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COMPENSATING CHANGE ORDER NO.3
<br />TWILIGHT ACRESTNILIGHT ACRES 2ND
<br />lic Tv OF LINO LAKES, MINNESOTA
<br />IMPROVEMENTS
<br />4SlON NO. 12278-02
<br />PERIOD ENDING: March 9, 2005
<br />ITEM REVISED
<br />NO. DESCRIPTION CONTRACT QUANTITY +/. UNIT AMOUNT NET TWILIGHT ACRES
<br />UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE CONTRA
<br />1 CLEAR & GRUB TREE EA 5.0 3.0
<br />2 8" PVC, C900 SANITARY SEWER LF (2.0) $ 1,000.00 $ 3,000.00 $ (2,000.00) $ 5,000.00
<br />2A 8" PVC, C900 SANITARY SEWER, 0-10' - LF - $ $ $ $
<br />LF
<br />2B 8" PVC, C900 SANITARY SEWER, 10 -12 255.0 - (255.0) $ 29.40 $ $ (7,497.00) $ 7,497.00
<br />2C 8" PVC, C900 SANITARY SEWER, 12 -14' 869.0 919.0 50.0 $ LF 31.81 $ 29,233.39 $ 1,590.50 $ 27,642.89
<br />2D 8" PVC, C900 SANITARY SEWER, 14-16' 234.0 421.0 187.0 $ 32.81 $ 13,813.01 $ 8,135.47 $ 7,677.54
<br />3 CONSTRUCT 4' DIA' MANHOLE TYPE 301(0 -10' DEPTH) LF 55.0 25.0 (30.0) $ 34.50 $ 862.50 $
<br />4 EXTRA DEPTH OF 4' DIA MH 8.0 8.0 $ 1,650.00 $ 13,200.00 $ (1,035.00) $ 1,897.50
<br />5 8" DIP OUTSIDE DROP CONNECTION (0 -2') LF EA 20'2 22.0 1.8 $ 95.00 $ 2,090.00 $ 171.00 $ 11,919.00
<br />6 EXTRA DEPTH 8" DIP OUTSIDE DROP CONNECTION LF 1,0 1.0 - $ 2,500.00 $ 2,500.00 $
<br />7 4" ON 8" PVC, C -900 WYE BRANCH LF 7'S 7 5 - $ 100.00 $ 750.00 $ $ 2,500.00 EA 8 4" PVC, C -900 SAN, SEW. SERVICE PIPE 25.0 25.0 - $ 310.00 $ 7,750.00 $ $ 750.00
<br />9 4" RIGID POLYSTYRENE INSULATION LF 770.0 883.0 113.0 $ 17.35 $ 15,320,05 $ 1,960.55 $ $ 7,750.00
<br />13,359.50
<br />10 TRENCH STABILIZATION ROCK SF - $ - $ $ $
<br />11 TELEVISE SANITARY SEWER MAINS. LF
<br />LF 80.0 150.0 70.0 $ 5.00 $ 750.00 $ 350.00 $ 400.00
<br />12 REMOVE CONCRETE DRIVEWAY 1,413.0 1,365.0 (48.0) $ 0.96 $ 1,337.70 $
<br />13 REMOVE BITUMINOUS PAVEMENT SY - $ $ (47.04) $ 1,384.74
<br />14 AGGREGATE BASE CLASS 5
<br />SY 4,780.0 4,690.0 (90.0) 5 5.00 $ 23,450.00 $ (450.00) $ 23,900.00
<br />15 2350 TYPE LV 2 OR 3 NON WEAR COURSE TN TN 560.00 $ 13.99 $ 7,834.40 $ $ 7,834.40
<br />16 2350 TYPE LV 4 WEARING COURSE _ - - $ - $ $ $
<br />17 CRS -1 BITUMINOUS MATERIAL FOR TACK TN - - $ 56.21 $ - $ - $
<br />18 6" CONCRETE DRIVE GA - $ - $ - $ - $
<br />19 SODDING SY - - $
<br />20 SILT FENCE SY ° °*" L` • $ 3.89 $ 5 - $
<br />21 COMMON EXCAVATION - STREET LF 60.0 - (60.0) $ 3.00 $ - $ (180.00) $ 180.00
<br />TOTAL TWILIGHT ACRES CY -'•- -°.GQ ' 360.0 5 8.10 $ 2,916.00 $ $ 2,916.00
<br />$ 124,807.05 5 (1,001.52) $ 125,808.57
<br />TWILIGHT ACRES 2ND
<br />8" PVC, C900 SANITARY SEWER LF
<br />ONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) EA
<br />XTRA DEPTH OF 4' DIA MH LF
<br />8" DIP OUTSIDE DROP CONNECTION (0 -2) EA
<br />5 EXTRA DEPTH 8" DIP OUTSIDE DROP CONNECTION LF
<br />6 4" ON 8" PVC, C -900 WYE BRANCH • EA
<br />7 4" PVC, C -900 SAN. SEW. SERVICE PIPE LF
<br />8 4" RIGID POLYSTYRENE INSULATION SF
<br />9 TELEVISE SANITARY SEWER MAINS LF
<br />10 REMOVE 24" CMP STORM PIPE LF
<br />11 REMOVE CATCH BASIN/MANHOLE EA
<br />12 CURB OPENING CATCH BASIN (MnDOT 4021E) EA
<br />13 24" CMP STORM SEWER PIPE LF
<br />14 CONNECT TO EXISTING STORM SEWER PIPE EA
<br />15 REMOVE BITUMINOUS PAVEMENT SY
<br />16 AGGREGATE BASE CLASS 5 TN
<br />17 2350 TYPE LV 2 OR 3 NON WEAR. COURSE TN
<br />18 2350 TfPE LV 4 WEARING COURSE TN
<br />19 CRS -1 BITUMINOUS MATERIAL FOR TACK GA
<br />20 SODDING
<br />21 SILT FENCE SY
<br />22 COMMON EXCAVATION - STREET C
<br />TOTAL TWILIGHT ACRES 2ND
<br />CY Y
<br />ESTIMATE NO.4 (FINAL)
<br />CHANGE ORDER NO. 2
<br />ADDITIONAL ITEMS
<br />1 ADD LOCATE AND EXPOSE PRIVATE WATER WELL PER MDH
<br />INSPECTOR REQUIREMENT
<br />2 ADD RESTORE AND GRADE BOULEVARDS TO PREPARE FOR
<br />SODDING
<br />3 ADD MOBILIZATION COSTS DUE TO PROJECT DELAY TO MOVE
<br />EQUIPMENT TO PROJECT AND THEN MOVE EQUIPMENT OFF -
<br />SITE IN FEBRUARY AND APRIL OF 2002.
<br />0 ADD EXTRA COSTS TO SHAPE AND PREPARE STREET
<br />'BITUMINOUS PATCHING FOR TWILIGHT ACRES 2N0 DUE TO
<br />PROJECT DELAY AND ACCOMPANYING WINTER HOLD OVER.
<br />SUBTOTAL ADD ITEMS CHANGE ORDER NO. 2
<br />TOTAL COMPENSATING CHANGE ORDER NO.3
<br />677.0
<br />5.0
<br />6.5
<br />1.0
<br />7.3
<br />7.0
<br />238.0
<br />3,660.0
<br />677.0
<br />12.0
<br />2.0
<br />2.0
<br />12.0
<br />3.0
<br />977.0
<br />425.0
<br />110.0
<br />150.0
<br />688.0 11.0 $ 26.31 $ 18,101.28 $ 289.41 $ 17,811.87
<br />5.0 - $ 1,650.00 $ 8,250.00 5 $ 8,250.00
<br />6.5 - $ 95.00 $ 612.75 $ $ 612.75
<br />1.0 - $ 3,285.00 $ 3,285.00 5 $ 3,285.00
<br />7.3 - $ 135.00 $ 980.10 $ $ 980.10
<br />7.0 $ 310.00 $ 2,170.00 $ $ 2,170.00
<br />297.0 59.0 $ 21.45 $ 6,370.65 $ 1,265.55 $ 5,105.10
<br />3,940.0 280.0 $ 1.96 5 7,722.40 $ 548.80 $ 7,173.60
<br />677.0 - $ 0.98 $ 663.46 $ $ 663.46
<br />8.0 (4.0) $ 10.00 $ 80.00 $ (40.00) $ 120.00
<br />2.0 - $ 375.00 $ 750.00 $ $ 750.00
<br />2.0 $ 2,550.00 $ 5,100.00 $ $ 5,100.00
<br />8.0 (4.0) $ 26.35 $ 210.80 $ (105.40) $ 316.20
<br />3.0 $ 450.00 $ 1,350.00 $ - $ 1,350.00
<br />972.0 (5.0) $ 5.00 $ 4,860.00 $ (25.00) $ 4,885.00
<br />450.31 25.3 $ 28.61 $ 12,883.37 $ 724.12 $ 12,159.25
<br />$ $ $ $
<br />183.9 73.9 $ 129.05 $ 23,734.88 $ 9,539.38 $ 14,195.50
<br />- $ $ $ - $ -
<br />$ 3.89 $ _ $ - $
<br />(150.0) $ 3.00 $ - $ (450.00) $ 450.00
<br />- $ 8.10 $
<br />$ 97,124.69 $ 11,746.86 $ 85,377.8.1
<br />$ 221,931.74 $ 10,745.34 $ 211,186.4(
<br />HR 0.50 0.50 $ 650.00 $ 650.00 $ 325.00 $ $ 325.0(
<br />SY 1,032.00 1,032.00 $ 1.00 $ 1.00 $ 1,032.00 $ $ 1,032.0(
<br />LS 1.00 1.00 $ 2,745.00 $ 2,745.00 $ 2,745.00 $ $ 2,745.0(
<br />LS
<br />1.00 1.00 $ 3,302.00 $ 3,302.00 $ 3,302.00 $
<br />• $ 3,302.0(
<br />-47-
<br />$ 7,404.00 $ $ 7,404.01
<br />$ 229,335.74 $ 10,745.34 $ 218,590.41
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