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<br />Courthouse Square
<br />Architectural Cost Consultants, LLC -
<br />Estimate Date: R18-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: 18-Aug-98
<br />Arbudcle Costic Architects, Inc Portland, Oregon 97221 Print Time: 05:44 PM
<br />Desi n Develo ment Probable Cost Estimate Phone 503 297-7210 Fax (503) 297-7187 Construction Start: Spring 99
<br />
<br />Ground Level 23,249
<br />Second Floor 32,088
<br />rn~ro Fioor D RA F T s2,oas
<br />32,088
<br />h Fl
<br />oor
<br />Fourt
<br />Fifth Floor 32,012
<br />Penthouse 1,818
<br />Total Gross Area 153,343 sf
<br />Buildin Shell 8~ Core Quanti Unit CosUUnit Cost Total Comments _
<br />
<br />DEMOLITION
<br />
<br />demolition sf $0.00 $0 NIC - w/ parking & strtscape
<br />hazardous material removal sum 0.00 0 ' NIC - By Others (if required)
<br />Subtotal $0 SO ' ~o So $o $o
<br />
<br />TOTAL - DEMOLITION $0 ' ~0 SO ' 30 $0 $0 0.00
<br />
<br />SITE WORK
<br />
<br /> verify slab section. topping
<br />Site
<br />waterproof inembrane top of slab 7,063 sf 2.75 19,423 19,a23 slab to allow for slope to
<br />concrete pavement drains w/ finish slab or
<br />3" It weight concrete topping slab 7,063 sf 3.00 21,189 2~,~ss, pavers on top of topping
<br />3" exposed aggregate 3,052 sf 2.75 8,393 s,3s3' slab
<br />3" colored concrete 578 sf 2.90 1,676 ~,s~s
<br />5" broom finished 865 sf 2.55 2,206 2;2os
<br />brick & tile pavers
<br />8" x 8" tile pavers 1,522 sf 8.00 12,176 ~2.~~6
<br />4" x 8" brick paver trim @ above 796 If 12.00 9,552 9,552
<br />premium pavers @ highlite circles 174 sf 15.00 2,610 2,s~a
<br />brick pavertrim @ above (circular) 76 If 20.00 1,520 1,520
<br />Subtotal 78,745 0 0 0 0 78,745
<br />Building related earthwork
<br />elevator pit excavation 1 sum 1,000.00 1,000 1,000
<br />structural excavation ~
<br />continuous footing 0 cy 25.00 0 0
<br />spread footings 1,746 cy 25.00 43,650
<br />~... ,: _
<br />. a3,s5o
<br />structural backfill ~
<br />continuous footing 0 cy 18.00 0 ~
<br />spread footings 873 cy 18.00 15,714 15.7~a
<br />miscellaneous underslab t& b 1 sum 2,500.00 2,500 2,500
<br />Subtotal $62,864 ', ~4 ' ~0 ; ~0 3o as2,864
<br />
<br />TnTAL - SITE WORK a141,609 ~0 $0 a0 $0 $441,609 0.92
<br />Building Shell & Core Detail Estimate - Page 1
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