Laserfiche WebLink
~ ~ ~^^ ^~^ ~^^ w ~ _ ~ ~^^ ~ w~ s ~ ~ ~w s e ~^ <br />- -------_- - -- <br />- -- __- <br />Courthouse Square Architectural Cost Consultants, LLC Estimate Date: R21 Aug-98 <br />Court & Hi h Street l <br />9 James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document Date: 23 Jul-98 <br />Salem, Oregon 6441 SW Canyon Court, Suite 103 Print Oate: 21-Aug-98 <br />Arbuckle Costic Architects, Inc Portland, Oregon 97221 Print Time: 12:04 PM <br />Design Development Probable Cost Estimate I Phone (503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99 J <br />_ _ _- -- -- _ __ _- ----- - - _- <br />Alternates - _ _ _ _ _ __ _-- - - <br />_ _- l <br />~ Quantity_ Unit CosUUnit Cost Total Comments <br />-- <br />- --- <br />- -- <br />-- - <br />_ _ _ _ -- _ _ _ --- - - - - - - -- - <br />2 Parkin~ Alternate 2 <br />--- - - - -- -- - I <br />_. _ ~ _ _ _- <br />CITC ~ei~nv ~ ~ . . . .. ~ - - _ f _ . . __ _ _1.. . I __. . . - -- ~ .__. . . __. __ . .. .. <br />Storm Drainage System <br />area drain <br />piping <br />underslab - 4" <br />Building related earthwork <br />temp. shoring @ perimeter <br />parking area <br />mass excavation <br />bank cut <br />fill under slab <br />backfill against foundation <br />bus mall area @ sog <br />cut <br />fill <br />haul 8 dispose excess material off site <br />dewatering <br />structural (foundation) excavation <br />spread footings <br />continuous footing <br />structural (foundation) backfill <br />spread footings <br />continuous footing <br />haul & dispose excess material off site <br />level & grade <br />4" gravel under slab <br />vapor barrier <br />2" sand under slab <br />perimeter drain system <br />6" pvc drain pipe <br />rock <br />filter fabric <br />Subtotal <br />TOTAL - SITE WORK <br />1 ea 650.00 650 <br />32 If 22.00 704 <br /> sf 0.00 0 <br />19,467 sf <br />5,290 cy 5.00 26,450 <br />19 cy 5.00 95 <br />0 cy 7.00 0 <br />30 cy 7.00 210 <br /> sf <br />0 cy 5.00 0 <br />0 cy 7.00 0 <br />5,339 cy 6.00 32,034 <br />1 sum 5,000.00 5,000 ' <br />335 cy 15.00 5,025 ~ <br />11 cy 15.00 162 <br />~ <br />201 cy 18.00 3,618 <br />7 cy 18.00 122 <br />138 cy 6.00 828 <br />19,467 sf 0.10 1,947 <br />252 cy 13.00 3,276 <br />0 sf 0.15 0 <br />252 cy 25.00 6,300 ~ <br />~ <br />11 If 7.00 I <br />77 <br />5 cy 18.00 90 <br />133 sf 0.35 47 I <br /> $86,635 1 <br /> _ - _586,635 ; I <br />-I----- . _ . .. <br />-, _.___ _ __ -- -- <br />sizes <br />NIC - assume not required <br />on site material <br />on site material <br />on site material <br />w/ parking <br />NIC <br />__ _ i <br />i 4.45 <br />Alternates - Page 9 <br />