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COMPENSATING CHANGE ORDER NO. 2
<br />410 LAKE DRIVE/APOLLO DRNE
<br />CITY OF LINO LAKES, MINNESOTA
<br />COMMISSION NO. 12426-01
<br />ITEM Mn00T
<br />NO. NO. DESCRIPTION
<br />November 30, 2003
<br />CONTRACT QUANTITY +/- UNIT AMOUNT NET CONTRACT
<br />UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE AMOUNT
<br />1 2021.501 MOBILIZATION
<br />2 2101.501 CLEARING
<br />3 2101.502 CLEARING
<br />4 2101.507 GRUBBING
<br />5 2101.507 GRUBBING
<br />6 2103.501 REMOVE BUILDING, SLABS AND DEBRIS
<br />7 2104.501 REMOVE PIPE CULVERTS
<br />6 2104.501 REMOVE PIPE STORM SEWER
<br />9 2104.501 REMOVE CURB AND GUTTER
<br />10 2104.501 REMOVE FENCE
<br />11 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />12 2104.505 REMOVE CONCRETE PAVEMENT
<br />13 2104.505 REMOVE BITUMINOUS PAVEMENT
<br />14 2104.509 REMOVE DRAINAGE STRUCTURE
<br />15 2104.511 SAWING CONC PAVEMENT (FULL DEPTH)
<br />16 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) .
<br />17 2104.523 SALVAGE SIGN TYPE C
<br />18 2104.523 SALVAGE SIGN TYPE D
<br />19 2104.523 SALVAGE UGHTING UNIT
<br />20 2104.602 RELOCATE MAILBOX
<br />21 2105.501 COMMON EXCAVATION (P)
<br />22 2105.507 SUBGRADE EXCAVATION
<br />23 2105.525 TOPSOIL BORROW (LV)
<br />24 2130.501 WATER FOR DUST CONTROL
<br />25 2211.503 AGGREGATE BASE, CL 5 (P)
<br />26. 2350.501 TYPE LV 3 WEARING COURSE MIXTURE (8)
<br />27 2350.501 TYPE HV 4 WEARING COURSE MIXTURE (Cr
<br />28 2350.502 TYPE HV 3 NON-WEARING COURSE MIXTURE (Cr
<br />29 2350.502 TYPE MV 3 NON - WEARING COURSE MIXTURE (8)"
<br />30 2350.601 TEMPORARY PAVEMENT
<br />31 2357.502 BITUMINOUS MATERIAL FOR TACK COAT
<br />32 2501.515 15 "RC PIPE APRON WITH TRASH GUARD
<br />33 2501.515 18 "RC PIPE APRON WITH TRASH GUARD
<br />34 2501.521 22" SPAN RC PIPE -ARCH CULVERT CLASS 5
<br />35 2501.525 22" SPAN RC PIPE -ARCH APRON IN/TRASH GRD
<br />38 2503.511 12 "RC PIPE SEWER CLASS 5
<br />37 2503.511 15-RC PIPE SEWER CLASS 5
<br />38 2503.511 18-RC PIPE SEWER CLASS 5
<br />39 2503.511 24 "RC PIPE SEWER CLASS 3
<br />40 2503.511 8" PVC PIPE SEWER, SDR 26
<br />41 2503.803 TELEVISE SANITARY SEWER MAINS
<br />42 2504.802 CONNECT TO EXISTING WATERMAIN
<br />43 2504.602 WATERMAIN OFFSET
<br />44 2504.802 RELOCATE HYDRANT AND VALVE
<br />45 2504.602 HYDRANT
<br />46 2504802 ADJUST EXISTING G.V. BOX
<br />47 2504.802 ADJUST EXISTING CURB BOX
<br />48 2504.602 6" GATE VALVE AND BOX
<br />49 2504.602 8" GATE VALVE AND BOX
<br />50 2504.803 6" WATERMAIN DUCTILE IRON CL 52
<br />51 2504.803 8" WATERMAIN DUCTILE IRON CL 52
<br />52 2504.604 2" INSULATION BOARD
<br />53 2504.808 DUCTILE IRON FITTINGS
<br />54 . 2506.502 CONST CATCH BASIN DESIGN H
<br />55 2508.502 CONST CBIMH DESIGN 402, 0 -10' DP
<br />58 2508.502 CONST CBIMH DESIGN 408.48" DIA, 0-10' DP
<br />57 2506.502 CONST CB/MH DESIGN 408.60" DIA, 0-10' DP
<br />58 2506.502 CONST CBIMH DESIGN 408.66" DIA, 0-10' DP
<br />59 2506.502 CONST SAN SEWER MH DESIGN 301, 0-10' DP
<br />80 2506.511 RECONSTRUCT SANITARY MANHOLES
<br />61 2508.522 ADJUST FRAME AND RING CASTING
<br />62 2506.602 CONNECT TO EXIST STORM SEW MANHOLE
<br />83 2506.602 CONNECT TO EXIST SAN SEW MANHOLE
<br />64 2508.602 OUTSIDE DROP FOR MANHOLE
<br />65 2506.603 EXTRA DEPTH OF 48" DIA MANHOLE .
<br />66 2508.603 EXTRA DEPTH OF 60" DIA MANHOLE
<br />67 2521.501 4" CONCRETE WALK
<br />68 2531.501 CONCRETE CURB AND GUTTER DESIGN 8418
<br />89 2531.501 CONCRETE CURB AND GUTTER DESIGN 8818
<br />70 2531.507 6" CONCRETE DRIVEWAY PAVEMENT
<br />71 2533.603 CONCRETE MEDIAN BARRIER DESIGN 8337
<br />72 2533.803 RELOCATE CONCRETE MEDIAN BARRIER
<br />73 2545.602 INSTALL SALVAGED LIGHTING UNIT
<br />74 2563.801 TRAFFIC CONTROL, PHASE 1
<br />75 2563.801 TRAFFIC CONTROL, PHASE 2
<br />78 2563.601 TRAFFIC CONTROL, PHASE 3
<br />77 2584.531 SIGN PANELS TYPE C
<br />78 2564.531 SIGN PANELS TYPE D
<br />79 2584.537 INSTALL SIGN TYPE C
<br />80 2584.537 INSTALL SIGN TYPE D
<br />81 2564.55 DELINEATOR TYPE CYLINDER STYLE
<br />82 2584.55 DELINEATOR TYPE (X4-2)
<br />83 2564.602 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM
<br />84 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORM
<br />85 2564.602 PAVT MESSAGE (RIGHT -THRU ARROW) POLY PREFORM
<br />86 2564.603 4" SOLID LINE WHITE -PAINT
<br />87 2584.803 24 "SOLID LINE WHITE -POLY PREFORMED
<br />88 2654.603 4" BROKEN LINE WHITE -PAINT
<br />LS 1 1.0 - $ 50,000.00 $ 50,000.00 $ - $ 50,000.00
<br />ACRE 0.15 0.15 - $ 1,000.00 $ 150.00 $ - $ 150.00
<br />TREE 74 47.0 (27.0) § 1.00 $ 47.00 $ (27.00) $ 74.00
<br />ACRE 0.15 0.15 - $ 1,000.00 $ 150.00 $ - $ 150.00
<br />TREE 74 47.0 (27.0) $ 1.00 $ 47.00 $ (27.00) $ 74.00
<br />LS 1 0.71 (0.3) $ 6,000.00 $ 4,260.00 $ (1,740.00) $ 6,000.00
<br />LF 619 507.0 (12.0) $ 6.00 $ 3,042.00 $ (72.00) $ 3,114.00
<br />LF 904 904.0 - $ 8.00 $ 7,232.00 $ - $ 7,232.00
<br />LF 148 248.0 100.0 $ 4.00 $ 992.00 $ 400.00 $ 592.00
<br />LF 309 309.0 - $ 4.00 $ 1,236.00 $ - $ 1,236.00
<br />SY 88 80.0 (8.0) $ 5.00 $ 400.00 $ (40.00) $ 440.00
<br />SY 7,200 7,200.0 - $ 3.00 $ 21800.00 $ - $ 21,800.00
<br />SY 15,482 15,817.0 155.0 5. 2.00 $ 31,234.00 $ 310.00 $ 30,924.00
<br />EA 4 4.0 - $ 400.00 $ 1,600.00 $ - $ 1,600.00
<br />LF 200 - (200.0) $ 4.00 $ - $ (800.00) 5 800.00
<br />LF 300 312.0 12.0 $ - 3.00 $ 938.00 $ 38.00 $ 900.00
<br />EA 1 1.0 - $ 14.00 $ 14.00 $ - $ 14.00
<br />EA 2 2.0 - $ 14.00 $ 28.00 $ - $ 26.00
<br />EA 1 1.0 - $ 310.00 $ 310.00 $ - $ 310.00
<br />EA 11 11.0 - $ 100.00 $ 1,100.00 $ - $ 1,100.00
<br />CY 24,007 27,071.0 3,084.0 $ 2.25 $ 80,909.75 $ 6,894.00 $ 54,015.75
<br />CY 11,365 11,593.0 228.0 5 3.25 $ 37,677.25 $ 741.00 $ 36,936.25
<br />CY 2,000 - (2,000.0) $ 0.01 $ - 5 (20.00) $ 20.00
<br />MGAL 500 550.0 50.0 $ 8.00 $ 4,400.00 $ 400.00 $ 4,000.00
<br />TON 11,100 11,100.00 - $ 9.00 $ 99,900.00 $ - $ 99,900.00
<br />TON 75 160.70 85.7 $ 80.00 $ 9,642.00 $ 5,142.00 5 4,500.00
<br />TON 2,600 2,368.34 (231.7) $ 40.00 $ 94,733.60 $ (9,266.40) $ 104,000.00
<br />TON 2,600 2,456.73 (143.3) 5 38.00 $ 93,355.74 $ (5,444.28) $ 98,800.00
<br />TON 8,200 7,740.65 (459.4) $ 28.00 $ 218,738.20 $ (12,861.80) $ 229,600.00
<br />SY 2,961 2,961.0 - $ 10.00 $ 29,610.00 $ - 5 29,810.00
<br />GAL 4,800 3,825.0 (1,175.0) $ 1.00 $ 3,625.00 $ (1,175.00) $ 4,800.00
<br />EA 2 2.0 - $ 800.00 $ 1,800.00 $ - $ 1,600.00
<br />EA 7 7.0 - $ 800.00 $ 5,600.00 $ - $ 5,600.00
<br />LF 95 95.0 - $ 45.00 $ 4,275.00 $ - $ 4,275.00
<br />EA 2 2.0 - $ 1,500.00 $ 3,000.00 $ - $ 3,000.00
<br />LF 326 328.0 - $ 20.00 $ 8,520.00 $ • $ 8,520.00
<br />LF 1,090 1,082.0 (8.0) 5 22.00 $ 23,804.00 $ (178.00) $ 23,980.00
<br />LF 1,116 1,087.0 (29.0) $ 24.00 $ 26,088.00 $ (698.00) $ 26,784.00
<br />LF 398 387.0 (9.0) $ 28.00 5 10,062.00 $ (234.00) $ 10,296.00
<br />LF 867 784.0 (83.0) $ 32.00 $ 25,088.00 $ (2,658.00) $ 27,744.00
<br />LF 712 712.0 - $ 1.00 $ 712.00 $ - $ 712.00
<br />EA 1 1.0 - $ 1,400.00 $ 1,400.00 $ - 5 1,400.00
<br />EA 1 1.0 - $ 2,600.00 $ 2,600.00 5 - $ 2,600.00
<br />EA 5 4.0 (1.0) $ 1,200.00 $ 4,800.00 $ (1,200.00) $ 8,000.00
<br />EA 1 1.0 - $ 2,800.00 $ 2,800.00 $ - $ 2,800.00
<br />EA 8 10.0 4.0 $ 300.00 $ 3,000.00 $ 1,200.00 $ 1,800.00
<br />EA 3 8.0 3.0 $ 100.00 $ 600.00 $ 300.00 $ 300.00
<br />EA 1 1.0 - $ 700.00 $ 700.00 $ - $ 700.00
<br />EA 8 8.0 - $ 800.00 $ 4,800.00 $ - $ 4,800.00
<br />LF 18 18.0 - $ 20.00 $ 360.00 $ - $ 360.00
<br />LF 892 892.0 - $ 19.00 $ 16,948.00 $ - $ 16,948.00
<br />SF 320 288.0 (32.0) $ 3.00 5 864.00 $ (96.00) $ 960.00
<br />LB 1,000 721.0 (2798) $ 3.00 $ 2,183.00 $ (837.00) $ 3,000.00
<br />EA 1 1.0 - $ 1,000.00 $ 1,000.00 $ - $ 1,000.00
<br />EA 2 2.0 - $ 1,200.00 $ 2,400.00 $ . $ 2,400.00
<br />EA 27 26.0 (1.0) $ 1,400.00 5 38,400.00 $ (1,400.00) $ 37,800.00
<br />EA 4 4.0 • $ 2,000.00 $ 8,000.00 $ $ 8,000.00.
<br />EA 1 1.0 - 5 2,400.00 $ 2,400.00 5 - 5 2,400.00
<br />EA 4 4.0 - $ 2,400.00 $ 9,800.00 $ - $ 9,600.00
<br />LF 17 17.0 - 5 200.00 $ 3,400.00 5 - $ 3,400.00
<br />EA 1 1.0 - $ 500.00 $ 500.00 $ - $ 500.00
<br />EA 1 2.0 1.0 $ 600.00 $ 1,200.00 $ 600.00 $ 600.00
<br />EA 1 1.0 - $ 1,000.00 $ 1,000.00 $ - $ 1,000.00
<br />EA 1 1.0 - $ 2,000.00 $ 2,000.00 $ - $ 2,000.00
<br />LF 44 27.8 (16.2) $ 90.00 $ 2,502.00 $ (1,458.00) $ 3,960.00
<br />LF 1 (1.0) $ 180.00 $ - $ (180.00) $ 180.00
<br />SF 11,124 12,314.0 1,190.0 $ 2.20 $ 27,090.80 $ 2,818.00 $ 24,472.80
<br />LF 5,002 5,365.0 383.0 $ 7.10 $ 38,09180 $ 2,577.30 $ 35,514.20
<br />LF 2,282 1,976.0 (306.0) $ 7.40 $ 14,622.40 $ (2,264.40) $ 18,886.80
<br />SY 98 142.03 44.0 5 38.00 $ 5,113.08 $ 1,585.08 $ 3,528.00
<br />LF 1,000 910.0 (90.0) $ 10.00 $ 9,100.00 $ (900.00) $ 10,000.00
<br />LF 1,000 - (1,000.0) $ 2.00 $ - $ (2,000.00) $ 2,000.00
<br />EA 1 1.0 - $ 1,400.00 $ 1,400.00 5 - $ 1,400.00
<br />LS 1 1.0 - $ 9,000.00 $ 9,000.00 $ - $ 9,000.00
<br />L3 1 1.0 - 5 8,000.00 $ 8,000.00 $ - $ 8,000.00
<br />LS 1 1.0 - $ 7,000.00 $ 7,000.00 $ - $ 7,000.00
<br />SF 428 428.0 - $ 22.00 $ 9,418.00 $ - $ 9,416.00
<br />SF 42.3 42.3 - $ 28.00 $ 1,184.40 $ - $ 1,184.40
<br />EA 1 1.0 - $ 95.00 $ 95.00 $ - $ 95.00
<br />EA 2 2.0 - $ 95.00 $ 190.00 $ - 5 190.00
<br />EA 2 - (2.0) $ 25.00 $ - $ (50.00) $ 50.00
<br />EA 8 - (8.0) $ 35.00 $ - $ (280.00) $ 280.00
<br />EA 13 13.0 - $ 150.00 $ 1,950.00 $ - $ 1,950.00
<br />EA 11 11.0 - $ 150.00 $ 1,650.00 $ - $ 1,650.00
<br />EA 2 2.0 - $ 225.00 $ 450.00 $ - $ 450.00
<br />LF 8,104 12,012.0 3,908.0 $ 0.14 $ 1,661.68 $ 547.12 $ 1,134.56
<br />LF 377 357.0 (20.0) $ 11.00 $ 3,927.00 $ (220.00) $ 4,147.00
<br />LF 710 820.0 110.0 $ 0.14 $ 114.80 $ 15.40 $ 99.40
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