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~ ~ ~
<br />t.
<br />Courthouse Square ~.-
<br />Architectural Cost Consultants, LLC _ ~,
<br />Estimate Date: R18-Aug-98
<br />1
<br />98
<br />Court 8~ High Street James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA -
<br />Document Date: 23-Ju
<br />98
<br />A
<br /> 6441 SW Canyon Court, Suite 103 ug-
<br />Print Date: 18-
<br />Salem, Oregon Oregon 97221
<br />Portland Print Time: 05:44 PM
<br />Arbuckle Costic Architects, Inc ,
<br />Phone 503 297-7210 Fax (503 297-7187 Construction Start: S ring 99
<br />Desi n Development Probable Cost Estimate
<br />Ground level 23,249
<br />32,088
<br />Seeond Floor
<br />32,088
<br />Thhd Floor
<br />D ~~~
<br />FouRh Floor 32,088
<br />32,012
<br />FiRh Floor
<br />1,818
<br />Penthouse
<br />153,343 sf
<br />Total Gross Ama
<br />Buildin Shell 8~ Core Quanti Unit CosUUnit Cost Total Comments
<br />METALS - Continued
<br />Miscellaneous metals
<br />railings
<br />stair center guardrail
<br />311 If 50.00 15,550
<br />~s,550
<br />wall rail 528 If 28.00 14,784 ~'~~~~'
<br />above bay windows (see elevations) 96 If 80.00 7,680 ~~gg~'
<br />balcony rail - top wall mtd @ lobby 19 If 45.00 855 855
<br />6
<br />pit ladder 21.0 If 65.00 1,365 ~,3
<br />5
<br />~
<br />perimeterwall ledger, support & kickers 4,060.0 If 30.00 121,800 12~~800 ~
<br />etc
<br />plate
<br />angle
<br />ous (embeds
<br />ll
<br />i 343 sf 0.25 38,336
<br />153 3s,336
<br />,
<br />,
<br />,
<br />ane
<br />sce
<br />m
<br />Subtotal ,
<br />200,370 0 0 0 0 2oo,a7o ~
<br />TOTAL - METALS ~277,624 ' $0 $o SO' $0 ~277,624 1.81
<br />WOOD & PLASTICS
<br />Rough carpentry
<br />miscellaneous blocking 8~ backing
<br />153,343 sf 0.35 53,670
<br />53,s70
<br />incls roof blocking
<br />kin
<br />t b 842 sf 1.85 5,258
<br />2 , 5,25a
<br />g
<br />ac
<br />parape , 0 $o $o s28
<br />S5a
<br />Subtotal 58,928 SO S ,
<br />Finish carpentry
<br />chair rails @ corridors
<br />1,497 If 8.00 11,976
<br />' 1~,976
<br />wall
<br />n
<br />l
<br />b
<br />d fl
<br />2 19 If 15.00 285 285
<br />y
<br />co
<br />r
<br />a
<br />n
<br />wood cap @ o ao 261
<br />512
<br /> 12,261 EO a0 a ,
<br />Subtotal
<br />Casework
<br />restrooms (2nd, 3rd, 4th & 5th flrs)
<br />080
<br />6
<br />plam lav counter 64.0 If 95.00 6,080 ,
<br />janitors closet (2nd, 3rd, 4th & 5th flrs)
<br />4
<br />536
<br />i
<br />h
<br />l 54.0 If 84.00 4,536 ,
<br />v
<br />ng
<br />e
<br />s 10
<br />616 ' SO S0 ~0 30 310,616 0.07
<br />Subtotal ,
<br />Tnrei _~ninnn R PI ASTICS ~81,805 '' SO SO S0 $0 581,805 0.53- -_--
<br />Building Shell & Core Detail Estimate - Page 6
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