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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 />~Alternates
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<br />Architectural Cost Consultants, LLC
<br />I James A. Jerde, AIA - Stanley J. Pszczoikowski, AIA
<br />~ 6441 SW Canyon Court, Suite 103
<br />i Portland, Oregon 97221
<br />~ Phone (503)297-7210 Fax (503)297-7187
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<br />Quantity Unit CosUUnit Cost Total
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<br />Estimate Date: R21-Aug-98
<br />Document Date: 23-Ju1-98
<br />Print Date: 21-Aug-98
<br />Print Time: 12:04 PM
<br />Construction Start: Spring 99
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<br />Comments
<br />
<br />Parking Alternate 1- Continued - - - - -- ---- _ . --
<br />i
<br /> Concrete - Continued
<br /> placing
<br /> spread footings 120 cy 18.00 2,160 0 0 2,160
<br /> continuous footing 81 cy 17.00 1,377 0 0 1,377
<br /> slab on grade 301 cy 16.00 4,816 0 0 4,816
<br /> columns 13 cy 32.00 416 0 0 416
<br /> walls ~ 93 cy 28.00 2,604 0 0 2,604
<br /> I
<br />beams cy 45.00 0 0 0 0 NIC
<br /> I supported slab 754 cy 16.00 12,064 0 0 12,064
<br /> curbs , 0 cy 50.00 0 0 0 0 NIC
<br /> concrete topping
<br /> 3" @ drive lane 140 cy 30.00 4,200 0 0 4,200
<br />I 3" It weight , 87 cy 30.00 2,610 0 0 2,610
<br />
<br />I pumping ,' 1,589 cy 10.00 15,890
<br />----- 0 0 15,890
<br />~ Subtotal - Placing 46,137 0 0 46,137
<br /> redi-mix concrete
<br />I
<br /> spread footings 3000 psi 120 cy 54.00 6,480 0 0 6,480
<br />~ continuous footing 3000 psi I 81 cy 54.00 4,374 0 0 4,374
<br />~ slab on grade 4000 psi I 301 cy 58.00 17,458 0 0 17,458
<br /> fibermesh - 3# / cy I 301 cy 14.00 4,214 0 0 4,214
<br /> columns 5000 psi 13 cy 64.00 832 0 0 832
<br />~ i
<br />walls 5000 psi 93 cy 64.00 5,952 0 0 5,952 I
<br />' beams 5000 psi 0 cy 64.00 0 0 0 0
<br /> supported slab 5000 psi 754 cy 64.00 48,256 0 0 48,256
<br /> fiber mesh - 3# / cy 754 cy 14.00 10,556 0 0 10,556
<br />I curbs 5000 psi 0 cy 64.00 0 0 0 0
<br /> concrete topping I
<br />~
<br />~ 3" @ drive lane 3000 psi ', 140 cy 54.00 7,560 0 0 7,560
<br />I 3" It weight 3000 psi ', 87 cy 115.00 10,005
<br />__ _ _ _ - - 0
<br />- 0
<br />- 10,005
<br />
<br />Subtotal - Redi-Mix Concrete
<br />1,589 cy 115,687 --
<br />0 -
<br />0
<br />115,687
<br />Alternates - Page 3
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