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_ _ _-----
<br />~Courthouse Square -_ --
<br />Court & High Street
<br />Salem, Oregon
<br />~~Arbuckle Costic Architects, Inc
<br />~50°~ Contract Documents Estimate
<br />_ _. . ___ _-- -
<br />jAltemates
<br />_ j Quantity ----
<br />Unit
<br />- - --- __ _ -
<br />[ 1 Parking_Attemate 1 __
<br />
<br />___ - --
<br />
<br />--
<br />- ------ - - - -- ---
<br />SITE WORK
<br />- - -- - - -- _ _. --- ----
<br />_ _ _
<br />_ ---
<br />Storm Drainage System
<br />catch basins 2 ea
<br />clean outs 5 ea
<br />P~p~~9
<br />underslab - 6" 238 If
<br />exposed 6" 48 If
<br />Building related earthwork
<br />temp. shoring @ perimeter sf
<br />parking area 22,092 sf
<br />mass excavation 8,182 cy
<br />bank cut 826 ~Y
<br />fill under siab ~ ~Y
<br />backfiil against foundation 1,304 cy
<br />bus mall area @ sog sf
<br />cut 0 ~Y
<br />fill (1,983) cy
<br />haul & dispose excess material off site 8,329 cy
<br />dewatering 1 sum
<br />structural (foundation) excavation
<br />spread footings 455 cy
<br />continuous footing 62 ~Y
<br />structural (foundation) backfill
<br />spread footings 273 ~Y
<br />continuous footing 39 cy
<br />~
<br />haul 8~ dispose excess material off site 205 cy
<br />level & grade 20,158 sf
<br />4" gravel under slab 261 cy
<br />vapor barrier 0 sf
<br />2" sand under slab 150 cy
<br />perimeter drain system
<br />6" pvc drain pipe 485 If
<br />rock 21 ~ ~Y
<br />filter fabric 5,690 sf
<br />Subtotal
<br />- - -- --- - - ------------ - _ _ _-- __ _
<br />Architectural Cost Consultants, LLC Estimate Date: R 03-Dec-9
<br />James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document Date: 29-Oct-98
<br />6441 SV11 Carryon CouR, Suite 103 Print Date: 03-Dec-~R
<br />Portland, Oregon 97221 Print Time: 11:07 AM
<br />Phone (503) 297-7210 Fax (503) 297-7187__ __ Construction Start: Spring 99
<br />--- _ - --- --- -- - ----- - - - -- - .~
<br />Cost/Unit Cost Totai ~ , Comments
<br />---- -- -- ---
<br />- --- - ---- - - - -
<br />-- --- _-
<br />__ _-
<br />--
<br />---- --- - -
<br />650.00 1,300
<br />450.00 2,250
<br />30.00 7,140
<br />30.00 1,440
<br />0.00 0
<br />5.00
<br />5.00
<br />7.00
<br />7.00
<br />5.00
<br />7.00
<br />6.00
<br />5,000.00
<br />-- ---- - ----- - - _ __--- - - - ._. _ _ - ---
<br />TOTAL - SITE WORK _ ____
<br />40,910
<br />4,130
<br />0
<br />9,128
<br />0
<br />(13,881)
<br />49,974
<br />5,000
<br />15.00 6,825
<br />15.00 932
<br />18.00 4,914
<br />18.00 704
<br />6.00 1,230
<br />0.10 2,016
<br />13.00 3,393
<br />0.15 0
<br />25.00 3,750
<br />7.00 3,395
<br />18.00 3,798
<br />0.35 1,992
<br />
<br />
<br />Alternates - Page 1
<br />140,339
<br />0 0 1,300
<br />0 0 2,250
<br /> verify sizes
<br />0 0 7,140
<br />0 0 1,440
<br />0 0 0 NIC - assume not required
<br />0 0 40,910
<br />0 0 4,130
<br />0 0 0 w/ on site material
<br />0 0 9,128 w/ on site material
<br />0 0 0
<br />0 0 (13,881'
<br />0 0 49,974
<br />0 0 5,000
<br />0 0 6,825
<br />0 0 932
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />SO
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />on site material
<br />4,914
<br />704
<br />1,230
<br />2,016
<br />3,393 w/ parking
<br />0 NIC
<br />3,750
<br />3,395
<br />3,798
<br />1,992
<br />$140,339
<br />5140,339
<br />6.35
<br />
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