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<br /> EXHIBIT BI Scope 01 Es~male: Roadway - Full Reconstruct,
<br /> Dunlap Street - Reconstruction Drainage-Connecl to exrsting slormon Grey Fox,
<br /> Water-ReplaceHyl:!ranlandValves
<br /> ESTIMATED QUANTITIES
<br /> FEASIBILITY REPORT
<br />I ESTIMATED ESTIMATED ESTIMATED ESTIMATED
<br /> UNIT ROADWAY DRAINAGE SANITAAY WATER MAIN
<br /> CONTRACT ITEM UNIT PRICE or; PROJECT COST PROJECT COST PROJECT COST PROJECT COST
<br />I MOBILIZATION LUMP SUM $ 23,500.00 1.0 $ 23,500.00 $
<br /> $ $ $ $
<br />REMOVE STORM SEWER PIPE LF $ 5.00 40.0 $ $ 200.00 , $
<br />REMOVE BITUMINOUS PAVEMENT SY $ 2.00 4300.0 $ 8,600.00 . , ,
<br /> REMOVE BITUMINOUS DRlVEWAY PAVEMENT SV , 200 100110 $ 2,000.00 , , $
<br /> REMOVE DRAINAGE STRUCTURE EACH $ 350.00 20 $ $ 700.00 , $
<br />I REMOVE GATE VALVE & BOX EACH $ 210.00 8.0 , $ $ $ 1,6!lO.OO
<br />REMOVE HYDRANT & VALVES EACH $ 350.00 5.0 $ $ , $ 1,750.00
<br /> 00 , $ , ,
<br /> SAWiNG BITUMINOUS PAVEMENT FULL DEPTH LF $ 2.00 250_0 , 500.00 $ , ,
<br /> ADJUST GATE VALVE EA $ 250.00 8.0 $ $ , , 2,000.00
<br />I SALVAGE SIGN TYPE C EACH $ 50.00 2.0 $ 100.00 $ . ,
<br />SALVAGE SIGN. STREET SIGN EACH $ 50.00 2.0 , 100.00 , , ,
<br /> 0.0 $ $ , ,
<br />COMMON EXCAVATION P Cy $ 7.80 3191.0 $ 24,251.60 , , .
<br /> SUBGRADE EXCAVATION EV CY $ 7.40 250.0 , 1,850.00 , , ,
<br /> SELECT GRANULAR BORROW C P CY $ 12.40 1745.0 , 21,638.00 , , ,
<br />I COMMON BORROW L CY $ 7.40 400.0 $ 2,960.00- $ , ,
<br />TOPSOIL BORROW LV CY $ 15.00 100.0 , 1,500.00 , , ,
<br /> 0.0 $ , , ,
<br />AGGREGATE BASE, CLASS 5 TON $ 9.70 100.0 $ 970.00 $ . ,
<br /> AGGREGATE BASE CV , CLASS 5 P Cy $ 22.70 1118.0 $ 25,378.60 , , ,
<br /> 0.0 $ . . ,
<br />I BITUMINOUS DRIVEWAY SY $ 22.00 1000.0 $ 22,000.00 , $ ,
<br /> 0.0 , , , ,
<br />BITUMINOUS MATERIAL FOR TACK COAT GAL $ 3.00 270.0 $ 630.00- , , ,
<br /> 0.0 , , , .
<br /> TYPE LVWE45030C WEARING COURSE MIXTURE TON , 35.00 480.0 $ 16,800.00 , , ,
<br /> TYPE LVNW45030C BASE COURSE MIXTURE TON , 40.00 480.0 $ 19,200.00 , $ $
<br />III 0.0 , , , ,
<br />4 INCH PERF. pve PIPE DRAlN LF $ 4.00 2400.0 , 9,600.00 , $ ,
<br />15lNCH RC PIPE SEWER DESIGN 3006 CL III LF $ 27.00 20000 $ $ 54,000,00 $ ,
<br />CONNECT TO EXISTING STORM SEWEA EA $ 750.00 10 , , 750.00- , ,
<br /> 0.0 , , , ,
<br /> F&I HYDRANT EA $ 2,500.00 5.0 $ $ $ $ 12,500.00
<br />I 6. GATE VALVE AND BOX EA $ 700.00 80 , , $ , 5,600.00
<br />1. TYPE K COPPER PIPE LF $ 20.00 50.0 . $ $ . 1,000.00
<br />ADJUST CURB STOP BOX EACH $ 152.00 10.0 , , , $ 1,520.00
<br />6. DIP WATER MAIN LF $ 50.00 100.0 , , $ , 5,000.00
<br /> INSULATION SY $ 15.00 100.0 , , $ $ 1,SOO.00
<br /> WATERMAIN FITTINGS LB $ 3.00 500.0 , , , , 1,500.00
<br />I 0.0 , $ . $
<br />CONSTRUCT DRAINAGE STRUCTURE DSGN 48-4020 LF $ 295.00 28.0 . , 8,260.00 $ $
<br />CONSTRUCT DMINAGE STAUCTURE DSGN 2X3 LF $ 156.00 24.0 , , 3,744.00 , $
<br /> CASTINGASSEt.llBLY EACH , 400.00 4.0 , , 1600.00 , ,
<br /> 0.0 , , , ,
<br />I CONCRETE CURB & GUTTEA DESIGN B616 LF $ 8.00 2600.0 , 20,800.00 , , ,
<br />6 INCH CONCRETE DRIVEWAY APRON SY $ 38.50 160.0 , 6,160.00 , , $
<br /> 0.0 , , , ,
<br />F&I SlGN PANEL TYPE C SF , 20.00 80.0 , 1,200.00 , , ,
<br /> INSTALL SIGN TYPE C EACH , 50.00 10.0 , 500.00 , , ,
<br /> 0.0 $ , , ,
<br />I POND GRADING LS , 10,000.00 1.0 , , 10,000.00 , ,
<br />BALE CHECK EACH , 10.00 40.0 , 400.00 $ , ,
<br />SILT FENCE, lYPE HEAVY DUTY LF $ 2.80 joo.O $ 260.00 , $ ,
<br />ROCK CONSTRUCTION ENTRANCE EACH , 1,200.00 2.0 , 2,400.00 , , ,
<br /> 4' DOUBLE YELLOW LINE-EPOXY LF , 3.00 1200.0 , 3,600.00 , , ,
<br /> 12. STOP BAR. EPOXY MARKING LF $ 25.00 32.0 , 800.00- , , ,
<br />I 0.0 , , , ,
<br />SODDING, TYPE LAWN SY , 2.80 6000.0 , 16,800.00 , , ,
<br />ESTIMATED CONSTRUCTION COST . 234,500.00 . 79,300.00 . . 34,100.00
<br />I 10% CONTINGENCY , 23,500.00 , 7,900.00 , , 3,400.00
<br />26% ADMINISTRATION , 61,000.00 , 20,600.00 , , 6,900.00
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