ITEMIZED BID SCHEDULE *ADDENDUM 1 10-21-15
<br />PROJECT NAME: 1ST STREET S.W. AND 43RD AVENUE INTERSECTION IMPROVEMENTS
<br />IRC PROJECT NO: 1232 , BID NO. 2016002
<br />BIDDER'S NAME:
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<br />Item -o'
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<br />- - -
<br />. _...._-� �:Q
<br />u'a`titi ty::.
<br />Un`
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<br />-,:
<br />.....Unit=Price-=
<br />- ;%s:'Ai'►ount`i-t
<br />101-1
<br />MOBILIZATION
<br />1
<br />LS
<br />120,000.00
<br />120,000.00
<br />102-1
<br />MAINTENANCE OF TRAFFIC
<br />1
<br />LS
<br />65,000.00
<br />65,000.00
<br />102-99
<br />CHANGEABLE VARIABLE MESSAGE SIGN
<br />480
<br />PD
<br />45 00
<br />21,600.00
<br />104-10-3
<br />SEDIMENT BARRIER
<br />4,307
<br />LF
<br />1 10
<br />4,737.70
<br />104-18
<br />INLET PROTECTION SYSTEM
<br />39
<br />EA
<br />138.00
<br />5,382.00
<br />108-1
<br />AS -BUILT DRAWING (BY REGISTERED LAND SURVEYOR)
<br />1
<br />LS
<br />22,000.00
<br />22,000.00
<br />108-2
<br />SURVEY CONTROL (INSTALURE-ESTABLISH)
<br />1
<br />LS
<br />27,000 00
<br />27,000.00
<br />110-1-1
<br />CLEARING AND GRUBBING
<br />1
<br />LS
<br />70,000 00
<br />70,000.00
<br />110-7-1
<br />MAILBOX, RELOCATION
<br />6
<br />EA
<br />150.00
<br />900.00
<br />120-1
<br />REGULAR EXCAVATION
<br />7,266
<br />CY
<br />9.00
<br />65,394.00
<br />120-6
<br />EMBANKMENT
<br />5,396
<br />CY
<br />15 00
<br />80,940.00
<br />160-4
<br />TYPE "B" STABILIZATION (12" SUBGRADE LBR 40)
<br />11,776
<br />SY
<br />1.75
<br />5
<br />20,6000
<br />285-706
<br />OPTIONAL BASE, BASE GROUP 06, 8" CEMENTED
<br />COQUINA SHELL BASE, LBR 100, 2 LIFTS
<br />10,682
<br />SY
<br />10.20
<br />108,956 40
<br />286-1
<br />TURNOUT CONSTRUCTION (CONCRETE)
<br />97
<br />SY
<br />44.80
<br />4,345.60
<br />. 327-70-6
<br />MILLING EXISTING ASPHALT PAVEMENT, 1-1/2" AVG.
<br />DEPTH
<br />1,203
<br />SY
<br />7 45
<br />8,962.35
<br />334-1-13
<br />SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (S.P.
<br />12.5, 1-3/4" THICK)
<br />10,170
<br />SY
<br />9.85
<br />100,174.50
<br />334-1-13A
<br />SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (S.P.
<br />9.5, 1-1/4" THICK)
<br />11,373
<br />SY
<br />8.70
<br />98,94510
<br />334-1-13B
<br />SUPERPAVE ASPHALTIC CONCRETE, OVERBUILD (S.P.
<br />12.5, THICKNESS VARIES)
<br />600
<br />TN
<br />106.40
<br />63,840.00
<br />*425-10
<br />YARD DRAIN ADDED
<br />1
<br />EA
<br />1,520.00
<br />1,520.00
<br />425-1-361
<br />INLETS, CURB, TYPE P-6, <10'
<br />1
<br />EA
<br />3,674.00
<br />3,674.00
<br />425-1-451
<br />INLETS, CURB, TYPE J-5, <10'
<br />1
<br />EA
<br />4,906.00
<br />4,906.00
<br />425-1-521
<br />INLETS, DT BOT, TYPE C, <10'
<br />11
<br />EA
<br />1,596.00
<br />17,556.00
<br />425-1-553
<br />INLETS, DT BOT, TYPE E, J BOT ,<10'
<br />7
<br />EA
<br />7,302.00
<br />51,114.00
<br />00310-3
<br />F•1Public Works\ENGINEERING DIVISION PROJECTS11232-1st St SW_43rd Ave Intersec ImprovWdmimlbid documents\Master Contract Documents11232
<br />Engineer's Estimate and Itemized Bid Schedule 5-4-15 - ADDENDUM 1 10-19-15
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