|
X
<br />Eli
<br />goer ~i Fat X14
<br />LEE COUNTY INDUSTRIAL PARK
<br />CONTRACT 3: FORCE MAIN
<br />HID TAllULAflON
<br />ESTIMATEII
<br />ITEM
<br />DESCRIPTION
<br />QUANITY
<br />1.
<br />8" U.I.P. Force Line, C1.
<br />52 126
<br />2.
<br />8" D.I.P. Force Line, C1.
<br />50 72
<br />3.
<br />8" P.V.C. Force Line
<br />111, S0
<br />4.
<br />12" D.I. Gravity Pipe
<br />TV-
<br />5.
<br />4' Cleanout M.H., complet
<br />e 9.
<br />6.
<br />4' Waterproof Cleanout M.
<br />H. 1
<br />7.
<br />4' Air Release M.H.,
<br />Conn l etc
<br />8.
<br />Connect to Exist. C.I.
<br />-
<br />Sewer Pipe
<br />1
<br />9.
<br />Bore & Jack 16" casing
<br />under Highway
<br />68
<br />10.
<br />Abandon.Exist. Pipe & Man
<br />hole- T-
<br />it.
<br />Connect to Existing Force
<br />Line 1
<br />12.
<br />8" - 90° Bend
<br />13.
<br />8" - 45° Bend
<br />-ZI-
<br />14.
<br />B" - 22 1/2° Bend
<br />5
<br />15.
<br />8" - 11 1/4° Bend
<br />1
<br />16.
<br />Flowmeter & Installation
<br />complete
<br />1
<br />17.
<br />Inlet Structure,
<br />complete
<br />1
<br />18.
<br />Adjust Existing 2" Waterli
<br />ne 1
<br />19.
<br />Connect to Ex. Inlet
<br />Structure
<br />1
<br />20.
<br />Control Cable & Conduit,
<br />complete
<br />1
<br />21.
<br />Water Service & Spigot,
<br />complete
<br />1
<br />22.
<br />Asphalt Patch
<br />23.
<br />Pipe Location Tape
<br />1600
<br />24.
<br />Special Pipe Foundation
<br />75
<br />25.
<br />Gravel Road Restoration
<br />T0•-
<br />(Lee Brick & Tile)
<br />J. C. JOHNSON CONST.
<br />BLUE
<br />CONST.
<br />DONALD NIFONG
<br />CONSTRUCTI
<br />ON
<br />UNII
<br />UNIT
<br />-URTT
<br />UNIT
<br />PRICE
<br />AMOUNT
<br />PRICE
<br />AMOUNT
<br />PRICE
<br />AMOU NI
<br />L. F.
<br />$14.00
<br />$1,764
<br />S15.00
<br />$1,890
<br />514.00
<br />51,764
<br />L. F.'
<br />_
<br />512.00
<br />864.00
<br />12.00
<br />864.00
<br />12.80
<br />92 1. 60
<br />T7. UT
<br />
<br />7
<br />-
<br />X7.1F
<br />-
<br />F,Vn
<br />T7
<br />I
<br />-
<br />T- W
<br />9-
<br />-5'16.6
<br />l i, 0
<br />T2,TLD-
<br />Eacn
<br />800.00
<br />T3, 26
<br />T
<br />7, 00
<br />TO
<br />.Ur
<br />800.00
<br />SB
<br />1, 0
<br />9 0.00
<br />8,100
<br />Each
<br />-1,200
<br />1,200
<br />1,600
<br />T1, 600
<br />I, 000
<br />1,000
<br />aacri
<br />TI?Ob-
<br />3Td dbb
<br />T1~0~
<br />3T666
<br />~I S
<br />3T~Tb0
<br />Job
<br />S L. S.
<br />S100.00
<br />S L. S.
<br />$400.00
<br />$ L. S.
<br />S2,000
<br />L. F.
<br />$ 50.00
<br />$3,400
<br />$50.00
<br />$3,400
<br />$60.00
<br />$4,080
<br />-
<br />705-
<br />3~66aU
<br />37
<br />3 66
<br />3T5 =
<br />3F6T
<br />Job
<br />TL
<br />Ti-, 0
<br />aCt=
<br />190.00
<br />760.00
<br />200.00
<br />800.00
<br />-
<br />T1-40760
<br />~
<br />560.00
<br />-
<br />aTau -
<br />Tygro
<br />Ts-, T-
<br />Timm
<br />TCZOT
<br />~I3Ti
<br />Oll
<br />52,83TU
<br />Each
<br />190.00
<br />950.00
<br />200.00
<br />1,000
<br />135. 0
<br />675.00
<br />aCh -
<br />TI9O.0
<br />L, 0
<br />T6
<br />'5117u6-
<br />Trn-.0
<br />ITM
<br />Job
<br />S L. S.
<br />$4,500
<br />$ L. S.
<br />$5,000
<br />S L. S.
<br />SS,000
<br />Job
<br />$ L. S.
<br />$7,000
<br />$ L. S.
<br />$8,000
<br />S L. S.
<br />$7,500
<br />Job
<br />L. S.
<br />500.00
<br />L--S .
<br />1,000
<br />L. S.
<br />500.00
<br />Job
<br />Job
<br />Job
<br />L. F.
<br />L. F.
<br />Cu. Y'd.
<br />26. Rock Excavation 250 Cu. Yd.
<br />~O lL° gr, G!/YC TOTAL OF AMOUNTS
<br />Alternate Bid @ 1 to° VNBC-rc le
<br />Alternate Bid A 2
<br />Al tern ate Bid_®_3~ COS 7, P(^ _7f FT tSoVE b°
<br />vAID57K /s-3b! - E .13 Cosr__o3._ST86G_._Gis+s7KG
<br />For- 16- 6 /A11
<br />$ L. S.
<br />S L. S.
<br />S L. S.
<br />9.00
<br />15
<br />15.00
<br />T~3
<br />S 45.00
<br />S2,400
<br />$1,750
<br />$300.00
<br />675.00
<br />240.00
<br />1,125
<br />T4-,~
<br />$11,250
<br />70, n a
<br />S L. S. $3,000
<br />$ L. S. $1,500
<br />$ L. S.
<br />$600.00
<br />10.00
<br />75 .00
<br />50
<br />80 .00
<br />20.00
<br />T-4--w
<br />1, 00
<br />$d 60u-
<br />$60.00
<br />$15,000
<br />$169,3
<br />39.00
<br />$20.00
<br />$1,400
<br />L--S .
<br />1,000
<br />$ 9.00
<br />$101,250
<br />20.00
<br />,960
<br />100.00
<br />,600
<br />S L. S. $1,500
<br />$ L. S. $4,500
<br />S L. S. S350.00
<br />10.00 750.00
<br />-$-30` 480.00
<br />20.00 1,500
<br />$TOlT 31; 00-
<br />525.00 $6,250
<br />$169,745.60
<br />$30.00 $2,100
<br />•L: S.
<br />T -0-
<br />$11.60 ..5130,500
<br />L1.
<br />$175.0 0 T6-,TO 0
<br />3~ 029 9 c~7F'R Fo !'c /O " Lam!/V/
<br />
|