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PROPOSAL FOR SANITARY SEWCR IMPR. fLlFT STATION 10 REPLWLIFT STATION 43 REPL.) OfOWO. HR
<br />PROJECT NO. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _FILc NO. 13940_ _ _ _ _ _ _ _ _ _ _ _
<br />PAGE 2
<br />PROPOSAL ITER
<br />^ ALBRECHT
<br />EXCAVATING. INC.
<br />2 NORTNDALE
<br />CONSTRUCTION. CO.
<br />0 t P 4
<br />0)NTRACTIN6.JHC.
<br />BROUN I CRIS
<br />INC.
<br />KEMCO
<br />INCl
<br />DRScrlotlon fiUintUx ynilt UQii Unit Total Unll Total ycH Total Ml Tottl
<br />PART I - LIFT STATION 10 REPLACEMENT CONT’D
<br />Reconstruct Invert > Manhole #420 1 Each 700.00 700.00 150.x 150.x 250.x 250.x 145.x 145.x 1W.99 IX.99
<br />10* X PVC service wye branch 6 Each 68.ra 408.00 75.x 450.x 60.x 360.x 77.x 462.x 66.44 398.64
<br />12* X 4* PVC service wye branch 14 Each 78.00 1,092.00 85.x 1.1X.X 85.x 1,190.x 91.x 1,274.x 86.82 1,215.48
<br />Connect existing service line 20 Fach 160.00 3,200.x 120.x 2.4X.X 2X.X 4,0X.X 65.x 1,3X.X 384.70 7,694.x
<br />4* CISP service pipe In place 250 L.F.9.00 2,250.x 10.x 2.5X.X 16.x 4,0X.X 15.25 3,812.50 18.69 4.672.50
<br />4* CISP service riser pipe In place «0 L.F.11.00 660.x 15.x 9X.X 20.x 1.2X.X 17..0 1,062.x 18.69 1,121.40
<br />leproved pipe foundation per 6*
<br />IncresMnt depth 3,200 L.F.1.50 4,8X.X 2.50 8.0X.X 1.20 3,840.x 1.x 3,2X.X 1.22 3,904.x
<br />Mechanical trench coapactlon 1,600 L.F.0.01 16.x 1.x 1.6X.X 1.x 1 O.X 0.25 4X.X 0.63 1,0X.X
<br />Rewve Lift Station 10 L S L.S. L.S.6.0X.X L.S.2,5X.X L.S.3,1X.X L.S.5,5X.X L.S.3,252.14
<br />Coaoon excavation 1,900 C.Y.1.00 1.9X.X 2.70 5,130.x 4.50 8,550.x 4.M 9,120.x 3.01 5,719.x
<br />Bltuailn. us surfacing reeoval 3,000 S.Y.1.00 3,0X.X V50 4,5X.X 1.50 4,5X.X 1.34 4,020.x 1.09 3,270.x
<br />Cl. S aggregate base (100X crushed)2,400 Tern 8.67 20,8X.X 8.x 19,2X.X 9.35 22,440.x 9.10 21,840.x B.X 21,120.x
<br />Class 5 aggregate base shoulders
<br />(100Z crushed)250 Ton 8.67 2,167.50 11.x 2,750.x 9.35 2,337.50 9.10 2,275.x 11.01 2,752.50
<br />2341 bltusilnous wearing surface 275 Ton 15.30 4,;'>7.50 23.x 6,325.x 16.50 4,537.50 16.05 4,413.75 17.61 4,842.75
<br />2341 bltUBlnous binder surface 470 Ton 13.77 6,471.x 23.x 10,810.x 14.85 6,979.50 14.45 6,791.50 16.51 7,759.70
<br />AC*1 bltuelnous eaterlal for elxture 45 Ton 127.50 5,737.50 130.x 5,850.x 137.x 6,165.x 134.x 6,030.x 148.57 6,685.65
<br />Bltuelnous eaterlal for tack coat 300 Gals 1.02 306.x 1.35 405.x 1.20 360.x 1.07 321.x 1.10 330.x
<br />2341 bitue. st. t driveway patching 50 Ton 30.60 1,530.x 40.x 2,0X.X 50.x 2,5X.X 32.x 1,6X.X 55.03 2,751.50
<br />Erosion control fence 100 L.F.1.50 150.x 3.x 3X.X 4.x 4X.X 2.15 215.x 2.76 276.x
<br />Clear and grub trees 5 Each 250.00 1,250.x 120.x 6X.X 1X.X 5X.X 375.x 1,875.x 220.13 1.1X.65
<br />Sod with 3* top-ioll 2,500 S.Y.1.80 4,5X.X 2.x 5,0X.X 2.30 5,750.x 1.90 4,750.x 1.88 4,7X.X
<br />Seeding w/3* topsoil, eulch
<br />and fertlUter 0.3 Ac.550.00 165.x 1 ,200.00 360.x 2,0X. 0 6X.X 3,750.x 1,125.x 2,751.57 825.47
<br />TOTAL PART I - LIFT STATION 10 REPL.$126,184.40 $145,9X.X $160,044.50 $181,663.25 $178,865.24
<br />BT13940\MAYB9
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