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<br />TABULATION OF BIDS
<br />2010 SURFACE WATER MANAGEMENT TKDA
<br />STREET DRAINAGE IMPROVEMENTS 6Mrn44emr • mn:!uitrnnn, • PI ANNINr
<br />CITY OF LINO LAKES, MINNESOTA
<br />TKDA PROJECT NO. 14563.004
<br />BIDS OPENED: AUGUST 17, 2010, AT 10:00 AM
<br />*DENOTES ERROR IN BIDDERS CALCULATION
<br />ENGINEER'S ESTIMATE CW HOULE INC. PENN CONTRACTING, INC.
<br />ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL
<br />No. DESCRIPTION QUANTITY UNIT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT
<br />I
<br />3,000.00
<br />6 2,700.00
<br />8 <88881
<br />m
<br />m
<br />N
<br />69 69
<br />1
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<br />N
<br />69 m
<br />I
<br />88
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<br />er
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<br />m
<br />69
<br />8888888
<br />�Ip
<br /><tD
<br />Nr•
<br />69 69
<br />f7
<br />N1.
<br />69 69
<br />T
<br />69
<br />N O
<br />1�
<br />69 69
<br />S
<br />m
<br />to
<br />69
<br />85
<br />N N
<br />69 69
<br />$ 29,945.00 I
<br />88888S8O1811IS
<br />10
<br />69
<br />0 D
<br />NC
<br />69 69
<br />8
<br />69 69
<br />SDg
<br />r N
<br />69 69
<br />r•
<br />69 69
<br />S
<br />iii
<br />co
<br />M
<br />885
<br />gI
<br />0 p
<br />10{
<br />'.
<br />N
<br />r•
<br />1,044.00
<br />6 3,138.00
<br />450.00
<br />6 3,027.00
<br />f_
<br />9
<br />85.00 9
<br />6 1,256.00 1
<br />6 1,044.00 1
<br />o7 07
<br />8 8
<br />co in
<br />mr[qN
<br />r-
<br />o: as
<br />8 8
<br />1D o
<br />8 .°-
<br />N O
<br />69
<br />1
<br />o 1
<br />69, Sr
<br />6 1,750.00 1
<br />6 5.50 I
<br />,
<br />88888888288
<br />1oDSL701D6
<br />m1))
<br />6969
<br />696969694,69
<br />O C v:
<br />69 6969
<br />R
<br />888881
<br />oD 50m
<br />m CD N
<br />N
<br />69 69 696969'
<br />$ 35.00
<br />$ 55.00
<br />$ 200.00
<br />$
<br />2.70
<br />$ 1,500.00
<br />ww696969
<br />W W 6%
<br />CO
<br />_. _. _.
<br />■■■■�■■■■n■■�■■■■■■■■■■■
<br />■
<br />$ 1,810.00
<br />$ 3,440.00
<br />$ 2,170.00
<br />$ 2,030.00
<br />$ 4,075.001
<br />$ 720.00
<br />$ 3,400.00
<br />$ 1,890.00
<br />$ 1,860.00
<br />$ 320.00
<br />$ 1,650.00
<br />$ 1,150.00
<br />$ 900.00
<br />8 p8 =.
<br />88 W
<br />r- lo+f
<br />69 69 69
<br />$ 700.00
<br />$ 1,100.00
<br />$ 2,400.00
<br />$ 1,780.00
<br />$ 2,300.00
<br />$ 8,930.00
<br />$ 200.00
<br />$ 5,600.00
<br />$ 5,980.00
<br />$ 330.00
<br />$ 450.00
<br />0
<br />A
<br />N
<br />69
<br />$ 1,500.00
<br />_ $ 560.00
<br />$ 4,870.00
<br />$ 3,088.00
<br />$ 400.00
<br />$ 460.00
<br />$ 1,500.00
<br />$ 1,000.00
<br />$ 800.00
<br />_.
<br />•
<br />er
<br />69
<br />°05
<br />0<
<br />m
<br />6 2,170.00
<br />6 2,030.00
<br />6 4,075.00
<br />6 8.00
<br />6 17.00
<br />N at 1n 01D 17
<br />r• r•
<br />69 69 69 69 69 69
<br />cim
<br />f0
<br />6969
<br />0888888 858
<br />SM .m �6m 6 W
<br />W 69 6969 69 69 4, 69 64 69
<br />$ 1,500.00
<br />$ 8.00
<br />$ 4,870.00
<br />$ 193.00
<br />$ 20.00
<br />$ 23.00
<br />$ 150.00
<br />$ 5.00
<br />$ 800.00
<br />6969w
<br />es
<br />or or
<br />08
<br />88 N
<br />M P1
<br />500.00
<br />200.00
<br />$8o8$88$
<br />O N S
<br />o N
<br />1,620.00
<br />1,200.00
<br />1,280.00
<br />1,125.00
<br />620.00
<br />750.00
<br />6 1,500.00
<br />6 400.00
<br />I 29,995.00
<br />$ 5,000.00
<br />$ 500.00
<br />$ 2,400.00
<br />$ 472.00
<br />$ 1,380.00
<br />88
<br />r
<br />69
<br />$ 4,340.00
<br />$ 5,980.00
<br />$ 217.50
<br />$ 200.00
<br />0
<br />co
<br />N
<br />69
<br />$ 5,000.00
<br />$ 560.00
<br />$ 200.00
<br />$ 960.00
<br />$ 400.00
<br />$ 400.00
<br />$
<br />650.00
<br />$ 500.00
<br />$ 1,500.00
<br />0
<br />1�
<br />r
<br />69
<br />1 $ 66,174.50
<br />69 69 es or 69
<br />69 69
<br />64 _.69
<br />I 3,500.00
<br />I 40.00
<br />6 500.00
<br />6 200.00
<br />6 3,500.00
<br />8888888
<br />N
<br />6 I 0 N 10 m N
<br />696969 69 69
<br />6 1,500.00
<br />4.00
<br />$ 5,000.00
<br />$ 500.00
<br />$ 3.00
<br />$ 2.95
<br />$ 3.00
<br />8$
<br />W
<br />6969
<br />8 N0
<br />Nm M f• O
<br />69 69 69
<br />$ 5,000.00
<br />$ 8.00
<br />$ 200.00
<br />$ 60.00_
<br />$ 20.00
<br />$ 20.00
<br />$ 65.00
<br />$ 2.50
<br />$ 1,500.00
<br />69
<br />69
<br />_. _.
<br />Q69696Q9 Q690QQ.�
<br />W JW W WJUHFFUfAJ(A
<br />JJ UIUJI
<br />— LI
<br />I— J NJ
<br />669
<br />T. W JUI —F— W J
<br />o&NmU3
<br />ry
<br />oor•o0
<br />r•
<br />1.0
<br />1.0
<br />800.0
<br />160.0
<br />460.0
<br />00
<br />e
<br />70.0
<br />460.0
<br />30.0
<br />50.0
<br />01
<br />OZ
<br />OZ
<br />91
<br />OL
<br />0
<br />NT
<br />STORM MANHOLE, TYPE 409
<br />18" RCP (TIE AT ALL JOINTS)
<br />18" RCP APRON
<br />REMOVE/REPLACE 15" APRON
<br />CONSTRUCT DRAINAGE STRUCTURE - DESIGN 2
<br />TRENCH STABILIZATION / PIPE BEDDING
<br />SELECT GRANULAR BORROW (FILL OVER PIPE)
<br />AGGREGATE BASE CLASS 5 (6" DEPTH) _
<br />BITUMINOUS BASE COURSE 2360 (LVNW 35030)
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />BITUMINOUS WEARING COURSE (LVWE 45030)
<br />CLASS III RIPRAP WI FABRIC
<br />EROSION CONTROL BLANKET CATEGORY 3
<br />SEED /RESTORATION
<br />SOD FOR EXISTING YARD AREA
<br />SUBTOTAL PROJECT B1 -1 and B1 -2
<br />IECT B2 -1 - TIMBERWOLF TRAIL DRAINAGE
<br />MOBILIZATION
<br />TRAFFIC CONTROL
<br />RECLAIM BITUMINOUS
<br />HAUL OUT EXCESS MILLINGS (LV)
<br />REMOVE OF AND DISPOSE OF CONCRETE CURB
<br />BITUMINOUS WEARING COURSE (LVWE 45030)
<br />D412 CONCRETE CURB AND GUTTER
<br />SODDING AND TOPSOIL BORROW
<br />BIODEGRADABLE FIBER EROSION CONTROL ROLLS
<br />N
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<br />Q70tQ
<br />I en
<br />j D WW
<br />MOBILIZATION
<br />REMOVE BITUMINOUS PAVEMENT
<br />REMOVE/REPLACE RCP 51.12" x 31.31" ARCH APRON
<br />RCP 51.12" x 31.31" ARCH PIPE
<br />SELECT GRANULAR BORROW (FILL OVER PIPE)
<br />AGGREGATE BASE CLASS 5 (6" DEPTH)
<br />BITUMINOUS WEAR COURSE (2" DEPTH)
<br />EROSION CONTROL BLANKET CATEGORY 3
<br />SEED / RESTORATION
<br />SUBTOTAL PROJECT B3 -1
<br />2010 STREET DRAINAGE IMPROVEMENTS TOTAL
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