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<br />Courthouse Square I Architectural Cost Consultants, LLC I Estimate Date: R2~-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: 21-Aug-98
<br />Arbuckle Costic Architects, Inc PoRland, Oregon 97221 Print Time: 11:20 AM
<br />ring 99
<br />x (503) 297-7187 Construction Start: S
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<br />~ Ground Level i 23,249 ~
<br />i Second Floor 32,088
<br />Third Floor , 32,088
<br />Fourth Floor ! 32,088
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<br />Fifth Floor ~ 32,012
<br />Total Gross Area ~ 153,343 sf
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<br />Quantity Unit CosUUnit Cost Total
<br />Building Shell 8 Core „
<br />- Comments ~
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<br />CONCRETE - Continued _ _ _ - --- --_ - I
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<br /> R/S - Continued !
<br /> supported slab
<br /> post tension (unbonded) 194,397 Ibs 2.15 417,954 417,954
<br /> r/s 218,705 Ibs 0.58 126,849 ~26,849
<br /> curbs Ibs 0.60 0 0
<br />Subtotal - Reinforcing Stee) 728,787 4,233 4,233 0 0 720,321
<br />~ placing
<br />464 cy 18.00 8,352
<br />, spread footings 8,352
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<br />' mat footing 409 cy 12.00 4,908 a,908
<br />' continuous footing I cy 17.00 0 0 see parking estimate
<br />'~ slab on grade ', cy 16.00 0 0 see parking estimate ;
<br />columns I 0 ~
<br />, parking level 45 cy 32.00 1,440 1,a40
<br />! building j 141 cy 32.00 4,512 a,512
<br />j shear walls above parking level 691 cy 28.00 19,348 19,348
<br />' parking level ~ 123 cy 28.00 3,444 1.722 1,722 0
<br />~ elevator pit i 24 cy 35.00 840 sao
<br />~, beams cy 45.00 0 ' 0 NIC
<br />, supported slab ~ 4,998 cy 16.00 79,968 79'968
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<br />' curbs ~ 0 cy 50.00 0
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<br />pumping ~ 6,895 cy 10.00 68,950
<br />; st5 6~5 6~,720 '~
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<br />Subtotal - Placing ,' 191,762
<br />2,337
<br />2,33~
<br />0
<br />0
<br />187,08s
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<br />Building Shell & Core Detail Estimate - Page 3
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