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Task No.:
<br />Permit No.:
<br />Date
<br />Pad
<br />M- -300
<br />10-Apr-96
<br />P ermitting action : Bond calculation « .....1■__■■•■• � ,,,,�,,,,,,,,,,.
<br />T ask description : Demolition :�- --------------- -^^~�~ """'
<br />MEANS Location Adjustment: w 105.50% of base unit costa - MEANS SITE WORK A LANDSCAPE COST DATA : 1995 y � Edition
<br />STRUCTURE / FACILITY / EQUIPMENT DESCRIPTION
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<br />DoMestia wet-Mouse •
<br />a a Concrete pod
<br />Electrical storage
<br />Concrete pad-
<br />Warehouse 12
<br />n Footings
<br />Bit shop /storage
<br />e Concrete pad
<br />Electric shop
<br />it Concrete
<br />Warehouse 51
<br />_ h = Ccncrete_ped�
<br />Old surface shop' -
<br />" " Concrete pad
<br />n " Wall /footer
<br />Boot wash)
<br />gunshi£ne/joN" Porterhouse
<br />"+ Concrete pad
<br />Environmental Bid.
<br />„ " Concrete pad
<br />lSulleir Bid.
<br />n_ • Concrete pad.
<br />=Surfeee shop addition=
<br />" Concrete pad'
<br />Worthington Bid.
<br />Lube storage shed
<br />. " Concrete pad
<br />Core Library
<br />CIS " Concrete pads
<br />IR shed
<br />" " Concrete pad
<br />Sunshine /Joy Control Hut
<br />m n Concrete pad
<br />tower substation bid.
<br />i " Concrete pad'
<br />Guard post Lift station
<br />Guard post
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<br />Colorado Division of
<br />ESTIMATING FORM
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<br />DIMENSIONS
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<br />8 %8x9
<br />11x9%6"
<br />14%28x11
<br />14 %24x4"
<br />76x54x17
<br />I.33x1.33x3x28footings
<br />33.5x24x10
<br />36 %24x4"
<br />50x28x10
<br />76%28x12"
<br />60.500.5212
<br />64%34x6"
<br />61x31 %10.67
<br />60%30x12"
<br />1 %1x164
<br />8x8%7.5
<br />8%6.75x8
<br />8x6.75%6"
<br />48.33%25x10
<br />48.33 %25x4"
<br />30x19.5%11
<br />33 %24x6"
<br />41x29%13
<br />61%31x8"
<br />20 %11.5x9.5
<br />22.5 %20.5x1
<br />23%21x12"
<br />52.5 %30x11
<br />52.5%30x10"
<br />35.5%26x14
<br />35.5%28x10"
<br />14.25 %8.67x
<br />14.25x10.33x ""
<br />20 %12x10
<br />20 %12x8"
<br />20%8x9
<br />20x8%10
<br />50 39 /d NOI1t76Od6O0 831100
<br />COMPOSITION
<br />•
<br />wood
<br />concrete
<br />wood
<br />concrete
<br />wood
<br />Concrete
<br />wood
<br />Concrete
<br />wood
<br />concrete
<br />Wood
<br />Concrete
<br />Wood
<br />Concrete
<br />Concrete
<br />Wood
<br />Wood
<br />Concrete
<br />Metal
<br />Concrete
<br />Metal
<br />Concrete
<br />Metal
<br />Concrete
<br />Metal
<br />Metal
<br />Concrete
<br />Metal
<br />Concrete
<br />Metal
<br />Concrete
<br />Metal
<br />Concrete
<br />Metal
<br />concrete
<br />Wood
<br />Wood
<br />.hoot 1 of 4
<br />STRUCTURAL DRNOLITION WORK
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<br />Prepared by : DRS
<br />Filename : 11300 -01
<br />Operation : Schwert :welder Nine
<br />QUANTITY UNIT
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<br />576 C.F.
<br />99 S.F.
<br />4,312 C.F
<br />392 S.F.
<br />69,768 C.F.
<br />149 L.F.
<br />8,040 C.F.
<br />864 S.F.
<br />14,000 C.F.
<br />2,128 S.F.
<br />22,143 C.F.
<br />2,176 S.F.
<br />20,177 C.f.
<br />1,800 S.F.
<br />164 L.F.
<br />480 C.F.
<br />432 C.F.
<br />56 s.F.
<br />12,082 C.F.
<br />1,208 S.F.
<br />6,435 C.F.
<br />792 S.F.
<br />15,457 C.F.
<br />1,891 S.F.
<br />2,185 C.F.
<br />5,535 C.F.
<br />483 S.F.
<br />17,325 C.F.
<br />1,575 S.F.
<br />12,922 C.F.
<br />994 S.F.
<br />988 C.F.
<br />147 S.F.
<br />2,400 C.F.
<br />240 S.F.
<br />1,440 C.F.
<br />1,600 C.F.
<br />MEANS BASE ADJUSTED
<br />UNIT COST TOTAL COST
<br />■mm.m.smaa= amen. _..m.m
<br />$0.18
<br />$3.15
<br />$0.18
<br />$2.36
<br />$0.18
<br />$13.05
<br />$0.18
<br />$2.36
<br />$0.18
<br />$5.52
<br />$0.18
<br />$3.15
<br />$0.18
<br />$5.52
<br />$3.96
<br />10.18
<br />$0.18
<br />s3.15
<br />50.16
<br />$2.36
<br />$0.16
<br />$3.15
<br />$0.16
<br />$3.94
<br />$0.16
<br />60.16
<br />$5.52
<br />$0.16
<br />54.73
<br />10.16
<br />$4.73
<br />$0.16
<br />$3.94
<br />$0.16
<br />$3.94
<br />50.18
<br />$0.18
<br />6t£LZb9£0E Zbt80 Z00Z1501Z0
<br />1109
<br />$329
<br />$819
<br />$976
<br />$13,249"
<br />$2,051
<br />$1,527
<br />$2,151
<br />$2,659
<br />$12,393
<br />$4,205P'
<br />$7,231
<br />13,832
<br />$10,482
<br />$685
<br />$91
<br />$82
<br />$179
<br />$2,039✓
<br />$3,008
<br />$1,086
<br />12,632
<br />$2,609
<br />$7,860
<br />$369 f
<br />$934
<br />$2,813
<br />$2,924
<br />17,859
<br />$2,181,
<br />$4,960r
<br />$167
<br />5612
<br />$405
<br />$998
<br />1273
<br />$304
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<br />TASK SUBTOTAL - sheet 1 : $107,0a6
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