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EXHIBIT D
<br />Cost Estimate Form
<br />T Bogart, Pederson
<br />'. & kmoo!Mal 1tYC. ref
<br />CIVIL ENGINEERING y.rRyf(�vrRQ �R4/AYaQ ^ �'fCRi400 �4l�dRYkWtd
<br />LANQSU.lali 6
<br />ENVIRONMENTAL SERVII
<br />Project Name: riinquil:M .; s ow
<br />Project Location: [I fIRkvr, faN
<br />Project Number:/!
<br />Prepared By: M1MW21 L021
<br />checked By: C1D
<br />Engineers Opinion of Project Cost
<br />14EMNO.
<br />DESCRIPTION.
<br />UNIT
<br />QUANTITY
<br />Unit Prlce
<br />Cost
<br />1
<br />Moil
<br />Each Phase
<br />1.00
<br />$15,000.00
<br />$15,000.00
<br />2
<br />0ewatering
<br />LimpSum
<br />1.00
<br />$10,00100
<br />$110,000A0
<br />3
<br />A
<br />Common Excavation
<br />Clearing and Gruhh'Iag
<br />Cu Yd
<br />Acre
<br />23,376.00
<br />1.00
<br />$6.00
<br />$S,000.00
<br />$140,256.00
<br />$5,000.00
<br />5
<br />Ramova Concrete Curb
<br />Ln Ft
<br />168.00
<br />$10.00
<br />$1,680,00
<br />6
<br />Saw¢ng 8itumi.nous Pavement
<br />Lin Ft
<br />200.00
<br />54.00
<br />$801
<br />7
<br />Remove Pavement
<br />So Yd
<br />1.,950.00
<br />'56,00
<br />$11,711
<br />8
<br />1pernove, Bui'....d.,ngs
<br />lump Sum
<br />1A0
<br />$15.,000,00
<br />$15,000,00
<br />9
<br />Additional Removals
<br />Lump Sum
<br />1.001
<br />55,060.00
<br />$5,000,Do
<br />10
<br />Construct Entrance
<br />Each
<br />1.00
<br />52,OOi0.00
<br />$2,000,00
<br />11
<br />Subgrade Preparation
<br />So Yd
<br />5,000.00
<br />S3.10
<br />$15sol
<br />12
<br />Aggregate Base, Cla655
<br />Tan
<br />3,000.00
<br />$21
<br />$60,000A0
<br />13
<br />14
<br />Bituminous Materisi for Tack Coat
<br />Wearing cl (LVWE3030C)
<br />Gal
<br />Ton
<br />245.00
<br />510A0
<br />'53.50
<br />5115.00
<br />$857.50
<br />$58,650.0C
<br />'15
<br />Bit I (LVNVV35030C)
<br />Ton
<br />690.00
<br />5106.00
<br />$6J,000.00
<br />16
<br />Truneated Dames
<br />Sq Ft
<br />72.00
<br />$50.00
<br />$3,600,00
<br />17
<br />Test Rolling
<br />Lin Ft
<br />1,540.00
<br />$1.00
<br />$1,540,00
<br />18
<br />12"PC Pipe Apron
<br />Each
<br />1.00
<br />51,160.00
<br />$1,100.00
<br />19
<br />15" RC PIweApron
<br />Each
<br />4.00
<br />S1,300.00
<br />$5,200,00
<br />20
<br />21
<br />18"RC PI Do Apron
<br />24" 1 PI De A aron
<br />Each
<br />Each
<br />1.00
<br />2.00
<br />$1,400.00
<br />S1,8010.00
<br />$1,40000
<br />$3,600,no
<br />22
<br />12" RC PIDeClass 5
<br />Un Ft
<br />733.00
<br />$40,00
<br />$29,320.00
<br />23
<br />13' RC Pi pie Class 5
<br />Lin Ft
<br />699.00
<br />$60.00
<br />$61,880.00
<br />24
<br />18" RC Pi pe Class 5
<br />Lin Ft
<br />292.00
<br />$70.00
<br />$19,740.00
<br />25
<br />24" RC Pi ce Class 5
<br />L n Ft
<br />74.00
<br />$90.00
<br />$6,660.00
<br />26
<br />4'insutation
<br />Sq Yd
<br />46.00
<br />$50,00
<br />$2,30000
<br />27
<br />8"A4" PVC Wye
<br />Each
<br />25.00
<br />$260.00
<br />$6,500 00
<br />28
<br />4' Sch 40 PVC Sanitary Service Pipe F Rise!
<br />L':n It
<br />1,100.00
<br />$35.00
<br />$32,500.00.. .
<br />29
<br />R' SDR 26 PVC Sa nitary Se,&i Pipe
<br />Li,n Ft
<br />1,860.00
<br />515.00
<br />$23,700.00.
<br />30
<br />S' SCH 405a9itary Service P'.. pe Bore
<br />Lin Ft
<br />175.00
<br />5135.00
<br />$23,625.00'
<br />31
<br />S'xg"VVET TAP
<br />Each
<br />2.00
<br />57,200.00
<br />$14,400.010
<br />32
<br />8" Gate Valve and'. Box
<br />Each
<br />12.00
<br />52,300.00
<br />$27,600,00
<br />33
<br />HOrant&6"Valve
<br />Each
<br />4,00
<br />55,200,00
<br />$20,800,00
<br />34
<br />Saddle, Corp Stop
<br />Each
<br />25.00
<br />5300.00
<br />$7,500,00
<br />35
<br />Curb Stop and Box
<br />Each
<br />25.00
<br />$350.00
<br />$8,750,00
<br />36
<br />Ductile non Rends and Red-s
<br />Each
<br />14.00
<br />$100.00
<br />$5,600.00
<br />37
<br />8'K6" TEE
<br />Each
<br />3.00
<br />$500.0u
<br />$1,500,00
<br />38
<br />S"K�ft TEE
<br />Each
<br />3.00
<br />$550.00
<br />$165000
<br />39
<br />6" PVC Wate,main
<br />L'.n Ft
<br />40.00
<br />531.00
<br />$1,360.00
<br />40
<br />S' PVC Wate-ia
<br />Lin Ft
<br />2,689.00
<br />538.00
<br />5202,102.00
<br />42
<br />1" Type K Cooper Pipe
<br />I. n Ft
<br />77U.00
<br />$30.00
<br />$23,101
<br />42
<br />Saditary Manho;e
<br />Each
<br />10.00
<br />Sill
<br />$80,000,00
<br />43
<br />Connectto EK.°sting Sanitary L'...ne/Manhole
<br />Each
<br />1.00
<br />$10,000,00
<br />$10,000,00
<br />44
<br />Ihside Drop
<br />Each
<br />1.00
<br />51.50i0.00
<br />$1,500,Do
<br />45
<br />Storm MH wj Cas1'ng(48")
<br />Each
<br />13.00
<br />55,000.00
<br />$65,000.00...
<br />46
<br />Storm MH w/Cast ing(60")
<br />Each
<br />2.00
<br />57,006.00
<br />$14,300.00
<br />47
<br />Storm CB Vc/ Ca5ting)2,x3')
<br />Each
<br />8.00
<br />53,500.00
<br />$28,01'
<br />48
<br />Storm Outlet Control Structure( (I
<br />Each
<br />2..00
<br />SIS' .00
<br />$16,001
<br />49
<br />Flex Mat
<br />SgYd
<br />101LOO
<br />$80.00
<br />$8,08000
<br />50
<br />Concretw Caro a id G utter Il nu ble
<br />1'..n Ft
<br />2,948.00
<br />$20.00
<br />$52,960.00
<br />51
<br />Concrete Valey Gutter
<br />Lln Ft
<br />132.00
<br />$20.00
<br />$2,640,00
<br />52
<br />Concrete Sidewalk
<br />Sq Ft
<br />7,860.00
<br />$8.00
<br />$62,980.00'
<br />93
<br />TraffcContCOd
<br />Each
<br />LAO
<br />$10,000,00
<br />$10,000.00
<br />54
<br />Storm Dra'. n Inlet Protection
<br />Each
<br />23.00
<br />$250.00
<br />$5,750.00
<br />55
<br />Sediment Coatroi. Logs
<br />I Ft
<br />195.00
<br />$2.25
<br />$138.75
<br />56
<br />Silt Fence, Type MIS
<br />Lin Ft
<br />3,086.00
<br />$2.00
<br />$6,172.00
<br />57
<br />1 22-5-10
<br />in
<br />2.590.00
<br />S1.10
<br />$2,849,00
<br />58
<br />Seeding
<br />Acre
<br />7A0
<br />$2:50AI)
<br />$1,85000
<br />59
<br />Disk Anchoring
<br />Acre
<br />7.40
<br />$130.00
<br />$962.00
<br />60
<br />Seed Mixture25-13'1
<br />lb
<br />1,628.00
<br />56.00
<br />$9,76R,Do
<br />Ell
<br />Mnlch Mater a'.. Type 3
<br />Ton
<br />14.80
<br />$500.00
<br />$7,100.00
<br />62
<br />Erosion Cont., Blanket (3N)
<br />Sq Yd
<br />13,170.00
<br />83.00
<br />$39,510.00
<br />TOTAL,
<br />$1,325,310.25
<br />E-1
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