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<br />EXHIBIT B6
<br />Northwoods Drive. Mill & Overlay Scope at Estimate: Roadway .M&O, Sao~ary" Spot
<br />repllirs on pipe, Water-Replace Hydrant QndValve.s.
<br />RT
<br /> ESTIMATED ESTIMATED ESTlMATEO ESTIMATED
<br /> "~ RO/'DWAY DRAlNIIGE "'""- WATEAMAlN
<br />CONTAACTJTEM PRICE ON PIlOJECTCOST PROJECT COST PFlOJECTCOST PAOJEGT=sr
<br />MOBILIZATION 1,644./lJ '.0 1,044.10 . .
<br /> $ $ . $
<br />REMOVE GATE VALVE & BOX EACH $ 210.00 SO $ $ $ $ 1,050.00
<br />REMOVE HYDRANT &. VALVES EACH $ 3.0.01) 2.0 , $ $ $ 700.00
<br /> 0.0 $ $ , ,
<br />COMMON EXCAVATION P CY $ 7.50 200.0 $ 1,52000 $ , ,
<br />SUBGRADE EXCAVATION EV CY $ 74{) 100.0 $ 740.00 $ $ $
<br />SELECT GRANULAR BORROW CV}{P CY $ /2.40 300.0 $ 3,720,00 $ $ $
<br /> 0.0 $ $ $ .
<br />AGGREGATE BASE, CLASS 5 TON $ 9.70 100.0 $ 970.00 $ , $
<br /> 00 $ $ , ,
<br />BITUMINOUS MATEAIAL FOR TACK COAT GAL $ 3.00 157.0 $ 471.00 $ , ,
<br /> 0.0 . , . ,
<br />Z"MILL&OVERLAV SY $ '00 3,156,0 . 3,156.00 , , .
<br />TYPE LVWE45030C WEARING COURSE MIXTURE M&O TON $ 35.00 363.0 . 12,705.00 $ . .
<br /> 00 , $ . .
<br />F&I HYDRANT EA $ 2.500.00 2.0 , , . . 5.000.00
<br />6' GATE VALVE AND BOX EA $ 700.00 5.0 . $ . . 3,500.00
<br />ADJUST CURB STOP BOX EACH $ 152.00 5.0 . $ . . 760.00
<br />6' DIP WATER MAIN LF $ 50.00 50.0 . . . . 2500.00
<br /> 0.0 . $ . .
<br />8" PVC SDR 26,10' -12' LF $ 40.00 100.0 , , $ 4,000.00 $
<br /> 0.0 , , $ .
<br />CONCRETE CURB & GUTTER SPOT REPAIR B618 LF $ 22.00 100.0 . 2,200.00 , . .
<br />6 INCH CONCRETE DRIVEWAY APRON SY $ 35.50 80.0 $ 3,080.00 , $ $
<br /> 00 $ $ $ $
<br />BAlE CHECK EACH $ moo 500 . 500.00 , $ $
<br />SILT FENCE. 1YPE HEAVY DUTY LF $ 2.60 200.0 , 520.00 . $ $
<br />12' STOP BAR - EPOXY MARKING LF $ 25_00 200 $ 500.00 , . $
<br /> 0.0 $ $ $ $
<br />SODDING, TYPE LAWN SY $ 2_80 1,000.0 $ 2,800.00 . $
<br />ESTIMATED CONSTRUCTION COST $ 34,500.00 . . 4,000.00 . 13,500.00
<br />10% CONTINGENCY $ 3,500.00 $ $ 400_00 , 1,400_00
<br />26% Al"lfI.o1lNISTRATION $ 9,000.00 $ $ 1,000.00 $ 3,500.00
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