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<br />Courthouse Square _ - _ _ - -- ---- - - - __ _. __ _ __ _ __
<br />Architectural Cost Consultants, LLC
<br />Court & High Street James A. Jerde, AIA - Stanley J. Pszczolkowski, A~A
<br />Salem, Oregon 6441 SW Canyon Court, Suite 103
<br />Arbuckle Costic Architects, Inc ~ Portland, Oregon 97221
<br />Design Development Probable Cost Estimate ~ Phone (503) 297-7210 Fax (503) 297-7187
<br />
<br />I Ground Level _ ____
<br />23,249
<br />~ Second Floor 32,088
<br />~~ Third Floor 32,088
<br />Faurth Floor 32,088
<br />Fifth Floor 32,012
<br />Penthouse ~,8~$
<br />___. - -
<br />Total Gross Area ! 153,3~
<br />
<br />Buildin~ Shell 8~ Core __ _ ____
<br />~ Quantity_ Unit CosUUnit Cost Total
<br />DEMOUTION - - - - _ _ _ _ _-
<br />demolition I sf $0.00 $0
<br />hazardous material removal ~ sum 0.00 0
<br />Subtotal I
<br />- - --- 1 - - - __ _- _ _ _
<br />TOTAL - DEMOLITION
<br />Comments ~
<br /> NIC - w/ parking 8
<br />NIC - By Others (if
<br />$o so ao so ao ao
<br />So ao ao ao $o ao o.oo
<br />_ __ _ __ _
<br />i SITE WORK
<br />'I Site
<br />, waterproof inembrane top of slab
<br />concrete pavement
<br />~I 3" It weight concrete topping slab
<br />~~ 3" exposed aggregate
<br />3" colored concrete
<br />5" broom finished
<br />~ brick & tile pavers
<br />8" x 8" tile pavers
<br />4" x 8" brick paver trim @ above
<br />premium pavers @ highlite circles
<br />, brick paver trim @ above (circular)
<br />~ Subtotal
<br />i Building related earthwork
<br />i elevator pit excavation
<br />structural excavation
<br />continuous footing
<br />spread footings
<br />I structural backfill
<br />continuous footing
<br />spread footings
<br />miscellaneous underslab t & b
<br />Subtotal
<br />TOTAL - SITE WORK
<br />7,063 sf 2.75 19,423
<br />7,063 sf 3.00 21,189
<br />3,052 sf 2.75 8,393
<br />578 sf 2.90 1,676
<br />865 sf 2.55 2,206
<br />1,522 sf 8.00 12,176
<br />796 If 12.00 9,552
<br />174 sf 15.00 2,610
<br />76 If 20.00 1,520
<br />1 sum 1,000.00 1,000
<br />0 cy 25.00 0
<br />1,746 cy 25.00 43,650
<br />0 cy 18.00 0
<br />873 cy 18.00 15,714
<br />1 sum 2,500.00 2,500
<br /> S
<br />
<br /> verify slab se
<br /> 19,a23 slab to allow f
<br /> drains w/ finis
<br /> 2~,~e9 pavers on top
<br /> 8,393 slab
<br /> 1,676
<br /> 2,206
<br /> 12,176
<br /> 9,552
<br /> 2,610
<br /> 1,520
<br />78,745 0 0 0 0 78,745
<br /> 1,000
<br /> 0
<br /> 0
<br /> 43,650
<br /> 0
<br /> 0
<br /> 15,714
<br /> 2,500
<br />~s2,8s4 so $o ao - ao --- as2,ssa
<br />'41,609 30 SO So $0 3~4~,609 ~
<br />~ ~ ~ ~ ~
<br />Estimate Date: R21-Aug-98
<br />Document Date: 23-Ju1-98
<br />Print Date: 21-Aug-98
<br />Print Time: 11:20 AM
<br />Construction Start: Spring 99
<br />strtscape
<br />required)
<br />__ __- _~
<br />~
<br />ction. topping ',
<br />or slope to
<br />h slab or '
<br />of topping
<br />).92
<br />Building Shell & Core Detail Estimate - Page 1
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