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COMPENSATING CHANGE ORDER N0.2
<br />BIRCH STREET AND HODGSON ROAD IMPROVEMENTS
<br />CITY OF LINO LAKES, MINNESOTA
<br />• (DA PROJECT NO. 12993.001
<br />PERIOD ENDING: November29, 2005
<br />.,EM
<br />NO. DESCRIPTION CONTRACT QUANTITY +/- UNIT AMOUNT NET CONTRACT
<br />UNIT QUANTITY TO DATE DIFFERENCE PRICE TD DATE CHANGE AMOUNT
<br />BIRCH STREET AND HODGSON ROAD IMPROVEMENTS
<br />1 MOBILIZATION
<br />2 CLEARING LS 1.0 1.00 - 5 23,000.00 $ 23,000.00 5 - 5 23,000.00
<br />3 GRUBBING TR 59.0 70.0 11.0 5 150.00 5 10,500.00 5 1,650.00 5 8,850.00
<br />4 REMOVE FENCE TR 61.0 60.0 (1.0) 5 150.00 $ 9,000.00 5 (150.00) $ 9,150.00
<br />5 REMOVE CONCRETE CURB LF 55.0 55.0 • S 1.00 $ 55.00 $ $ 55.00
<br />6 REMOVE STORM SEWER PIPE (ALL TYPES & SIZES • 430.0 430.0
<br />7 REMOVE WOODEN LANDSCAPING POST $ 4.OD $ 5,720.00 $ 1,720.00
<br />LF 56.0 56.0 $ $ 12.00 9 672.00 5 - $ 672.00
<br />EA 10.0 10.0 • 5 20.00 S 200.00 5 - 0 200.00
<br />8 REMOVE BR SURFACE - STREET/DWY/TRAIUSHOULDER (ALL
<br />DEPTHS) BITUMINOUS- STREET
<br />9 MILL 2• Sy 6,628.0 6,661.0 33.0 5 1.70 $ 11,323.70 5 56.10 5 11,267.60 10 REMOVE CATCH BASIN, MANHOLE SY 1,311.0 1,555.0 244.0 $ 3.50 $ 5442.50 5 854.00 $ 4,588.50
<br />EA 5.0 5.0 $ 300.00 $ 1,500.00 5 • $ 1,500.00
<br />11 SAW CUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 5,524.0 5,426.0 (98.0) $ 1.80 $ 9,786.80 S
<br />12 SALVAGE AND REINSTALL MAILBOX SUPPORT EA 7.0 2.0 (176.40) 5 9,94320
<br />13 SALVAGE AND RELOCATE HYDRANT & GATE VALVE SYSTEM (5.0) $ 90.00 S 180.00 $ (450.00) $ 630.00
<br />14 SALVAGE AND REINSTALL 12" PIPE SEWER CMP LS 1.0 1.0 - 1,850.00 $ 1,85060 5 5 1,850.00
<br />$
<br />15 SALVAGE AND REINSTALL 15' RCP LF 37.0 38.0 1.0 $ 18.00 $ 684.00 $ 18.00 $ 666.00
<br />LF 61.0 77.0 16.0 $ 21.00 1,617.00 $ 336.00 $ 1,281.00
<br />$
<br />16 SALVAGE AND REINSTALL 15" FES (RCP) EA 3.0 5.0 2.0 5 1,000.00 $ 5,000.00 $ 2,000.00 5 3,000.00
<br />17 SALVAGE AND REINSTALL 24' FES (RCP) EA 1.0 1.0 • $ 1200.00 5 1,300.00 $ - 5 1,300.00
<br />18 COMMON EXCAVATION (P) (STREET/DRIVEWAY) CY 5,760.0 5,7600 5 7.O0 5 40,460.00 $ • 19 COMMON EXCAVATION (P) FOR TRAIL CY 840.0 840.0 $ 40,460.00
<br />20 SUBGRADE EXCAVATION Cy 5 9.00 5 7,560.00 $ - $ 7,560.00
<br />21 SELECT GRANULAR BORROW (CV) (P) CY 700.0 180.0 (520.0) $ .O $ 1.260.00 $ (3,640.00) $ 4,900.00
<br />22 TOPSOIL BORROW (LV) CY 700.0 574.0 (126.0) $ 133.00 9 5 7,462.00 5 (1,638.00) $ 9,100.00
<br />CY 2,100.0 1,757.0 (343.0) 5 7.00 $ 12,299.00 5 (2,401.00) 5 14,700.00
<br />23 CRUSHED ROCK -6' DEPTH (TRENCH STABILIZATION) LF 100.0 (100.0) 9 4.00 $ - $
<br />24 EXPLORATORY DIGGING HR 5.0 (400.00) $ 400.00
<br />25 AGGREGATE BASE CLASS 5 (100% CRUSHED) (STREET, (5.0) 5 450.00 5 $ (2 250.00) S 2,250.00
<br />DRIVEWAY) TN 6,050.0 4,356.25 (1,693.8) $ 11.00 $ 47,918.75 $
<br />(
<br />26 AGGREGATE BASE CLASS 5 (100% CRUSHED) FOR TRAIL TN 1,123.0 2,005.71 882.7 S 12.75 $ 25.572.90 5 11,5455) 5 14,318.25
<br />27 TYPE MV AGG. 3 WEARING COURSE ( C.SA.H. 10, C.S.A.H. 49) TN 1,224.0 1,295.22 71.2 $ 39.80 $ 51,549.76 5 2,634.56 5 48,715.20
<br />28 TYPE MV AGG. 3 NON - WEARING COURSE (C.S.A.H. 10, C.S.A.H.
<br />49) TN 1,809.0 1,955.6 146.6 5 37.25 $
<br />29 TYPE LV AGG. 3 WEARING COURSE (WARE RD) 7N 78,487.00 $ 5,460.85 5 66,48720
<br />230
<br />30 TYPE LV AGG. 3 NON - WEARING COURSE (WARE RD, 230.0 230.0 S 36.90 $ 8,487.00 $ $ 8,487.00
<br />COMMERCIALDWYS) TN 253.0 253.0 5 42.40 5 10,72720 5
<br />1 TYPE LV AGG.4 WEARING COURSE 2• THICK FOR TRAIL 5 13,899.60
<br />TN 324.0 432.56 108.6 42.90 5 18,556.82 $ 4,85722 5 13,899.60
<br />32 TYPE LV AGG. 4 WEARING COURSE 2' THICK FOR DRIVEWAY 400.0 452.87 $
<br />33 BITUMINOUS MATERIAL FOR TACK COAT 52.9 $ 15.75 5 7,132.70 $ 832.70 $ 6,300.00
<br />GAL 1,100.0 1,525.0 425.0 S 2.50 5 3,812.50 $ 1,06250 $ 2,750.00
<br />34 CONNECT TO EXISTING STORM SEWER PIPE (ALL SIZES AND
<br />EA
<br />35 12' RC PIPE APRON W/ TRASH GUARD EA 5.0 5.0 $ 1,100.00 $ 5,500.00 $ 1 0 1.0 5 5,500.00
<br />36 18' RC PIPE APRON W/ TRASH GUARD $ 790.00 $ 790.00 $ • S 790.00
<br />37 1T RC PIPE SEWER GLASS V DESIGN 3006 EA 5.0 4.0 (1.0) $ 1,070.00 $ 4,280.00 $ (1,070.00) $ 5,350.00
<br />38 15" RC PIPE SEWER CLASS V DESIGN 3006 LF 63.0 63.D $ $ 28.00 1,764.00 $ - $ 1,764.00
<br />LF 24.0 32.0 8.0 $ 36.00 $ 1,152.00 S 288.00 $ 864.00
<br />39 18' RC PIPE SEWER CLASS V DESIGN 3006 LF 75.0 75.0
<br />40 36" C.S. PIPE - 5 40.00 5 3,000.00 5 • $ 3,000.00
<br />41 36 45 DEGREE ELBOW FOR C.S. PIPE LF 3.0 3.O - $ 100.00 5 300.00 $ - 5 300.00
<br />EA
<br />42 36' METAL APRON FOR C.S. PIPE 1.0 1.0 - 5 550.00 $ 550.00 5 $ 550.00
<br />43 BULKHEAD 36' C.S. PIPE - EA 1.0 1.0 5 1,160.00 5 1,169.00 $ - $ 1,16100
<br />44 ADJUST EXISTING G.V. BOX EA 1.0 1.0 $ 400.00 $ 400.00 $ - 5 400.00
<br />EA 4.0 6.0 2.0 $ 175.00 $ 1,050.00 $ 350.00 5 700.00
<br />45 IINSULATION AIN DUCTILE IRON CL. 52 LF 76.0 28.0 (50.0) $ 75.00 5 2,100.00 S
<br />46 INULATIO (4' THICKNESS) SY 20.0 (3,750.00) 5 5,850.00
<br />47 DUCTILE IRON FITTINGS 20.0 (20.0) $ 20.00 $ - $ (400.00) $ 400.00
<br />45 CONSTRUCT CATCH BASIN 2T DESIGN 403 31.0 31.0 - $ 8.00 $ 248.00 $ • • 5 248.00
<br />CASTING ASSEMBLY) (W/
<br />49 CONSTRUCT CATCH BASIN -MH 48' DESIGN 406 (W/ SALVAGED 3.0 3.0 $ 785.00 $ 2,355.00 $ 5 2,355.00
<br />CASTING ASSEMBLY) EA 1.0 1.0 $ 1,480.00 $ 1,480.00 $ $ 1,480.00
<br />50 CONSTRUCT STORM SEWER MI-148" (W/ SALVAGED CASTING
<br />ASSEMBLY) EA 1.0 1.0 5 1,360.00 $ 1,360.00 $ 51 RANDOM RIP RAP CLASS!!! CY 31.0 33.95 3.0 $ 93.00 5 3,157.35 $ 274.35 5 2,883 00
<br />52 CONCRETE CURB AND GUTTER DESIGN 6418
<br />53 CONCRETE CURB AND GUTTER DESIGN 8618 LF 253.0 302.0 49.0 $ 17.25 $ 5,209.50 $ 64525 S 4,36425
<br />LF 427.0 580.0 153.0 5 1520 $ 8,816.00 $ 2,32550 $ 6,490.40
<br />54 4• CONCRETE DRNEWAY PAVEMENT (2.4) $ 24.90 5 3,525.84 $ )
<br />55 MAILBOX SUPPORT � 144,0 141.6 (59]6 $ 3,585.60
<br />56 TRAFFIC CONTROL
<br />EA 3.0 2.0 (1.0) $ 95.00 5 190.00 $ (95.00) 5 285.00
<br />LS 1,0 1.0 $ 6,000.00 $ 6,000.00 $
<br />57 FULL T ACTT CONTROL SIGNAL SYSTEM SIG • SYS 1.0 1.00 - 5 6,000.00
<br />- $ 105,000.00 $ 105,000.00 $ • $ 105,000.00
<br />58 EMERGENCY VEHICLE PREEMPTION SYSTEM
<br />LS 1.0 1.0 $ 5,600.00 $ 5,601.00 $ - 5 5,600.00
<br />59 REMOVE PAVEMENT MARKING - PERMANENT LF 4,000.0 1,2520 (2,748.0) $ 0.50 5 626.00 $
<br />60 REMOVE SIGN TYPE C (1,374.00) 5 2,000.00
<br />61 SALVAGE SIGN (INCL. POST & ASSEMBL EA 29.0 20.0 (9.0) $ 20.00 S 400.00 $ (180.00) $ 580.00
<br />EA 12.0 6.0 (6.0) $ 125.00 9 750.00 $ (750.72) $ 1,500.00
<br />62 SIGN PANELS TYPE C (F 8 1) (INCL POST &ASSEMBLY)
<br />63 HAZARD MARKER X4-2 SF 247.5 257.55 8 10,1 1 $ 21.50 $ 5,537.97 $ 216.72 $ 5,32125
<br />EA 6.0 6.0 5 45.00 5 270.00 5
<br />64 PAVEMENT MESSAGE (LT ARROW) POLY PREFORM EA 10.0 110 1.0 $ 219.00 $ 2,409.00 $ 219.- 5 00 $ 2,191270..00 01
<br />65 PAVEMENT MESSAGE (RT ARROW) POLY PREFORM EA 11.0 11.0 $ 219.00 $ 2,409.00 $
<br />66 4' SOLID UNE WHITE -PAINT - - 2,409.00
<br />67 24' SOLID LINE YELLOW -PAINT
<br />LF 10,470.0 12,035.0 1,566.0 5 0.12 $ 1,444.32 S 167.92 $ 2 S 1,256.40 68 24' STOP LINE WHITE -POLY PREFORM LF 635.0 1,218.0 5820 $ 1.87 5 2,277.66 $ 1,06634 5 1,189.32
<br />LF 130.0 53.0 (77.0) 5 15.50 5 821.50 5 69 4• DDUBLE SOLID LINE YELLOW -PAINT (1,193.50) 5 2,015.00
<br />LF 6,898.0 11,856.0 4,958.0 $ 0.22 $ 2,608.32 $ 1,090.76 $ 1,51756
<br />70 ZEBRA CROSSWALK EAS E -POLY PREFORMED SF 828.0 380.0 (448.0) S 7.75 $ 2,945.00 $ 71 SILT FENCE, TYPE PREASEMBLED LF ^ ^" ^ 4,032.0 (3,472.00) $ 6,417.00
<br />72 INLET PROTECTION AT CB 8 (22580) $ 1.75 $ 7,056.00 $ (3,969.00) $ 11,025.0D
<br />EA - 8 6 5.0 3.0 $ 125.00 5 625.07 5 375.00 $ 250.00
<br />EA
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