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<br />Courthouse Square ACChlteCtuCal COSt COUSUItants, LLC Estimate Date: R18-Aug-98,
<br />Court & High Street James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document ~ate: 23-Ju1-98
<br />Salem, Oregon 6441 SW Canyon Court, Suite 103 Print Date: 18-Aug-98
<br />Arbuckle Costic Architects, Inc Portland, Oregon 97221 Print Time: 05:44 PM
<br />Design Develo ment Probable Cost Estimate Phone (503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99
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<br />Alternates Quanti Unit CosWnit Cost Total Comments
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<br />Parking Alternate 1 - Continued
<br />CONCRETE - Continued
<br />topping slab
<br />3" @ drive lane 14,356 sf 0.35 5,025
<br />3" It weight 8,922 sf 0.35 3,123
<br />curbs sf 6.50 0
<br />Subtotal - Forming 174,52
<br />reinforcing steel
<br />spread footings 8,274 Ibs 0.46 3,806
<br />continuous footing 7,875 Ibs 0.46 3,623
<br />slab on grade 0 Ibs 0.50 0
<br />columns 7,833 Ibs 0.60 4,700
<br />walls 19,530 Ibs 0.48 9,374
<br />beams NIC
<br />post tension Ibs 3.50 0
<br />r/s Ibs 0.55 0
<br />supported slab
<br />post tension (unbonded) 30,555 Ibs 1.90 58,055
<br />Ns 48,930 Ibs 0.48 23,486
<br />curbs Ibs 0.55 0 NIC
<br />mesh @ concrete topping slab
<br />3" @ drive lane 15,792 sf 0.55 8,685
<br />3" It weight 9,814 sf 0.55 5,398
<br />Subtotal - Reinforcing Steel 117,12
<br />placing
<br />spread footings 120 cy 18.00 2,160
<br />continuous footing 81 cy 17.00 1,377
<br />slab on grade 301 cy 16.00 4,816
<br />columns 13 cy 32.00 416
<br />walls 93 cy 28.00 2,604
<br />beams cy 45.00 0 NIC
<br />supported slab 754 cy 16.00 12,064
<br />curbs 0 cy 50.00 0 NIC
<br />concrete topping ,
<br />3" @ drive lane 140 cy 30.00 4,200 i,
<br />3" It weight 87 cy 30.00 2,610 I
<br />pumping 1,589 cy 10.00 15,890
<br />Subtotal - Placing 46,13 ,
<br />redi-mix concrete
<br />spread footings 3000 psi 120 cy 55.00 6,600
<br />continuous footing 3000 psi 81 cy 55.00 4,455
<br />slab on grade 4000 psi 301 cy 59.00 17,759
<br />fibermesh - 3# / cy 301 cy 14.00 4,214
<br />columns 5000 psi 13 cy 65.00 845
<br />walls 5000 psi 93 cy 65.00 6,045
<br />beams 5000 psi 0 cy 65.00 0
<br />supported slab 5000 psi 754 cy 65.00 49,010
<br />fiber mesh - 3# / cy 754 cy 14.00 10,556
<br />curbs 5000 psi 0 cy 65.00 0
<br />Altemates - Page 2
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