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BRIDGE DESIGN ASSOCIATES, INC. <br /> 16TH STREET BRIDGE <br /> August 24, 2006 <br /> HOURLY BREAKDOWN OF SERVICES <br /> EXHIBIT "A" <br /> PROJECT PROJECT CADD FIELD TOTAL LABOR <br /> MANAGER ENGINEER TECH REP/ HOURS COST <br /> ACTIVITY SHEET E.I. BY BY <br /> # ACTPA ACTIVITY <br /> $126.00 $104.00 $70.00 $58.00 <br /> COORDINATION <br /> Utility Coodination WA a.x 4.a Sstz.o0 ' <br /> Permit Meetin s / IRFWCD I SJRWMD / ACOS ! DE N/A 5.0 ml 6.0 $1 ,024.00 <br /> DESIGN <br /> General Notes/ Construction Notes / cifications WA 2.0 4.0 6.0 $672,00 <br /> Design Sheet pile wall systern for end bent NIA 16.0 16.0 $1,66400 <br /> Design end bent pile cap NIA 16.0 16.0 $1,664.00 ' <br /> Design superstructure deck slab NIA 4.0 40.0 ".a $4,672.00 <br /> Desl n closure rs N/A 6.0 6.0 $624.00 <br /> Des n ttension s stem NIA &0 8.0 $83zoo <br /> Design barriers stem & guardrail WA 2.0 6.0 10.0 $1 ,088.00 <br /> .Design slope protection NIA 20 a.0 10.0 $1,088.00 <br /> PLANS PREPARATION <br /> Index of Sheets / Location / Summ ofQ B1 16.0 ts.x $1 ,120mBn Cross section Crosection exist 8 ro 62 6.0 <br /> 8.0 $560.00 <br /> General Notesten!/ Desi n CateI Constr. Notes B3 8.0 8.0 $560.00 <br /> Bride Plan Sheet 84 24.0 24.0 $1,680.00 <br /> Brid 9 Elevation 85 60 60 $42000 ' <br /> Substructure Plan 86 8.0 8.0 $560.00 <br /> Pile Data Table / Soil Bon s 87 6.0 6.0 $420.00 <br /> Finish Grade Plan 88 16.0 l 16.0 $1, 120.x0 <br /> End Bent Plan & Elevation B9 8.0 s.0 $560.00 <br /> End Bent details B10 32.0 32.0 $2,240.00 <br /> LuF2rstructure typical crass section B11 8,0 6.0 $420.00 <br /> Precast slab layout plan 8 Dost tension B12 8.0 6.0 $550.00 <br /> Precast stab lan elevation B13 6.0 5.0 $moo <br /> Precast Slab details, bar bendin dia B14 40.0 40.0 $2,600.00 <br /> Sheet 'le wall details, notes, etc. B15 lex 16.0 $1 ,120.00 <br /> !NMroach slab layout sheet 818 S.0 6.0 $420.00 <br /> Index sheets (600,601 ,614,700-1 ,700-2, 810 017- <br /> 8201-, 820.2) 824 18.0 18.0 $1.260m <br /> MISCELLANEOUS <br /> Quantities & Estimates N/A 2.0 4.0 24.0 30.0 $2,064.00 <br /> Quality Control / MID, w/IRC 30%,9046100% N/A 8.0 8.0 6.0 22.0 $2.x00.00 <br /> Permit flcafiOR 8 Responses NIA 6.0 8.0 19.0 32.0 $2,976.00 <br /> TOTAL MANHOURS 40.0 126.0 250.0 30.0 446.0 <br /> DIRECT LABOR COST 155120.00 s1a1ub0 IV. 7,500 <br /> ,00 .740.00 $,',:1464.0 <br /> 05-624 pro 16th additional services <br /> ENGINEERING FEES $37,48490 <br /> BALANCE OF EXISTING CONTRACI -514,407.60 <br /> $23,056.40 <br /> - - 9/ 9 900Z-SZ-v0 ui e9LC990 OSSV N19IS3( 136OI218 C99£ 9N9 L95 <br />