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FOREST LAKE CONTRACTING BARBAROSSA & SONS INC. REDSTONE CONST. CO.
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />6 375.00 I
<br />O
<br />O
<br />p0
<br />co
<br />O
<br />220.00
<br />O
<br />O
<br />O
<br />N
<br />1n
<br />6 9,812.50
<br />20,700.00
<br />0
<br />O
<br />p0
<br />O
<br />r
<br />6 20,113.40
<br />6 22,736.25
<br />S 23,125.00
<br />O
<br />O
<br />0
<br />O)
<br />N
<br />6 3,480.00
<br />6 2,682.50
<br />6 11,538.00
<br />200.00
<br />214.20
<br />co
<br />00
<br />co
<br />M
<br />00
<br />-
<br />r
<br />fA
<br />O
<br />CO
<br />00
<br />r
<br />0
<br />O
<br />N
<br />49
<br />N
<br />tO
<br />h
<br />N
<br />OD
<br />N- -
<br />49
<br />$ 1 ,797.75 I
<br />$ 2,253.18 I
<br />O_
<br />N
<br />M
<br />0)
<br />1b
<br />63
<br />$ 841.72
<br />$ 403.20
<br />O
<br />W
<br />tG
<br />C'
<br />O
<br />N
<br />49
<br />$ 348.00
<br />$ 478.40
<br />O
<br />00
<br />10
<br />r
<br />O
<br />16
<br />M
<br />N
<br />$ 5,832.01 I
<br />$ 218.20
<br />0
<br />N,
<br />0)
<br />10
<br />O)
<br />4949
<br />0
<br />O
<br />0)
<br />O)
<br />$ 705.76
<br />CO
<br />r
<br />O)
<br />to
<br />M
<br />6399
<br />0
<br />0
<br />N
<br />r
<br />N
<br />$ 243.54
<br />$ 497.22
<br />$ 1,285.20
<br />0)
<br />f�
<br />0)
<br />P
<br />1)
<br />r
<br />co
<br />49
<br />err
<br />49
<br />err
<br />99
<br />w iA
<br />f9
<br />w
<br />w
<br />w 49
<br />era
<br />err
<br />w 99
<br />err
<br />ISLE
<br />NO
<br />I-
<br />r
<br />O
<br />N
<br />6 250.00 I
<br />N N
<br />N n
<br />O N
<br />0p0
<br />O
<br />O
<br />O0
<br />O)
<br />h
<br />32.25 I
<br />0O
<br />O O
<br />M r
<br />29.00
<br />NOp
<br />N
<br />h
<br />1p O
<br />r a
<br />6 21.42 I
<br />N.
<br />0)
<br />N
<br />99(969
<br />h
<br />O)
<br />co
<br />l-
<br />0)
<br />N
<br />1$ 1,798.42
<br />N
<br />N
<br />co
<br />49494949
<br />0 N
<br />N t0
<br />r
<br />CO V
<br />OD
<br />sf
<br />M
<br />1$ 0.52
<br />$ 5,832.01
<br />1$ 21.82
<br />CO
<br />M
<br />h
<br />r
<br />1$ 498.05
<br />t0
<br />N-
<br />0
<br />n
<br />99
<br />1$ 1,845.58
<br />NO)
<br />r
<br />N
<br />r
<br />9949
<br />N
<br />a
<br />$ 82.87
<br />I$ 3.57 I
<br />or
<br />49
<br />49
<br />err 63639999
<br />w
<br />49 95
<br />ter
<br />634943
<br />or
<br />$ 500.00
<br />$ 6,900.00
<br />$ 220.00
<br />$ 3,094.00
<br />$ 10,205.00
<br />$ 20,700.00
<br />$ 1,000.00
<br />$ 22,914.00
<br />$ 21,855.00
<br />$ 24,062.50
<br />$ 406.00
<br />$ 3,480.00
<br />$ 2,960.00
<br />$ 12,820.00
<br />$ 200.00
<br />$ 150.00
<br />$ 131,466.50I
<br />O
<br />O
<br />MMD
<br />O)
<br />4400
<br />N
<br />49
<br />$ 23,095.00
<br />$ 2,325.00
<br />$ 2,914.00
<br />$ 8,000.00
<br />$ 927.00
<br />$ 300.00
<br />$ 1,680.00
<br />$ 250.00
<br />$ 506.00 I
<br />0
<br />O
<br />W
<br />CO
<br />M
<br />49
<br />00.0817'L 4 $
<br />00'084 $
<br />00.004'I- $
<br />$ 1,000.00
<br />0 0 0 0
<br />p
<br />00 W N
<br />0 . 1 - 0
<br />Nr
<br />49 6963 49
<br />$ 420.00
<br />0 0
<br />N0
<br />n r
<br />N
<br />49 49
<br />or08ton888
<br />1t) r N 0 O N Q • O • P9
<br />cc.0aa
<br />63 63 63 63 49 63 49 49 99
<br />38.50
<br />1.40
<br />29.00
<br />8.00
<br />2.00
<br />4.00
<br />0
<br />N
<br />r
<br />49
<br />$ 31.00
<br />$ 31.00
<br />$ 31.00
<br />$ 1,600.00
<br />8$g°
<br />00) N N
<br />99 63 69 49
<br />1$ 0.55
<br />o00
<br />00 00 0)
<br />r
<br />99 49 63
<br />I $ 500.00
<br />$ 600.00
<br />$ 1,400.00
<br />$ 12.00
<br />$ 20.00
<br />1$ 70.00
<br />$ 2.00
<br />w 49 49 99 99 or
<br />$ 200.00
<br />$ 4,500.00
<br />$ 220.00
<br />$ 2,184.00
<br />$ 10,990.00
<br />$ 22,500.00
<br />$ 2,000.00
<br />$ 17,822.00
<br />$ 22,736.25
<br />$ 23,125.00
<br />$ 290.00
<br />$ 4,200.00
<br />$ 2,960.00
<br />$ 18,589.00
<br />$ 150.00
<br />$ 400.00
<br />$ 132,866.251
<br />$ 255,399.75
<br />$ 14,155.00
<br />$ 1,575.00
<br />$ 2,162.00
<br />$ 8,500.00
<br />$ 1,030.00
<br />$ 300.00
<br />$ 1,960.00
<br />$ 550.00
<br />$ 552.00
<br />$ 30,784.00
<br />$ 200.00
<br />$ 220.00
<br />$ 16,560.00
<br />$ 1,000.00
<br />$ 700.00
<br />$ 3,400.00
<br />$ 1,960.00
<br />$ 300.00
<br />$ 600.00
<br />$ 900.00
<br />$ 25,840.00
<br />$ 2.00
<br />$ 0.75
<br />$ 2.00
<br />$ 120.00
<br />$ 7.00
<br />$ 6.25
<br />$ 2,000.00
<br />$ 7.00
<br />$ 32.25
<br />$ 37.00
<br />$ 1.00
<br />$ 35.00
<br />$ 8.00
<br />$ 2.90
<br />$ 3.00
<br />$ 40.00
<br />$ 19.00
<br />$ 21.00
<br />$ 23.00
<br />$ 1,700.00
<br />$ 100.00
<br />$ 50.00
<br />$ 14.00
<br />$ 5.50
<br />$ 0.60
<br />$ 200.00
<br />$ 22.00
<br />$ 18.00
<br />$ 500.00
<br />$ 700.00
<br />$ 1,700.00
<br />$ 14.00
<br />$ 50.00
<br />$ 100.00
<br />$ 2.50
<br />} }LLNY LL LL ZZZQ>- >->-LL »
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<br />JJJ W J W J(,)J
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<br />W -J -J W W W J W W J
<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 />705.0
<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
<br />5.0
<br />10.3
<br />6.0
<br />140.0
<br />100.0
<br />920.0
<br />1.0
<br />10.0
<br />920.0
<br />2.0
<br />1.0
<br />2.0
<br />140.0
<br />6.0
<br />6.0
<br />360.0
<br />ISTREETS & 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 />I 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 />rNMettO r.
<br />OD 0) C) r�r�r�r
<br />. ( ' J 0) 1 0 ( 0 10 0 )
<br />r N M a' N CO N OD O) 4-0
<br />BID TABULATION
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