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BRIDGE-DE6fC,NA48SOCiATES, INC. . ._._ _ ._ . .. . <br /> 56TH PLACE OVER N. RELIEF CANAL / NEW BRIDGE <br /> August 24, 2006 <br /> HOURLY BREAKDOWN OF SERVICES <br /> EXHIBIT "A" <br /> PROJECT PROJECT CADD FIELD TOTAL LABOR <br /> ACTNITY <br /> SHEET <br /> ENGINEER TECH REP/ HOURS I COST <br /> ET E.I. BY BY <br /> $58 <br /> .00 IACnVITY� gCT1Y17Y <br /> $126.00 I $104.00 $70 <br /> I .00 i <br /> COORDINATION <br /> Soil Testin , ufli & roadwa coordination NIA 4.11 <br /> Permit Meetin s / IRFWCD / SJRWMD ; ACOE 1 DE,9 NIA 60 4•e $512.0° <br /> DESIGN 8.11 $1 ,024M <br /> General Notes/ Construction Notes 1 S cificetions NIA 2.0 8.0 <br /> Des' n Sheet lie walls stem for end bent N/A 16.0 1D.0 $1,olla.D0 <br /> Des' n and bent lie can 16.0 $1 ,864.00 <br /> WA 4.0 40.0 <br /> Des' n su er6buCture deck slab 44.0 $4,872.00 <br /> WA 4.0 40.0 44,0 $4,6720° <br /> Desi n closure urs NIA 4.11 8.11 <br /> Des' n Dat wnsi^n -mram,tension -m, 120 $1 ,344.W <br /> NIA z.D e.0 in.n <br /> Design barriers m & Duarrfreil N/A 211 8.11 <br /> Design sloe rotection70.0 $1 .088.00 <br /> N/A 2.0 9.0 10.0 $1 .050.00 <br /> PLANS PREPARATION <br /> Index of Sheets / Location Ma 15umm of Q 61 <br /> B Cross Section exMng & m B2 180 WD <br /> 8.0 $s6D.00 <br /> General Notes / Des' n Criteria 1 Constr. Notes 83 8.0 <br /> Bridge Plan Sheet 6.°64 8.0 $Sso.Oo Bridge24.1) 24.0 $11880,00 <br /> Elevation B5 <br /> Substructure Plan 66 6'0 8.0 $azo.DO <br /> Pile Date Table / Soil Barin s B7 6'0 <br /> 8.11 $ssD.DO <br /> s.D s.D $4z0.DD <br /> Finish Grade Pian 88 <br /> End Bent Plan & Elevation - 16'0 76.0 51 ,12D.OD <br /> End Bent details B10 6.° 8.0 11560.OD <br /> S retructure 'Cel Cro86 section B11 <br /> 32.0 $2,240.DD <br /> 811 8.0 8.0 $420.00 <br /> Precast slab layout plan & post tension B14 <br /> Precast slab tan elevation 8.0 <br /> B8.0 $560.110 <br /> 13 8.0 8.0 $580.00 <br /> Precast slab details, bar bending diap B14 <br /> Sheet Pile wall details, notes, etc. .0 aD.D $2,900.00 <br /> roB15 1018.0 16.0 $1 ,120.00 <br /> ach slab layout street B16 <br /> Index sheets (600,601 ,614,700-1 ,700-2817- <br /> , 810 6'0 e•D $420.°0 <br /> 8201-, 820-2) B24 <br /> MISCELLANEOUS 18'G 18.0 $1 ,260.°0 <br /> Quantities & Estimates N/A 20 4.0 <br /> Qual' Controi / M wARC 30°/0,80%,100% 24.0 32.0 $2,°64.00 <br /> Permitlication & Responses N/A ILD 8. s.e 2.0 $2,204.00 <br /> N/A 9.11 8.00 3 <br /> 18.0 320 $2,979.00 <br /> TOTAL MANHOURS - - - . .50.0 156.0 . 250:0 . 30.D _ 486.0. . - - <br /> DIRECT LABOR COST $6,400.0° $16,224.00 $17,500,00 $1,74D.00 <br /> 541 ,8a4.D0 <br /> Pro 58th Place <br /> ENGINEERING FEES $41 ,864.00 <br />