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<br />Courthouse Square - - - --_ - -- ------ -- - ---
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<br />Architectural Cost Consultants
<br />LLC
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<br />Court & High Street ,
<br />James A. Jerde, AIA - Stanley J. Pszczolkowski,
<br />AIA Estimate Date: R21-Aug-98
<br />Document Date: 23-Ju1-98
<br />Salem, Oregon
<br />Arbuckle Costic Architects
<br />Inc 6441 SW Canyon Court, Suite 103 Print Date: 21-Aug-98
<br />,
<br />Design Development Probable Cost Estimate Portland, Oregon 97221
<br />Phone (503) 297-7210 Fax (503) 297-7187
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<br />- Print Time: 12:04 PM
<br />Construction Start: Spri~99
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<br />~Alternates
<br />~ Quantity _ _
<br />_ Unit _ _ __
<br />CosUUnit
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<br />Cost Total
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<br />Comments
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<br />1 Parkin~ Alternate 1 _
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<br />
<br />SITE WORK
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<br />__ -- _ __ _ __ - -
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<br />
<br />torm Drainage System _ -
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<br />-
<br />catch basins 2 ea 650.00 1,300 0 0 1
<br />300
<br />clean outs I 5 ea 450.00 2,250 0 0 ,
<br />2,250
<br />piping
<br />underslab - 6"
<br />"
<br />238
<br />~
<br />If
<br />30.00
<br />7,140
<br />0
<br />0 verify sizes
<br />7
<br />140
<br />exposed 6 48 If 30.00 1,440 0 0 ,
<br />1
<br />440
<br />Building related earthwork ,
<br />temp. shoring @ perimeter
<br />ki sf 0.00 0 0 0 0 NIC - assume not required
<br />par
<br />ng area 23,278 sf
<br />mass excavation 8,621 cy 5.00 43,105 0 0 43
<br />105
<br />bank cut 457 cy 5.00 2,285 0 0 ,
<br />2
<br />285
<br />fill under slab
<br />backfill against foundation 0
<br />721 cy
<br />cy 7.00
<br />7
<br />00 0
<br />5
<br />047 0 0 ,
<br />0 w/ on site material
<br />
<br />bus mall area @ sog
<br />i
<br />sf . , 0 0 5,047 w/ on site material
<br />cut
<br />fill 0 cy 5.00 0 0 0 0
<br />
<br />haul & dispose excess material off site (1,983)
<br />7,816 cy
<br />cy 7.00
<br />6
<br />00 (13,881)
<br />46
<br />896 0 0 (13,881 w/ on site material
<br />
<br />dewatering
<br />, 1
<br />sum .
<br />5,000.00 ,
<br />5,000 0
<br />0 0
<br />0 46,896
<br />5
<br />000
<br />structural (foundation) excavation i ,
<br />spread footings ~ 300 cy 15.00 4,500 0 0 4
<br />500
<br />continuous footing I 219 cy 15.00 3,281 0 0 ,
<br />3
<br />281 I
<br />structural (foundation) backfill ,
<br />spread footings 180 cy 18.00 3,240 0 0 3
<br />240
<br />continuous footing 138 cy 18.00 2,479 0 0 ,
<br />2
<br />479
<br />haul 8~ dispose excess material off site 201 cy 6.00 1,206 0 0 ,
<br />1
<br />206
<br />level & grade
<br />" 23,278 sf 0.10 2,328 0 0 ,
<br />2
<br />328
<br />4
<br />gravel under slab
<br />vapor barrier 0 cy 13.00 0 0 0 ,
<br />0 w/ parking
<br />
<br />2" sand under slab 0
<br />158 sf
<br />cy 0.15
<br />25.00 0
<br />3,950 0
<br />0 0
<br />0 0 NIC
<br />3
<br />950
<br />perimeter drain systcm ,
<br />6" pvc drain pipe 268 If 7.00 1,876 0 0 1
<br />876
<br />rock
<br />filterfabric 120
<br />3,243 cy
<br />sf 18.00
<br />0
<br />35 2,160
<br />1
<br />135 0 0 ,
<br />2,160
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<br />Subtotal
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<br />f _ . ,
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<br />$126,736 0
<br />$0 0
<br />$0 1135
<br />$126,736
<br />TOTAL - SITE WORK -- - -
<br />~126,736 -----
<br />_
<br />a0 _ .
<br />~0 ',
<br />,
<br />5126,736 5.44 I
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<br />Altemates - Page 1
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