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<br />Courthouse Square
<br />Court & High Street
<br />Salem, Oregon
<br />Arbuckle Costic Architects, Inc
<br />Design Development Probable Cost Estimate
<br />Ground Level
<br />Second Floor
<br />Third Floor
<br />Fourth Floor
<br />Fifth Floor
<br />Total Gross Area
<br />Buildin~ Shell 8 Core
<br />DEMOLITION
<br />demolition
<br />hazardous material removal
<br />Subtotal
<br />~ TOTAL - DEMOLITION
<br />~ SITE WORK
<br />~ _
<br />~ Site
<br />, waterproof inembrane top of slab
<br />I concrete pavement
<br />3" It weight concrete topping slab
<br />~ 3" exposed aggregate
<br />3" colored concrete
<br />'~ 5" broom finished
<br />i brick & tile pavers
<br />8" x 8" tile pavers
<br />4" x 8" brick paver trim @ above
<br />premium pavers @ highlite circles
<br />I brick paver trim @ above (circular)
<br />Subtotal
<br />i Building related earthwork
<br />, elevator pit excavation
<br />structural excavation
<br />continuous footing
<br />spread footings
<br />structural backfill
<br />continuous footing
<br />i spread footings
<br />miscellaneous underslab t & b
<br />Subtotal
<br />TOTAL - SITE WORK
<br />~ ~ ~ ~ ~ ~ ~
<br />Architectural Cost Consultants, LLC
<br />James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA
<br />6441 SW Canyon Court, Suite 103
<br />Portland, Oregon 97221
<br />Phone (503)297-7210 Fax (503)297-7187
<br />_ _ __ - -- -
<br />23,249
<br />32,088
<br />32,088
<br />32,088
<br />32,012
<br />1 ii~A
<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 />7,063 sf 2.75 19,423
<br />I 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 />
<br /> verify slab se
<br /> ~9,a23 slab to allow f
<br /> drains w/ finis
<br /> 2~,~s9 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,ss4 so $o ao ao asz,asa
<br />~141,609 $0 $0 SO $0 ~141,609
<br />__ _- _ ~
<br />I
<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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