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<br />rthouse Square
<br />t & High Street
<br />i, Oregon
<br />kle Costic Architects, Inc
<br />n Develooment Probable Cost Estimate
<br />Architectural Cost Consultants, LLC Estimate Date: R18-Aug-98
<br />James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document Date: 23-Ju1-98
<br />6441 SW Canyon Court, Suite 103 Print Date: 18-Aug-98
<br />Portland, Oregon 97221 Print Time: 05:44 PM
<br />Phone (503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99
<br />Streetscape Quanti Unit CosUUnit Cost Total Comments
<br />Canopies
<br />east building elevation
<br />312 sf 55.00 17,160
<br />17,160
<br />west building elevation 132 sf 55.00 7,260 7,260'
<br />south main entry 312 sf 75.00 23,400 ~~~~Q~
<br />south building elevation 1,260 sf 55.00 69,300 69,30d
<br />southwest pavilion (grid A13) 144 sf 55.00 7,920 ~,920
<br />pavilion (grid A10) 96 sf 55.00 5,280 5,280
<br />clock tower 32 sf 55.00 1,760 ~'.~~~
<br />pavilion (grid A3) 96 sf 55.00 5,280 ~~2$~
<br />'
<br />northwest pavilion (grid A1) 0 sf 55.00 0 ° 0' NIC - future
<br />Subtotal 137,360 0 0 ' 137,360
<br />Bridges
<br />steel framing
<br />9.7 ton 3,000.00 29,160
<br />29,160
<br />metal decking 2,900 sf 2.75 7,975 7,9~5
<br />paint / finish exposed steel 3,268 If 3.50 11,438 11,438
<br />soffit - paint exposed decking 2,900 sf 1.00 2,900 ~.9~~
<br />utters 80 If 8.00 640 ~~
<br />g
<br />Subtotal 52,113 0 0 52,113
<br />Arcades / Pavilions / Clock Towers
<br />precastconcretebase 1,428 sf 40.00 57,120 57,120
<br />6" cmu backup 9,160 sf 8.50 77,861 77,861
<br />'
<br />brick veneer 5,112 sf 18.50 94,572 94,5
<br />~2
<br />soldier course 796 If 27.00 21,492 21,4$2
<br />steel framing 10.2 tons 3,000.00 30,723 3Q.723
<br />metal decking 2,156.0 sf 3.00 6,468 6,468
<br />membrane roofing 2,156 sf 5.00 10,780 10,780
<br />metal panel 2,090 sf 35.00 73,150 73,150
<br />parapet coping 560 If 18.00 10,080 10,080
<br />so
<br />roof trellis @ clock towers
<br />1,144 sf 35.00 40,040
<br />4a,040
<br />clock faces 2 ea 10,000.00 20,000 Zb,000
<br />' allowance
<br />aint exposed steel 1 sum 3,000.00 3,000 3,000
<br />p
<br />Subtotal 462,534 Q 0 462,534
<br />~
<br />TOTAL - SITE WORK __ 31,379,215 $0 $0 $1,37$,2'[5' - _ _ _
<br />Streetscape Detail Estimate - Page 4
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