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IAN STREET TOLTZ, KING, DUVALL, ANDERSON -
<br />TRUNK UTILITY IMPROVEMENTS AND ASSOCIATES, INCORPORATED
<br />CITY OF LINO LAKES, MINNESOTA ENGINEERS - ARCHITECTS - PLANNERS
<br />COMMISSION NO. 12100 -02
<br />TABULATION OF BIDS
<br />BIDS OPENED: 11/7/00
<br />*DENOTES ERROR IN BIDDERS CALCULATION
<br />ENGINEER'S ESTIMATE S.J. LOUIS CONSTR. INC. RICHARD KNUTSON INC.
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />S S
<br />o C°9
<br />n
<br />6903
<br />6 1,225.00
<br />6 36,029.50
<br />6 26,260.50
<br />6 898.80
<br />6 252.70
<br />622.35
<br />981.75
<br />6 832.65
<br />6 19,530.00
<br />6 24,457.00
<br />cgi S
<br />CV '4MO
<br />S COO
<br />cm cce
<br />8 CD
<br />O) CO.
<br />cm
<br />6 3,280.00
<br />6 1,525.20
<br />657.80
<br />702.00 1
<br />900.00
<br />S 1,203.00
<br />oni
<br />0)
<br />'{O
<br />c
<br />N
<br />49
<br />375.00
<br />6 26,260.50
<br />460.35
<br />6 2,790.30
<br />6 2,223.45
<br />6 35,914.05
<br />6 1,278.45
<br />n
<br />�m
<br />S n
<br />ai
<br />4,249.50
<br />6 287.00
<br />a°o v°
<br />a°o_ 1�
<br />r
<br />6 146.40
<br />482.00
<br />1 4,257.00
<br />1 85,081.95 1
<br />vs err
<br />rr ra
<br />rr err
<br />err err
<br />r7 ea
<br />49 4949
<br />49
<br />w w
<br />rs err
<br />w w
<br />07 177
<br />n r.
<br />4949
<br />or se 4949
<br />w
<br />w. err
<br />.r
<br />O O
<br />C�O
<br />`.n
<br />4949err
<br />1,225.00
<br />6 120.50
<br />6 143.50
<br />6 16.05
<br />6 18.05
<br />6 23.05
<br />6 28.05
<br />4.55
<br />O O
<br />CCO COO
<br />O O
<br />C000
<br />6 1,832.30
<br />6 84.00
<br />6 410.00 I
<br />6 6.20 1
<br />6 2.20
<br />87.75
<br />6 5.00
<br />0.60
<br />$ 375.00
<br />$ 143.50
<br />$ 17.05
<br />$ 19.65
<br />$ 12.15
<br />$ 21.57
<br />$ 426.15
<br />$ 601.00
<br />$ 773.75
<br />$ 1,416.50
<br />$ 287.00
<br />$ 6.60
<br />O M
<br />C13
<br />CV CO
<br />W O
<br />00
<br />CO
<br />49 49
<br />ea
<br />r: rr
<br />err err
<br />49494949
<br />P.m
<br />or P.
<br />ea err
<br />w r.
<br />15,189.75
<br />450.00
<br />88
<br />0 co an
<br />'9 0
<br />CO n
<br />49
<br />6 27,084.00
<br />6 1,736.00
<br />434.00
<br />837.00
<br />6 1,085.00
<br />6 366.00
<br />88p
<br />O8
<br />r Co
<br />6 38,750.00
<br />6 12,250.00
<br />6 10,800.00
<br />6 2,486.70
<br />3,520.00
<br />6 2,952.00
<br />6 358.80
<br />6 2,000.00
<br />6 1.80
<br />6 1,162.90 1
<br />192,479.95
<br />888
<br />80�
<br />CV
<br />494949
<br />3,408.00
<br />1,830.00
<br />39,960.00
<br />1,440.00
<br />3,250.00
<br />840.00
<br />5,100.00
<br />190.00
<br />3,549.00
<br />493.35
<br />128.00
<br />472.00
<br />2,767.05
<br />91,378.40
<br />re 07
<br />49
<br />ea err r7 err
<br />ea o.
<br />or s. P.
<br />ea r.
<br />w 6949
<br />er ea
<br />Le vs
<br />Pp. Pp. gyp.
<br />o. V. w
<br />v.
<br />6 15,189.75
<br />6 15.00
<br />6 440.00
<br />6 124.00
<br />8888
<br />4C�1 ;3 ;•43
<br />4949 4949
<br />6 31.00
<br />2.00
<br />64949
<br />Opp pOp
<br />t010
<br />4969
<br />6 50.00
<br />6 50.00
<br />6 1,800.00
<br />6 90.00
<br />pe
<br />OO
<br />r
<br />6 250.00
<br />0.01
<br />0.58
<br />$ 300.00
<br />$ 148.00
<br />$ 21.00
<br />$ 24.00
<br />$ 10.00
<br />$ 24.00
<br />$ 480.00
<br />ps
<br />p888 6888 COO,
<br />CEO 4 03 OS�r
<br />4696694694949 696
<br />$ 16.00
<br />$ 59.00
<br />$ 1.95
<br />reps
<br />re
<br />r. r.
<br />rr ea r. ea
<br />49 49 err
<br />err 4969
<br />r 8 8
<br />49 49x.
<br />2,000.00
<br />32,890.00
<br />23,790.00
<br />1,232.00
<br />350.00
<br />756.00
<br />1,050.00
<br />3,660.00
<br />15,000.00
<br />20,350.00
<br />46,500.00
<br />15,925.001
<br />10,800.00
<br />2,763.00
<br />800.00
<br />2,952.00
<br />2,990.00
<br />400.00
<br />3,600.00
<br />4,010.00
<br />202,268.00
<br />2,000.00
<br />27,450.00
<br />459.00
<br />2,698.00
<br />2,745.00
<br />39,960.00
<br />1,500.00
<br />3,500.00
<br />1,000.00
<br />4,500.00
<br />250.00
<br />3,276.00
<br />2,392.00
<br />480.00
<br />800.00
<br />4,257.00
<br />97,267.00
<br />es r, re re 07
<br />rr 07
<br />rr or
<br />ra rr err sr or 49
<br />49 w w
<br />177 re
<br />es r. 4949 ra
<br />r.
<br />8 8
<br />6 r
<br />O
<br />49 49
<br />$ 2,000.00
<br />$ 110.00
<br />$ 130.00
<br />$ 22.00
<br />$ 25.00
<br />$ 28.00
<br />OS
<br />°N fO
<br />49 49
<br />$ 50.00
<br />$ 55.00
<br />$ 60.00 I
<br />$ 65.00
<br />$ 1,800.00
<br />$ 100.00
<br />$ 100.00
<br />$ 12.00
<br />$ 10.00
<br />$ 50.00
<br />$ 20.00
<br />$
<br />2.00
<br />$ 2,000.00
<br />$ 150.00
<br />$ 17.00
<br />$ 19.00
<br />$ 15.00
<br />$ 24.00
<br />$ 500.00
<br />$ 700.00
<br />$ 1,000.00
<br />$ 1,500.00
<br />r$ 250.00
<br />$ 12.00
<br />$ 8.00
<br />$ 60.00
<br />$ 100.00
<br />$ 3.00
<br />J J
<br />W J J J J J
<br />J J
<br />J J
<br />J J W J W J J W U J
<br />W J J J J J W
<br />W W W 4C 4t W J J W W al
<br />O000C00tp
<br />r
<br />CI
<br />OO
<br />CD rnS LO 4.-
<br />N r r
<br />35.0.
<br />183.0
<br />300.0
<br />OOO CO0C00000 pOO
<br />Li) CO NO '9000 8N
<br />n N N N r S
<br />N
<br />1.0
<br />183.0
<br />27.0
<br />142.0
<br />183.0
<br />1665.0
<br />3.0
<br />000000000
<br />Cq r ri r^6 ac C7 CA
<br />N N v
<br />CC
<br />W
<br />3
<br />W
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<br />Q
<br />G
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<br />MOBLIZATION
<br />REMOVE 21" SANITARY SEWER PIPE
<br />CONNECT TO EXISTING SANITARY SEWER MH
<br />JACK/AUGER 12" STEEL CASING PIPE
<br />JACK/AUGER 18" STEEL CASING PIPE
<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 />8" PVC, SDR 35 SAN. SEW. (16' -18' DEEP)
<br />8" PVC, SDR 35 SAN. SEW. THROUGH CASING
<br />21" PVC, SDR 26 SAN. SEW. (10' -12' DEEP)
<br />21" PVC, SDR 26 SAN. SEW. (12' -14' DEEP)
<br />21" PVC, SDR 26 SAN. SEW. (14' -16' DEEP)
<br />21" PVC, SDR 26 SAN. SEW. (16' -18' DEEP)
<br />CONSTRUCT 4' DIA. MANHOLE TYPE 301(10' DEPTI-
<br />EXTRA DEPTH OF 4' DIA. MH
<br />I4" ON 21" PVC, SDR26 WYE BRANCH
<br />4" PVC, SCH40 SERVICE PIPE
<br />14" PVC, SCH40 SERVICE PIPE THROUGH CASING
<br />4" PVC, SCH40 SERVICE CLEANOUT
<br />TRENCH STABILIZATION ROCK
<br />TELEVISE SANITARY SEWER MAINS
<br />SUBTOTAL SANITARY SEWER
<br />WATERMAIN
<br />CONNECT TO EXIST. 12 "DIP WATERMAIN
<br />JACK/AUGER 18" STEEL CASING
<br />6 "DIP CLASS 52 WATERMAIN
<br />8 "DIP CLASS 52 WATERMAIN
<br />8 "DIP CLASS 52 WATERMAIN THROUGH CASING
<br />12 "DIP CLASS 52 WATERMAIN
<br />6" RES. SEAT GATE VALVE AND BOX
<br />8" RES. SEAT GATE VALVE AND BOX
<br />12" BUTTERFLY VALVE AND BOX
<br />6" HYDRANT (8' -6" BURY)
<br />6" HYDRANT EXTENSION - FURNISH AND INSTALL
<br />1" TYPE "K" COPPER WATER SERVICE
<br />1" TYPE "K" COPPER SERVICE THROUGH CASING
<br />1" CORPORATION STOP
<br />1" CURB STOP AND BOX
<br />MJDIP FITTINGS
<br />SUBTOTAL WATERMAM
<br />r N
<br />CO I. to CO n CO
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<br />COV CO ;.2 n °CA NNN
<br />r r r r r r
<br />r N C0 v
<br />Cn C0 n
<br />CO CA O NCO V N CO
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<br />BID TABULATION
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