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<br />Courthouse Square Architectural Cost Consultants, LLC Estimate Date: R21-Aug-98
<br />Court & High Street James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document Date: 23-Ju1-98
<br />Salem, Oregon 6441 SW Canyon Court, Suite 103 Print Date: 21-Aug-98
<br />Arbuckle Costic Architects, Inc Portland, Oregon 97221 Print Time: 12:04 PM
<br />Design Development Probable Cost Estimate Phone (503) 297-7210 Fax (503) 297_7187 Construction Start: Spring 99
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<br />~Alternates ] Quantity Unit CosUUnit Cost Total Comments
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<br />1 Parkin~ Alternate 1
<br /> SITE WORK - - _ - - _ _
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<br />Storm Drainage System _ __ _ _ _ _ - -- - - _
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<br /> catch basins ' 2 ea 650.00 1,300 0 0 1,300
<br /> clean outs 5 ea 450.00 2,250 0 0 2,250
<br /> piping verify sizes
<br /> underslab - 6" ~ 238 If 30.00 7,140 0 0 7,140
<br /> exposed 6" 48 If 30.00 1,440 0 0 1,440
<br /> Building related earthwork
<br /> temp. shoring @ perimeter sf 0.00 0 0 0 0 NIC - assume not required
<br /> parking area 23,278 sf
<br /> mass excavation 8,621 cy 5.00 43,105 0 0 43,105
<br /> ' bank cut 457 cy 5.00 2,285 0 0 2,285
<br /> fill under slab 0 cy 7.00 0 0 0 0 w/ on site material
<br /> backfill against foundation 721 cy 7.00 5,047 0 0 5,047 w/ on site material ~
<br /> j bus mall area @ sog sf '
<br /> cut 0 cy 5.00 0 0 0 0
<br /> fill (1,983) cy 7.00 (13,881) 0 0 (13,881 w/on site material
<br /> haul & dispose excess material off site 7,816 cy 6.00 46,896 0 0 46,896
<br />, dewatering 1 sum 5,000.00 5,000 0 0 5,000
<br />i structural (foundation) excavation
<br />i spread footings ! 300 cy 15.00 4,500 0 0 4,500
<br />~ continuous footing ~ 219 cy 15.00 3,281 0 0 3,281
<br /> structural (foundation) backfill
<br /> spread footings 180 cy 18.00 3,240 0 0 3,240 I
<br />~ continuous footing ~ 138 cy 18.00 2,479 0 0 2,479
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<br /> haul & dispose excess material off site 201 cy 6.00 1,206 0 0 1,206
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<br />~ level 8~ grade 23,278 sf 0.10 2,328 0 0 2,328
<br /> 4" gravel under slab 0 cy 13.00 0 0 0 0 w/ parking
<br /> vapor barrier
<br />~ 0 sf 0.15 0 0 0 0 NIC
<br /> 2" sand under slab 158 cy 25.00 3,950 0 0 3,950
<br /> perimeter drain system
<br /> 6" pvc drain pipe 268 If 7.00 1,876 0 0 1,876
<br /> rock 120 cy 18.00 2,160 0 0 2,160
<br /> filter fabric 3,243 sf 0.35 1,135 0 0 1 135
<br />' Subtotal $126,736 $0 $0 $126,736
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<br /> TOTAL - SITE WORK a126,736 ~0 $0 ; b126,736 5.44
<br />Alternates - Page 1
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