~ ~ ~ ~ ~ ~
<br />Courthouse Square
<br />Court & High Street
<br />Salem, Oregon
<br />Arbuckle Costic Architects, Inc
<br />Design Development Probable Cost Estimate
<br />Parking ~evel One
<br />Gross Area
<br />Parlcing
<br />CONCRETE - Continued
<br />reinforcing steel
<br />spread footings
<br />i continuous footing
<br />i slab on grade
<br />' columns
<br />j walls
<br />basement
<br />ramp wall
<br />beams
<br />post tension
<br />~ r/s
<br />~~i supported slab
<br />! post tension (unbonded)
<br />r/s
<br />parking ramp
<br />post tension (unbonded)
<br />Ns
<br />' curbs
<br />mesh @ concrete topping slab
<br />~ 3" @ drive lane
<br />I 3" It weight
<br />3" @ building plaza
<br />Subtotal - Reinforcing Steel
<br />placing
<br />spread footings
<br />j continuous footing
<br />i ramp wall
<br />I slab on grade
<br />columns
<br />walls
<br />basement
<br />ramp wall
<br />~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
<br />--- -- _ __---- - -- _---
<br />Architectural Cost Consultants, LLC Estimate Date: R21-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: 21-Aug-98
<br />Portland, Oregon 97221 Print Time: 11:20 AM
<br />Phone (503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99 ~
<br />- _ _ _ -----
<br />70,793
<br />_ -- -- --- - __ - ------
<br />70,793 sf
<br />- - _ _ _ ,~ -_ _ _ _-
<br />Quantity Unit CosUUnit Cost Total Comments
<br />_ _ -. - r ---~ - ~ ,
<br />12,149 Ibs 0.46 5,588
<br />33,579 Ibs 0.46 15,446
<br />0 Ibs 0.50 0
<br />I 13,230 Ibs 0.60 7,938
<br />82,793 Ibs 0.48 39,740
<br />5,796 Ibs 0.48 2,782
<br />~~ Ibs 3.50 0
<br />~, Ibs 0.55 0
<br />92,085 Ibs 1.90 174,962
<br />130,725 Ibs 0.48 62,748
<br />i
<br />2,966
<br />Ibs
<br />1.90
<br />5,636
<br />4,751 Ibs 0.48 2,281
<br />I
<br />Ibs
<br />0.55
<br />0
<br />15,792 sf 0.55 8,685
<br />27,201 sf 0.55 14,960
<br />i 8,787 sf 0.55 __ ____ 4,833
<br />175
<br />~ cy 18.00 3,150
<br />~ 329 cy 17.00 5,593
<br />I 8 cy 17.00 136
<br />I 917 cy 16.00 14,672
<br />22 cy 32.00 704
<br />' 393 cy 28.00 11,004
<br />~ 24 cy 28.00 672
<br />345,600
<br />87,481
<br />31,374
<br />118,855
<br />87,481
<br />31, 374
<br />118,855
<br />5,588
<br />15,446
<br />0
<br />7,938
<br />39,740
<br />2,782
<br />0
<br />0
<br />0
<br />0
<br />5,636
<br />2,281
<br />0
<br />8,685
<br />14,960
<br />4,833
<br />107,890
<br />3,150
<br />5,593
<br />136
<br />14,672
<br />704
<br />11,004
<br />672
<br />NIC - per struct dtl. (fiberme
<br />NIC
<br />NIC
<br />Parking Detail Estimate - Page 3
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