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_ __ _
<br />-- ---...
<br />jCourthouse Square
<br />Court 8~ High Street
<br />Salem, Oregon
<br />Arbuckle Costic A~chitects, inc
<br />50% Contract Documents Estimate ____ ____ __. _. _
<br />Parking Level One
<br />Gross Area
<br />_ -._ _ - --
<br />----
<br />Parking __ Quantit
<br />Estimate Date: R 03-Dec-9
<br />Document Date: 29-Oct-98
<br />Print Date: 03-Dec-98
<br />Print Time: 11:07 AM
<br />Construction Start: Spring ~
<br />71,979 ---~-----
<br />---- 71,979 sf
<br />_ ----- --
<br />---- ----- -
<br />Cost Total , <_~„ ~ . . . fi~ , :; `,: ", Comments
<br />-_ ---- --- _. ---- --- I
<br />
<br />3
<br />~~ •
<br />370 If $6.00 $2,220
<br />2,220
<br /> 340 If 6.00 2,040 2,040
<br /> 300 If 6.00 1,800 1,800
<br /> 370 If 6.00 2,220 2~22~
<br />l sum 0.00 0 0 NIC - I
<br />terial remova $8,280 $0 $0 $8,280
<br />r~1/11 ITIl1A1 yH~ZHO . ~O ~0 ~H~Z~O
<br />ty Others (if
<br />0.12
<br />-SITE WORK ------ --- ------ -~
<br />Building related earthwork
<br />600
<br />sf
<br />00
<br />30
<br />000
<br />18 18,000 @ vault area
<br />temp. shoring @ perimeter . ,
<br />parking area
<br />mass excavation 71,979
<br />12,821 sf
<br />cy
<br />5.00
<br />64,105 64,105
<br />bankcut 1,823 cy 5.00
<br />00
<br />7 9,115
<br />4
<br />396 9,115
<br />4,396
<br />w/ on site material
<br />fill under slab
<br />i 628
<br />039
<br />3 cy
<br />cy .
<br />7.00 ,
<br />21,273 21,273 w/ on site material
<br />on
<br />backfill against foundat ,
<br />bus mall area @ sog 41,559 sf
<br />00
<br />5
<br />530
<br />530
<br />cut 106
<br />1
<br />983 cy
<br />cy .
<br />7.00 13,881 13,881 w/ on site material
<br />fill
<br />haul & dispose excess material off site ,
<br />9,100 cy 6.00 54,600 54,600
<br />000
<br />25
<br />dewatering 1 sum 25,000.00 25,000
<br />0 ,
<br />0 NIC w/ building
<br />elevator pit excavation sum 0.00
<br />structural (foundation) excavation
<br />595
<br />1
<br />cy
<br />15.00
<br />23,925 23,925
<br />footings
<br />interior walls ,
<br />38 cy 15.00 567 567
<br />structural (foundation) backfill
<br />957
<br />cy
<br />18.00
<br />17,226 ~~,226
<br />footings
<br />interior walls 24 cy 18.00 428 428
<br />912
<br />3
<br />haul 8~ dispose excess material off site 652 cy 6.00 3,912 ,
<br />7
<br />055
<br />level & grade 70,548 sf 0.10 7,055 ,
<br />895
<br />11
<br />4" gravel under slab 915 cy 13.00
<br />15
<br />0 11,895
<br />11
<br />640 ,
<br />11,640 @ strg rm 8~ elevtr Ibby only
<br />vaoor barrier 77,603 sf . , ,
<br />_ __--- ----- __--- - --- - _
<br />-- ---. -----
<br />Architectural Cost Consultants, LLC
<br />James A. JeMe, 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 />Unit CosUUnit
<br />Parking Detail Estimate - Page 1
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