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REVISED ITEMIZED BID SCHEDULE - ADDENDUM NO. 4
<br />PROJECT NAME: TRAFFIC OPERATIONS FACILITY
<br />ADDENDUM NO.4
<br />PROJECT NO. IRC -2104 BID NO. 2023059 (** indicates change)
<br />BIDDER ADDENDUM NG. f
<br />NAME: [* indicates change) -
<br />,.' Item No.
<br />--- —
<br />-- _-- - --- ----- --------2222--
<br />Ixsc:: t.a:
<br />-_--
<br />uN
<br />2222
<br />2222--
<br />QUtr,.t
<br />Oat Pttce
<br />—
<br />Amount
<br />BUILDING
<br />DIVISION 1
<br />GENERAL REQUIREMENTS (INCLUDES EXISTING BUILDING DEMOLITION AND SITE
<br />5URVEYING)
<br />LS
<br />1
<br />$
<br />,
<br />212,5527.1E :
<br />-_-12,93718
<br />DIVISION 3
<br />-
<br />CONCRETE - SEE STRUCTURAL ENGINEERING DRAWINGS
<br />LS
<br />1
<br />$
<br />4.4
<br />336,220 _$ . -
<br />_ _.-_ - ,224-4C
<br />DIVISION
<br />DIVISION
<br />MASONRY- SEE STRUCTURAL ENGINEERING DRAWINGS_326_6.84^
<br />METALS -SEES -1 RUCTURAL ENGINEERING DRAWINGS j
<br />LS
<br />1
<br />y
<br />385,879.08 $
<br />_333,160.,911
<br />385,879.C8
<br />DIVISION
<br />WOOD AND PLAY,ICS- SEE SFRUCTURAL ENGINEERING DRAWINGS
<br />LS
<br />1
<br />$
<br />22145.36 $
<br />22,145.36
<br />DIVISION
<br />THERMAL AND MOISTURE PROTECTIQ ;
<br />-
<br />$
<br />419,395,44 $
<br />-19,396,44
<br />DIVISION 8
<br />DOORS AND WINDOWS
<br />LS
<br />1
<br />$
<br />339,438.91. $
<br />335,438.91
<br />DIVISION 9
<br />FINISHES
<br />! L3
<br />S
<br />446,587.42 >
<br />4-.._,587.42
<br />DIVISION 10
<br />DIVISION 12
<br />_ _
<br />SPECIALTIES
<br />FURNISHINGS
<br />LS
<br />LS
<br />i$
<br />$
<br />26,514.63 $
<br />8,297.09 $
<br />26,514.63
<br />8,257.::3
<br />DIVISION 13
<br />SPECIAL CONSTRUCTION
<br />LS
<br />5
<br />241593.50
<br />241,598.50
<br />DIVISION 15
<br />DIVISION 16
<br />MECHANICAL & PLUMBING - SEE MEP ENGINEERING DRAWINGS
<br />EECTRICAL -SEEE MEP ENGINEERING DRAWINGS
<br />LS
<br />LS
<br />i
<br />$
<br />435,447.11 5
<br />478,513.83 $
<br />435,44_
<br />478,513.83
<br />BUILDING SUBTOTAL $
<br />3,736,140.14
<br />SITZ WORK
<br />101-1
<br />V.OBiLIZ:'IONrOGMOoL.,IATION
<br />;60, Fi7 -
<br />1,..6u,__
<br />102-1
<br />-.
<br />NIAIN'i ENANCE OF TRAFFIC
<br />ti
<br />938.52 5
<br />538. 2
<br />104-10-3
<br />SEDIMENT BARRIER
<br />LF
<br />"%61
<br />110-1-1
<br />j CLEARING AND GRUBBING
<br />( AC i
<br />2.05
<br />S
<br />41,060.20 S
<br />34,373 .A 1
<br />110.23
<br />11OA-10
<br />TREES TO BE REMOVED (OAKS: 10" - 40") _
<br />REMOVAL OF EXISTING CONCRETE (SIDEWALKS)
<br />_ EA _-2
<br />SY
<br />226
<br />$_
<br />^$_--105.58
<br />1,759_72 5
<br />_$
<br />5,837.51
<br />23,861.E4
<br />120-1
<br />REGULAR EXCAVATION
<br />Cy
<br />S,i50
<br />$
<br />9.03 5
<br />10,388.23
<br />160-4A
<br />TIPE BSTABILZATION(SIOtWAL%S AND LAYDOWN AREAON EASTSIDE OF SITE), 6 -THICK
<br />S'!
<br />472i3.18
<br />$
<br />8,582.:6
<br />160-4B
<br />TYPE B STABILIZATION (CAR PARKING AND SERVICE YARD AREA) 8" THICK _
<br />SY
<br />3939
<br />I�
<br />$
<br />18.18 $
<br />71,626.00
<br />160AC
<br />TYPE 85TABi'J7%TION(AEAVY DUTY CONCRETE. AREAS) 12" THICK
<br />51
<br />4:-3
<br />18.18 a
<br />7,509.E"t
<br />285-704
<br />_—
<br />C?TIONAL BASE, GROUP 4 (CAR PARKING AREAS)
<br />SY
<br />456
<br />21.12 $
<br />9,529.: C
<br />285-709
<br />CPT!ONA.L BASE GROUP 6(SERVICE YARD)
<br />3,260
<br />5
<br />23.45
<br />75,US_.`_
<br />334-1-13
<br />_�-SY
<br />S'.:PEP0AVE ASP M ALT CONCRETE TRAFFIC C(SP 9.5, 1.5")(CAR PARKING AREAS)
<br />_
<br />TP:
<br />3?.7
<br />360.16
<br />334-1-13
<br />ASPhiALT CONCRETE TRAFFIC C (SP12.5,, 1_5" -_15T LIFT) (SERVICE YARD)
<br />_FN
<br />2E0.5
<br />_
<br />-
<br />7.34.63
<br />334-1-13
<br />_S_IPERPAVE
<br />E'LHRPAVE ASPHALT CONCRETE TRAFFIC C ISP 9.5, 1" - 2ND LIFT) (SERVICE YARD)
<br />?N
<br />173.7
<br />-
<br />334.35 $
<br />—._
<br />53,^76.13
<br />_._
<br />400-2-10
<br />---._
<br />CONCRETE CLASS 11, APPROACH SLABS, 7" THICKNESS, REINFORCED, 4,000 PSI
<br />____
<br />Cy
<br />EC
<br />5
<br />989.26 5
<br />79_140.61
<br />425-1-54
<br />425-2-41
<br />INLET, DITCH BOTTOM, l YPE F __- _-EA
<br />MANHOLE, P-7, < 10'
<br />cA
<br />_
<br />3
<br />i
<br />5
<br />9,385.19 _
<br />9,385.19 5
<br />55,69632
<br />28,155'55
<br />430-175-112
<br />_
<br />PIPE CULVERT, ROUND, 12" S/CD (SCH 80 PVC)
<br />30
<br />5
<br />90.33
<br />430-175-115
<br />PIPE CULVERT, ROUND, 15' S/CD (RCP)
<br />LT
<br />142
<br />i $
<br />103.82 ', $
<br />14,742.95
<br />430-175-1112
<br />PIPE CULVERT, ROUND, 16" S/CD (RCP)
<br />Li'
<br />259
<br />$
<br />122.01
<br />'1,599.93
<br />430-175-124
<br />PIPE CULVERT, ROUND, 24" S/CO (RCP)
<br />LF
<br />1229
<br />157.20 5
<br />10,279.05
<br />430-964-E
<br />"!C PIPE FOR NON-STANDARD DRAINAGE- 8 SCH 80
<br />lF
<br />-
<br />5
<br />52 7J
<br />2,745. :
<br />430-964-J
<br />PVC PIPE FOR NON-STANDARD DRAINAGE, 6" SCH 80 (ROOF LEADERS)
<br />LF
<br />70
<br />4633 5
<br />3,234.'
<br />
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