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<br />Courthouse Square
<br />Court & High Street
<br />Salem, Oregon
<br />Arbuckle Costic Architects, Inc
<br />Design Development Probable Cost Estimate
<br />Architectural Cost Consultants, LLC
<br />James A. Jercle, AIA - Stanley J. Pszczolkowski, AIA
<br />6441 SW Canyon Court, Suite 103
<br />Portland, Oregon 97221
<br />Phone (503)297-7210 Fax (503)297-7187
<br />Estimate Date: R18-Aug-98
<br />Document Date: 23-Ju1-98
<br />Print Date: 18-Aug-98
<br />Print Time: 05:44 PM
<br />Construction Start: Spring 99
<br />Paricing Level One
<br />Gross Area 70,793
<br />70,793 sf
<br />Parkin Quantity Unit CosUUnit Cost Total Comments
<br />
<br />CONCRETE - Continued I
<br />reinforcing steel
<br />spread footings 12,149 Ibs 0.46 5,588 5,5$8'
<br />continuous footing 33,579 Ibs 0.46 15,446 1~,446'
<br />slab on grade 0 Ibs 0.50 0 0' NIC - per struct dtl. (fiberme
<br />columns 13,230 Ibs 0.60 7,938 '7,938
<br />walls
<br />basement 82,793 Ibs 0.48 39,740 39,740'
<br />ramp wall 5,796 Ibs 0.48 2,782 2,782
<br />beams NIC
<br />post tension Ibs 3.50 0 0'
<br />r/s Ibs 0.55 0 0
<br />supported slab
<br />post tension (unbonded) 92,085 Ibs 1.90 174,962 ' 87,4$1 $~,481' 0
<br />Ns 130,725 Ibs 0.48 62,748 31,374 31,374 0
<br />parking ramp
<br />post tension (unbonded) 2,966 Ibs 1.90 5,636 5,636
<br />r/s 4,751 Ibs 0.48 2,281 2,281
<br />curbs Ibs 0.55 0 0 NIC
<br />mesh @ concrete topping slab
<br />3" @ drive lane 15,792 sf 0.55 8,685 8,685
<br />3" It weight 27,201 sf 0.55 14,960 14,960
<br />3" @ building plaza 8,787 sf 0.55 4,833 4,833
<br />Subtotal - Reinforcing Steel 345,600 ''118,555 1?8,855 107,890
<br />placing
<br />spread footings 175 cy 18.00 3,150 3,150
<br />continuous footing 329 cy 17.00 5,593 5,593
<br />ramp wall 8 cy 17.00 136 136
<br />slab on grade 917 cy 16.00 14,672 14;672
<br />columns 22 cy 32.00 704 704
<br />walls
<br />basement 393 cy 28.00 11,004 11,004
<br />ramp wall 24 cy 28.00 672 672
<br />Parking Detail Estimate - Page 3
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