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<br />
<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 />Arbuckle Costic Architects, Inc PoRland, Oregon 97221 Print Time: 05:44 PM
<br />Design Development Probable Cost Estimate Phone (503 297-7210 Fax (503 297-7187 Construction Start: S ring 99
<br />Ground Level 23,249
<br />Second Floor 32,088
<br />Third Floor p~ F T 32,068
<br />32,088
<br />rth Fl
<br />F
<br />oor
<br />ou
<br />Fifth Floor 32,012
<br />Penthouse ~ ~818
<br />Total Gross Area 153,343 sf
<br />Buildin Shell 8 Core Quanti Unit Cost/Unit Cost Total Comments
<br />
<br />CONCRETE
<br />
<br />Poured-in-place concrete
<br />forming
<br />
<br />spread footings
<br />4,780 sf 4.85 23,183 23,~s3
<br />mat footing 1,002 sf 5.50 5,511 5,511
<br />continuous footing sf 4.75 0 a see parking estimate
<br />slab on grade sf 0.50 0 0 see parking estimate
<br />columns
<br />parking level 3,758 sf 5.75 21,609 21,609
<br />building 13,044 sf 5.75 75,003 75,003
<br />shear walls above parking level 26,927 sf 5.35 144,060 t4~,o60
<br />parking level 4,216 sf 5.35 22,555 1~,277 11,277 0
<br />'
<br />elevator pit 836 sf 5.35 4,473 a,a73
<br />'
<br />beams sf 6.50 0 o NIC
<br />supported slab 154,284 sf 4.50 694,278 694.278
<br />drop panel sf 7.25 0 o NIC
<br />curbs sf 6.50 0 ~
<br />Subtotal - Forming 990,671 11,27~ 11,2T1' 0 0 9B8,118
<br />reinforcing steel
<br />spread footings 43,150 Ibs 0.46 19,849 19,~9
<br />mat footing 78,540 Ibs 0.46 36,128 3B,~2s
<br />continuous footing Ibs 0.46 0 o see parking estimate
<br />slab on grade Ibs 0.50 0 o see parking estimate
<br />columns
<br />parking level 27,227 Ibs 0.64 17,425 '8,~12 8,71z o
<br />building 72,308 Ibs 0.64 46,277 4~+27~
<br />shear walls above parking level 106,040 Ibs 0.51 54,080 °° 5a,oso
<br />parking level 16,600 Ibs 0.51 8,466 a,ass
<br />elevator pit 3,449 Ibs 0.51 1,759 ~,~5s
<br />beams NIC
<br />post tension Ibs 3.50 0 0
<br />r/s Ibs 0.55 0 ~
<br />Building Shell & Core Detail Estimate - Page 2
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