br />1
<br />LS
<br />, 6AO.00
<br />11 GdDIOD
<br />6
<br />Structure, Remove
<br />2
<br />EACH
<br />S7D. oD
<br />1,00o.04)
<br />7
<br />Pipe, Abandon
<br />83
<br />LFT
<br />3p, 00
<br />-R, (4 -qn . na
<br />8
<br />Excavation, Common
<br />263
<br />CYS
<br />q p,OD
<br />(D cz�28, Do
<br />9
<br />Temporary Erosion Control
<br />1
<br />LS
<br />3 7S. 00
<br />10
<br />Temporary Inlet Protection
<br />7
<br />EACH
<br />oo
<br />4 5.ap
<br />11
<br />Surface Milling, Asphalt
<br />672
<br />SYS
<br />s oD
<br />3 3 let,. on
<br />12
<br />HMA Patching, Type A
<br />37
<br />TON
<br />f gS,bD
<br />(fJ 9 gS.00
<br />13
<br />HMA Surface
<br />55
<br />TON
<br />170.DD
<br />Q,36—b-DU
<br />14
<br />Compacted Aggregate, No 53
<br />652
<br />TON
<br />3d. C)b
<br />I q,52o0• as
<br />15
<br />Sidewalk, PCCP, 5IN
<br />387
<br />SYS
<br />�(� oD
<br />33,a�a.co
<br />16
<br />Sidewalk, Decorative, 5 IN
<br />75
<br />SYS
<br />,00
<br />.9, Z)
<br />17
<br />Sidewalk, PCCP, Radiant
<br />226
<br />SYS
<br />— pD
<br />"9D4-slh•Do
<br />18
<br />Concrete, PCCP, Reinforced, 6 IN
<br />1120
<br />SYS
<br />19
<br />Concrete, PCCP, Reinforced, Colored,
<br />6 IN
<br />165
<br />SYS
<br />I LEO, po
<br />a�, �pD.
<br />20
<br />Curb Ramp, Concrete
<br />35
<br />SYS
<br />too. Do
<br />3,swt Do
<br />21
<br />Standard Curb, Concrete
<br />868
<br />LFT
<br />745, Da
<br />4P5 Ibo. o0
<br />22
<br />Storm Sewer Pipe, 24 IN, Perforated
<br />120
<br />LFT
<br />[41,0p
<br />c.}fgao pb
<br />23
<br />Storm Sewer Pipe, 12 IN
<br />13
<br />LFT
<br />55, op
<br />q5S. 00
<br />24
<br />Drywell, 6 FT Diameter
<br />3
<br />EACH
<br />14 cz;bo•OD
<br />13 SbD. ov
<br />25
<br />Storm Trench, INDOT No. 8 Aggregate
<br />80
<br />CYS
<br />b, &D
<br />, oDp.Ov
<br />26
<br />Geotextile Fabric
<br />6,864
<br />SFT
<br />, :50
<br />, 45Q, ©o
<br />27
<br />Light Standard, Type C
<br />2
<br />EACH
<br />$Cp oD
<br />3,78b.o�
<br />28
<br />Light Standard, Type D
<br />1
<br />EACH
<br />�, a I D.Dd
<br />�, O 1 v, Dc�
<br />29
<br />Light Standard, Type E
<br />2
<br />EACH
<br />30
<br />Light Pole Foundation
<br />3
<br />EACH
<br />(Dvo, t)o
<br />), $oD, 00
<br />31
<br />Conduit, PVC, Schedule 80, 2 IN
<br />338
<br />LFT
<br />,5Q
<br />L)&
<br />HRP CONSTRUCTION INC.
<br />Version 10/17/2016 Contractor's Bid for Public Works -10
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