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Courthouse Square <br />Court & High Street <br />Salem, Oregon <br />Arbuckle Costic Architects, Inc <br />Design Development Probable Cost Estimate <br />~Alternates <br />_ _ <br />~ 2 Parkin~ Alternate 2 <br />SITE WORK <br />Storm Drainage System <br />area drain <br />piping <br />underslab - 4" <br />I Building related earthwork <br />temp. shoring @ perimeter <br />i parking area <br />I mass excavation <br />bank cut <br />fill under slab <br />backfill against foundation <br />bus mall area @ sog <br />I cut <br />~ fill <br />haul & dispose excess material off site <br />dewatering <br />~ structural (foundation) excavation <br />I 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 I <br />4" gravel under slab <br />vapor barrier <br />2" sand under slab <br />perimeter drain system <br />6" pvc drain pipe i <br />rock I <br />filter fabric ~ <br />Subtotal <br />TOTAL - SITE WORK <br />-- ~ ~. ~.~,. ..~ ..i ..~ w ^~ ^~ ~ <br />_ - -- <br />-- -- - - ----- __ <br />_ ------- -_ . <br />- -- -- - <br />-_ _ - - - -_ ___ <br />, rc itectural Cost Consultants, LLC Estimate Date: R21-Aug-98 <br />James A. Jerde, AIA - Stanley J. Pszczolkowski, AIA Document Date: 23-Ju1-98 <br />6441 SW Canyon Court, Suite 103 Print Date: 21-Aug-98 <br />Portland, Oregon 97221 <br />Print Time: 12:04 PM <br />~ Phone (503) 297-7210 Fax (503) 297-7187 Construction Start: Spring 99 <br />_ __--- - <br />-_ _ _ ___ __ - <br />- -- - -- <br />Quanti - - <br />_ - -- <br />_ ty_ _ Unit CosbUnit Cost Total Comments <br />-- ~ <br />_ ___ <br />~ _ _ _ -- __- _ -- - - _ _ _ <br />-- - _ <br />_ _ - - -- <br />I _ <br />1 ea 650.00 650 <br />32 If 22.00 704 verify sizes i <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 />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 I <br />11 If 7.00 77 I <br />5 cy 18.00 90 ~ <br />133 sf 0.35 47 <br />__ _ _ <br /> _ <br />$86,635 <br />_ <br /> - - _ <br />_~86,635 <br />NIC - assume not required <br />on site material <br />on site material <br />w/ on site material <br />w/ parking <br />NIC <br />___-~ <br />_ --- ~ 4.45 <br />Alternates - Page 9 <br />