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ENGINEER'S ESTIMATE C.W. HOULE INC. W.B. MILLER INC.
<br />UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />8
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<br />69
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<br />63
<br />1 $ 396.00
<br />1 $ 3,731.00
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<br />1 $ 23,220.00
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<br />$ 22,736.25
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<br />$ 23,125.00
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<br />I $ 257.50 1
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<br />$ 255,229.151
<br />8
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<br />$ 1,248.75
<br />$ 1,809.50
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<br />co
<br />49
<br />$ 222.00
<br />$ 1,575.00
<br />$ 335.00
<br />$ 552.00
<br />$ 27,431.951
<br />S
<br />O
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<br />M
<br />49
<br />$ 139.50 1
<br />$ 14,996.00
<br />$ 820.00
<br />$ 570.00
<br />$ 3,150.00
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<br />$ 363.00 1
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<br />I $ 4.10
<br />$ 2.40
<br />$ 3.60
<br />$ 205.00
<br />CC)
<br />r
<br />ci
<br />49
<br />I $ 6.45
<br />I$ 1,250.00
<br />$ 7.90
<br />1$ 32.25
<br />O
<br />O
<br />M
<br />43
<br />1 $ 1.00
<br />$ 28.60
<br />$ 7.25
<br />$ 2.55
<br />I $ 5.15
<br />$ 15.40
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<br />up
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<br />49
<br />$ 19.25
<br />$ 1,860.00
<br />O
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<br />49
<br />$ 37.00
<br />$ 11.25
<br />in O
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<br />MO
<br />43 49
<br />$ 360.00
<br />10
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<br />$ 16.30
<br />$ 410.00
<br />$ 570.00
<br />$ 1,575.00
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<br />613
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<br />0
<br />69
<br />•
<br />l $ 550.00
<br />jj $ 7,920.00
<br />$ 605.00
<br />$ 2,184.00
<br />1
<br />$ 10,205.00
<br />p
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<br />49
<br />$ 1,250.00
<br />$ 17,822.00
<br />1 $ 22,066.50
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<br />63
<br />1 $ 420.50
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<br />co 49
<br />$ 11,217.50
<br />$ 200.00
<br />$ 230.00
<br />1 $ 125,028.00
<br />1 $ 234,468.00
<br />$ 12,739.50
<br />$ 1,282.50
<br />$ 1,795.40
<br />$ 8,175.00
<br />$ 834.30
<br />$ 240.00
<br />$ 1,036.00
<br />$ 1.00
<br />$ 598.00
<br />n
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<br />6)
<br />$ 775.00
<br />$ 155.00
<br />$ 16,008.00
<br />$ 1,020.00
<br />$ 685.00
<br />$ 2,620.00
<br />$ 1,120.00
<br />$ 210.00
<br />$ 468.00 1
<br />$ 1,116.00
<br />$ 24,177.00
<br />$ 5.50
<br />$ 1.32
<br />$ 5.50
<br />O
<br />0
<br />69
<br />1$ 6.50
<br />N
<br />CD
<br />49
<br />I$ 1,250.00
<br />$ 7.00
<br />$ 31.30
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<br />M
<br />49
<br />$ 1.45
<br />I$ 28.25
<br />6.50
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<br />69 43
<br />78.00 1
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<br />69
<br />$ 500.00
<br />$ 18,000.00
<br />$ 330.00
<br />$ 1,820.00
<br />$ 3,925.00
<br />$ 23,400.00
<br />$ 6.50
<br />$ 22,914.00
<br />$ 22,560.00
<br />$ 20,000.00
<br />$ 580.00
<br />$ 3,000.00
<br />$ 3,700.00
<br />$ 16,025.00
<br />$ 100.00
<br />$ 200.00
<br />$ 137,060.50
<br />L$ 265,417.501
<br />$ 12,665.00
<br />$ 1,425.00
<br />$ 1,974.00
<br />$ 7,500.00
<br />$ 1,030.00
<br />$ 300.00
<br />$ 980.00
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<br />69 69
<br />$_ 29,294.001
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<br />64 49
<br />$ 23,000.00
<br />$ 1,000.00
<br />$ 600.00
<br />$ 3,200.00
<br />$ 1,680.00
<br />$ 450.00
<br />$ 600.00
<br />00
<br />CO n°
<br />O C9
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<br />49 49
<br />$ 5.00
<br />$ 3.00
<br />$ 3.00
<br />$ 100.00
<br />$ 2.50
<br />$ 6.50
<br />$ 6.50
<br />$ 9.00
<br />$ 32.00
<br />$ 32.00
<br />$ 2.00
<br />$ 25.00
<br />$ 10.00
<br />$ 2.50
<br />$ 2.00
<br />$ 20.00
<br />$ 17.00
<br />$ 19.00
<br />$ 21.00
<br />$ 1,500.00
<br />$ 100.00
<br />$ 50.00
<br />$ 7.00
<br />$ 25.00
<br />$ 1.00
<br />$ 600.00
<br />$ 16.00
<br />$ 25.00
<br />$ 500.00
<br />$ 600.00
<br />$ 1,600.00
<br />$ 12.00
<br />$ 75.00
<br />$ 100.00
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<br />100.0
<br />6000.0
<br />110.0
<br />18.2
<br />1570.0
<br />3600.0
<br />1.0
<br />2546.0
<br />705.01
<br />625.0
<br />290.0
<br />120.0
<br />370.0
<br />6410.0
<br />50.0
<br />10.0
<br />745.0
<br />75.0
<br />94.0
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<br />10.3
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<br />140.0
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<br />STREETS & RESTORATION
<br />REMOVE CONCRETE DRIVEWAY
<br />REMOVE BITUMINOUS PAVEMENT
<br />SAWCUT BIT. PAVEMENT (FULL DEPTH)
<br />SUBGRADE PREPARATION
<br />COMMON EXCAVATION (CV) (P)
<br />D412 CONC. CURB & GUTTER
<br />VALLEY GUTTER
<br />AGGREGATE BASE CLASS 5
<br />2350 TYPE LV 2 OR 3 NON WEAR. COURSE
<br />2350 TYPE LV 4 WEARING COURSE
<br />CRS -1 BITUMINOUS MATERIAL FOR TACK
<br />6' CONCRETE DRIVE
<br />TOPSOIL BORROW
<br />SODDING
<br />SILT FENCE
<br />WASHED ROCK FOR ROCK ENTRANCE
<br />SUBTOTAL - STREETS AND RESTORATION
<br />(TOTAL BID
<br />ALTERNATE BID - TWILIGHT ACRES 2ND
<br />SANITARY SEWER
<br />8" PVC, SDR 35 SAN. SEW. (10' -12' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. (12' -14' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. (14' -16' DEEP)
<br />CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH)
<br />EXTRA DEPTH OF 4' DIA. MH
<br />4" ON 8' PVC, SDR 35 WYE BRANCH
<br />4" PVC, SDR 26 SAN. SEW. SERVICE PIPE
<br />TRENCH STABILIZATION ROCK
<br />TELEVISE SANITARY SEWER MAINS
<br />SUBTOTAL - SANITARY SEWER
<br />WATERMAIN
<br />CONNECT TO EXISTING WATERMAIN
<br />6' DIP CLASS 52 WATERMAIN
<br />8' DIP CLASS 52 WATERMAIN
<br />6' RES. SEAT GATE VALVE AND BOX
<br />8" RES. SEAT GATE VALVE AND BOX
<br />6" MJ HUB HYDRANT
<br />1" TYPE "K" COPPER WATER SERVICE
<br />1' CORPORATION STOP
<br />1" CURB STOP & BOX
<br />DIP FITTINGS
<br />SUBTOTAL - WATERMAIN
<br />rN0 V
<br />(0 N. (00) 0 r NMV <0 CO N.
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<br />BID TABULATION
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