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CHANGE ORDER NO. 4 (CCO)
<br />2023 STREET IMPROVEMENTS
<br />CITY OF LAKE ELMO, MINNESOTA
<br />PROJECT NO. 2022.123
<br />QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT
<br />PART 1 - TANA RIDGE GENERAL
<br />1 LS 1.00 $31,448.85 $31,448.85 1.00 $31,448.85 0.00 $0.00
<br />2 LS 1.00 $2,231.29 $2,231.29 1.00 $2,231.29 0.00 $0.00
<br />3 LF 780.00 $6.74 $5,257.20 840.00 $5,661.60 60.00 $404.40
<br />4 EA 14.00 $121.70 $1,703.80 14.00 $1,703.80 0.00 $0.00
<br />5 HR 40.00 $142.61 $5,704.40 16.00 $2,281.76 -24.00 -$3,422.64
<br />6 EA 6.00 $375.97 $2,255.82 7.00 $2,631.79 1.00 $375.97
<br />7 EA 6.00 $250.29 $1,501.74 1.00 $250.29 -5.00 -$1,251.45
<br />8 EA 20.00 $127.81 $2,556.20 20.00 $2,556.20 0.00 $0.00
<br />9 EA 20.00 $14.91 $298.20 20.00 $298.20 0.00 $0.00
<br />10 EA 4.00 $250.29 $1,001.16 4.00 $1,001.16 0.00 $0.00
<br />11 SF 20.25 $95.43 $1,932.46 24.75 $2,361.89 4.50 $429.44
<br />12 CY 640.00 $51.18 $32,755.20 366.87 $18,776.41 -273.13 -$13,978.79
<br />13 SY 2,300.00 $9.00 $20,700.00 392.00 $3,528.00 -1,908.00 -$17,172.00
<br />14 SY 2,600.00 $13.31 $34,606.00 1,974.00 $26,273.94 -626.00 -$8,332.06
<br />TOTAL PART 1 - TANA RIDGE GENERAL $143,952.32 $101,005.18 -$42,947.14
<br />PART 2 - TANA RIDGE STREET AND STORM SEWER
<br />15 EA 7.00 $1,109.84 $7,768.88 7.00 $7,768.88 0.00 $0.00
<br />16 EA 11.00 $1,026.69 $11,293.59 11.00 $11,293.59 0.00 $0.00
<br />17 EA 4.00 $419.14 $1,676.56 4.00 $1,676.56 0.00 $0.00
<br />18 EA 1.00 $1,631.47 $1,631.47 1.00 $1,631.47 0.00 $0.00
<br />19 EA 1.00 $572.13 $572.13 1.00 $572.13 0.00 $0.00
<br />20 LF 50.00 $32.66 $1,633.00 0.00 $0.00 -50.00 -$1,633.00
<br />21 EA 1.00 $2,662.64 $2,662.64 1.00 $2,662.64 0.00 $0.00
<br />22 EA 1.00 $3,505.64 $3,505.64 1.00 $3,505.64 0.00 $0.00
<br />23 EA 3.00 $5,315.06 $15,945.18 3.00 $15,945.18 0.00 $0.00
<br />24 LF 46.00 $116.28 $5,348.88 51.00 $5,930.28 5.00 $581.40
<br />25 EA 3.00 $1,596.13 $4,788.39 3.00 $4,788.39 0.00 $0.00
<br />26 CY 15.00 $119.90 $1,798.50 15.00 $1,798.50 0.00 $0.00
<br />27 LF 46.00 $4.29 $197.34 51.00 $218.79 5.00 $21.45
<br />28 LF 350.00 $2.50 $875.00 338.00 $845.00 -12.00 -$30.00
<br />29 LF 350.00 $4.99 $1,746.50 128.00 $638.72 -222.00 -$1,107.78
<br />30 SY 220.00 $4.40 $968.00 242.00 $1,064.80 22.00 $96.80
<br />31 SY 130.00 $4.94 $642.20 118.00 $582.92 -12.00 -$59.28
<br />32 SY 3.00 $16.56 $49.68 2.90 $48.02 -0.10 -$1.66
<br />33 SY 90.00 $5.51 $495.90 94.00 $517.94 4.00 $22.04
<br />34 LF 70.00 $5.74 $401.80 161.00 $924.14 91.00 $522.34
<br />35 SY 7,450.00 $1.03 $7,673.50 9,060.00 $9,331.80 1,610.00 $1,658.30
<br />36 CY 70.00 $34.88 $2,441.60 70.00 $2,441.60 0.00 $0.00
<br />37 CY 150.00 $17.71 $2,656.50 980.50 $17,364.66 830.50 $14,708.16
<br />38 EA 14.00 $1,375.66 $19,259.24 14.00 $19,259.24 0.00 $0.00
<br />39 LF 1,395.00 $24.99 $34,861.05 1,395.00 $34,861.05 0.00 $0.00
<br />40 EA 14.00 $421.28 $5,897.92 14.00 $5,897.92 0.00 $0.00
<br />41 CY 330.00 $24.63 $8,127.90 0.00 $0.00 -330.00 -$8,127.90
<br />42 SY 9,870.00 $1.13 $11,153.10 9,870.00 $11,153.10 0.00 $0.00
<br />43 LS 1.00 $1,844.69 $1,844.69 1.00 $1,844.69 0.00 $0.00
<br />44 TN 750.00 $95.17 $71,377.50 639.14 $60,826.95 -110.86 -$10,550.55
<br />45 TN 990.00 $89.53 $88,634.70 905.08 $81,031.81 -84.92 -$7,602.89
<br />46 GAL 580.00 $0.01 $5.80 580.00 $5.80 0.00 $0.00
<br />47 SY 250.00 $29.82 $7,455.00 309.00 $9,214.38 59.00 $1,759.38
<br />48 SY 90.00 $29.82 $2,683.80 94.00 $2,803.08 4.00 $119.28
<br />49 LF 3,140.00 $17.50 $54,950.00 1,006.00 $17,605.00 -2,134.00 -$37,345.00
<br />50 LF 3,570.00 $17.69 $63,153.30 5,835.00 $103,221.15 2,265.00 $40,067.85
<br />51 LS 1.00 $566.24 $566.24 0.00 $0.00 -1.00 -$566.24
<br />52 SF 20.00 $13.02 $260.40 21.00 $273.42 1.00 $13.02
<br />4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP
<br />DRAIN TILE CLEANOUT
<br />SUBGRADE CORRECTION (EV)
<br />SUBGRADE PREPARATION OF RECLAIMED SURFACE
<br />SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCH
<br />TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C]
<br />TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB23
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />PATCH BITUMINOUS DRIVEWAY
<br />PATCH BITUMINOUS TRAIL
<br />SURMOUNTABLE CONCRETE CURB AND GUTTER
<br />5" CONCRETE SIDEWALK
<br />B418 CONCRETE CURB AND GUTTER
<br />CONCRETE MATURITY TESTING
<br />REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY)
<br />REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (TRAIL)
<br />REMOVE AND DISPOSE OF CONCRETE PAVEMENT (SIDEWALK)
<br />REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY)
<br />REMOVE AND DISPOSE OF CONRETE CURB AND GUTTER
<br />RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL
<br />SALVAGE AND REINSTALL RECLAIM MATERIAL (CV)
<br />HAUL EXCESS RECLAIMED MATERIAL OFF SITE (LV)
<br />CORE DRILL 4" DRAIN TILE CONNECTION INTO CATCH BASIN
<br />6' CIPP - 15" RCP
<br />2' X 3' CATCH BASIN PER DETAIL 404
<br />4' DIA CBMH, 4' SUMP, WITH CASTING PER DETAIL 405
<br />15" RCP STORM SEWER, CLASS 5
<br />15" RC FLARED END SECTION
<br />RIPRAP W/ FABRIC, CLASS III
<br />STORM SEWER TELEVISING
<br />SAWCUT BITUMINOUS PAVEMENT
<br />SAWCUT CONCRETE PAVEMENT
<br />COMPENSATING CHANGE ORDER
<br />NO. 4
<br />MOBILIZATION
<br />TRAFFIC CONTROL
<br />SIGN PANELS TYPE C
<br />TOPSOIL BORROW (LV)
<br />ITEM DESCRIPTION OF PAY ITEM UNIT
<br />CONTRACT TOTAL TO DATE
<br />PATCH DOGHOUSE/INVERT
<br />REMOVE SEDIMENT
<br />ROTATE TOP SLAB OF EXISTING STORM STRUCTURE
<br />DITCH GRADING
<br />SALVAGE AND REINSTALL CATCH BASIN CASTING W/ NEW RINGS
<br />SALVAGE AND REINSTALL MANHOLE CASTING W/ NEW RINGS
<br />SEED MIXTURE 25-131 AND EROSION CONTROL BLANKET
<br />SOD
<br />SILT FENCE, TYPE MACHINE SLICE
<br />CATCH BASIN INLET PROTECTION
<br />STREET SWEEPING (WITH PICKUP BROOM)
<br />CLEARING
<br />GRUBBING
<br />SALVAGE AND REINSTALL MAILBOX
<br />TEMPORARY MAILBOX
<br />SALVAGE AND REINSTALL SIGN WITH NEW POST
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