Design Development Construction Cost Estimate

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~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ ~ ~ _ ~ _ _ _ ------ Courthouse S uare _ -- _ _ - _ - q Architectural Cost Consultants, LLC ~ Estimate Date: R21-Aug-98 Court & High Street James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document Oate: 23-Ju1-98 Salem, Oregon 6441 SW Canyon Court, Suite 103 Print Date: 21-Aug-98 Arbuckle Costic Architects, inc Portland, Oregon 97221 Print Time: 12:04 PM Design Development Probable Cost Estimate Phone (503) 297-7210_ Fax (503) 297-7187_ Construction Start: Spring 99 __ _ _ ______ ----- ------ - - -, _ _ _ -- _ Alternates - - --- - - - - _ Quanti Unit CosbUrnt Cost Total - ~ _ _ _ _ _--- -- Comments I Parking Alternate 2 - Continued -- - -- - - --- - - - ~ _ __ _ --- Concrete - Continued ~ placing spread footings 134 cy 18.00 2,412 I continuous footing ~ 4 cy 17.00 68 slab on grade 252 cy 16.00 4,032 columns 13 cy 32.00 416 walls 86 cy 28.00 2,408 beams cy 45.00 0 NIC supported slab 631 cy 16.00 10,096 ~ curbs I 0 cy 50.00 0 NIC concrete topping I 3" It weight ~ 37 cy 30.00 1,110 pumping 1,157 cy 10.00 11,570 i i Subtotal - Placing ---- - - -- - ---- - 32,112 -- _ - -- --- -- -- ~ redi-mix concrete ~ spread footings 3000 psi ~ 134 cy 54.00 7,236 I continuous footing 3000 psi ~ 4 cy 54.00 216 I slab on grade 4000 psi I 252 cy 58.00 14,616 ~ fibermesh - 3# / cy i 252 cy 14.00 3,528 ' columns 5000 psi 13 cy 64.00 832 I walls 5000 psi ~ 86 cy 64.00 5,504 I ~ beams 5000 psi ~ 0 cy 64.00 0 supported slab 5000 psi 631 cy 64.00 40,384 fiber mesh - 3# / cy ~ 631 cy 14.00 8,834 I curbs 5000 psi ; 0 cy 64.00 0 concrete topping ! , 3" It weight 3000 psi I 37 cy 115.00 4 255 i Subtotal - Redi-Mix Concrete ! , 1,157 cy 85,405 Altemates - Page 11