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COMPENSATING CHANGE ORDER NO. 3
<br />ELM STREET RECONSTRUCTION
<br />C OF LINO LAKES, MINNESOTA
<br />SSION NO. 12390 -03
<br />NO. DESCRIPTION
<br />81 CONCRETE CURB AND GUTTER DESIGN B618
<br />82 6• CONCRETE DRIVEWAY PAVEMENT
<br />83 8' CONCRETE DRIVEWAY PAVEMENT
<br />84 INSTALL MAIL B0X SUPPORT
<br />85 MAIL BOX SUPPORT
<br />86 SALVAGE & REINSTALL STEEL PLATE BEAM GUARDRAIL
<br />87 WOODEN FENCE
<br />88 INSTALL SALVAGED FENCE
<br />89 TRAFFIC CONTROL
<br />90 SIGN PANELS TYPE C (INCLUDING POSTS & ASSEMBLY)
<br />91 SIGN PANELS TYPE D (INCLUDING POSTS & ASSEMBLY)
<br />92 INSTALL SIGN (INCL. POST & ASSEMBLY)
<br />93 DELINEATOR TYPE (X4 -2)
<br />94 PVMT MARK. 24' STOP LINE WHITE -POLY PREFORMED
<br />95 PVMT MARK 4' DOUBLE SOLID LINE YELLOW -PAINT
<br />96 PVMT MARK 4' SOLID LINE WHITE -PAINT
<br />97 ZEBRA CROSSWALK- WHITE POLY PREFORMED
<br />98 PEDESTAL FOUNDATION
<br />99 1.25' RIGID STEEL CONDUIT
<br />100 RELOCATE CROSSWALK WARNING FLASHER SYSTEM
<br />101 TRANSPLANT TREE (3' CAL DECIDUOUS)
<br />102 SILT FENCE, TYPE PREASSEMBLED
<br />103 INLET PROTECTION
<br />104 SODDING TYPE SALT RESISTANT
<br />105 EROSION CONTROL BLANKET
<br />106 SEEDING (INCL SEED MIX 506 OR 6608, FERTILIZER, MULCH & DISC
<br />ANCHORING)*
<br />SUBTOTAL ESTIMATE NO. 7
<br />PERIOD ENDING: August 27, 2004
<br />CONTRACT QUANTITY +/- UNIT AMOUNT NET CONTRACT
<br />UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE AMOUNT
<br />LF 10,540.0 10,651.00 111.0 $ 7.20 $ 76,687.20 $ 799.20 $ 75,888.00
<br />SY 155.0 210.60 55.6 $ 32.00 $ 6,739.20 $ 1,779.20 $ 4,960.00
<br />SY 278.0 120.00 (158.0) $ 35.60 $ 4,272.00 $ (5,624.80) $ 9,896.80
<br />EA 37.0 37.00 - $ 85.00 $ 3,145.0D $ $ 3,145.00
<br />EA 5.0 - (5.0) $ 125.00 $ - $ (625.00) $ 625.00
<br />LF 35.0 35.00 - $ 25.00 S 875.00 $ $ 875.00
<br />LF 112.0 • (112.0) $ 19.50 $ - $ (2,184.00) $ 2,184.00
<br />LF 50.0 - (50.0) $ 29.00 $ $ (1,450.00) $ 1,450.00
<br />LS 1.0 1.00 - $ 37,800.00 $ 37,800.00 $ - 5 37,800.00
<br />SF 313.0 150.00 (163.0) $ 21.75 $ 3,262.50 $ (3,545.25) $ 6,807.75
<br />SF 59.0 30.00 (29.0) $ 28.00 $ 840.00 $ (812.00) $ 1,652.00
<br />EA 20.0 10.00 (10.0) $ 35.00 $ 350.00 $ (350.00) $ 700.00
<br />EA 6.0 8.00 - $ 50.00 $ 300.00 $ - $ 300.00
<br />LF 143.0 132.00 (11.0) $ 14.44 $ 1,906.08 $ (158.84) $ 2,064.92
<br />LF 4,520.0 4,428.00 (92.0) $ 0.32 $ 1,416.96 $ (29.44) $ 1,446.40
<br />LF 9,480.0 9,194.00 (286.0) $ 0.15 $ 1,379.10 $ (42.90) $ 1,422.00
<br />SF 216.0 270.00 54.0 $ 9.87 $ 2,664.90 $ 532.98 $ 2,131.92
<br />EA 1.0 1.00 $ 625.00 $ 625.00 $ $ 625.00
<br />LF 30.0 - (30.0) $ 11.50 5 - $ (345.00) $ 345.00
<br />SYS 1.0 1.00 - $ 6,200.00 6 6,200.00 $ $ 6,200.00
<br />TREE 79.0 5.00 (74.0) $ 250.00 $ 1,250.00 $ (18,500.00) $ 19,750.00
<br />LF 6,866.0 5,615.00 (1,251.0) $ 2.10 $ 11,791.50 $ (2,627.10) $ 14,418.60
<br />EA 49.0 2.00 (47.0) $ 80.00 $ 160.00 $ (3,760.00) $ 3,920.00
<br />SY 15,000.0 15,000.00 - $ 1.80 $ 27,000.00 $ $ 27,000.00
<br />SY 6,660.0 5,730.00 (930.0) $ 1.05 $ 6,016.50 S (976.50) $ 6,993.00
<br />ACRE
<br />CHANGE ORDER NO. 1
<br />1 ADJUSTMENT OF COMMON EXCAVATION UNIT PRICE TO REFLECT A
<br />REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW FILL
<br />MATERIAL. CY 13,155.0 13,155.00 $ 10.51 $ 138,259.05 $
<br />HIGH EARLY STRENGTH CONCRETE CURB AND GUTTER TO $ 136,259.05
<br />CILITATE LATE SEASON CONSTRUCTION. ADD B616 CONCRETE
<br />OD
<br />G LF 4,169.0 4,169.00 $ 0.60 $ 2,501.40 $
<br />3 ADD NATIVE PLANTINGS AND SEEDING (GRASSESIFORBS/ $ 2,501.40
<br />WILDFLOWERS) AROUND THE STORM PONDS PER RICE CREEEK
<br />WATERSHED DISTRICT REQUIREMENT. (SEEDING REDUCED BY 1
<br />ACRE) ACRE 1.0 1.00 $ 1,182.02 $ 1,182.02 $
<br />4 ADD STORMWATER QUALITY POND AT SECOND AVENUE AND LAKE $ 1,182.02
<br />DRIVE PER RICE CREEK WATERSHED DISTRICT REQUIREMENT.
<br />MOBILIZATION -
<br />LS 1.0 1.0 $ 1,800.00 $ 1,800.00 $
<br />CLEARING - - 5 1,800.00
<br />GRUBBING EA 40.0 40.0 - $ 125.00 $ 5,000.00 $ - $ 5,000.00
<br />POND EXCAVATION EA 40.0 40.0 - $ 50.00 $ 2,000.00 $ - $ 2,000.00
<br />RANDOM RIP RAP CLASS III CY 1,010.0 1,010.0 $ 11.00 $ 11,110.00 $ - $ 11,110.00
<br />TRAFFIC CONTROL CY 9.0 9.0 $ 60.00 $ 540.00 $ - $ 540.00
<br />SILT FENCE TYPE PREASSEJdBLED LS 1.0 1.0 - $ 300.00 $ 300.00 $ - $ 300.00
<br />WOOD FIBER BLANKET TYPE II LF 365.0 135.0 (230.0) $ 2.10 $ 283.50 $ (483.00) $ 766.50
<br />SEEDING (INCL. SEED MIX 508 OR 60B, FERTILIZER, MULCH, AND SY 490.0 (490.0) $ 125 $ $ (612.50) $ 612.50
<br />DISC ANCHORING) ACRE 0.3 0.3 - $ 2,000.00 $ 600.00 $
<br />5 ADD SANITARY SERVICES $ 600.00
<br />CONNECT TO EXISTING SANITARY MH EA 1.0 1.00 $ 300.00 $ 300.00 $
<br />-
<br />6' PVC (SDR35) SANITARY SEWER $ 300.00
<br />LF 120.0 120.00 $ 20.00 $ 2,400.00 $
<br />6' X 4' PVC WYES $ 2,400.00
<br />5' PVC CLEAN OUT EA 2.0 2.00 - $ 200.00 $ 400.00 5 - $ 400.00
<br />EA 6 ADD SUNSET PEDESTRIAN/BIKEWAY TRAIL EXTENSION 1.0 1.00 § • 150.00 $ 150.00 $ $ 150.00
<br />MOBILIZATION LS 1.0 1.00 $ 1,000.00 $ 1,000.00 $ COMMON EXCAVATION $ 1,000.00
<br />AGGREGATE BASE, CLASS 5 CY 193.0 193.00 - $ 10.51 $ 2,028.43 $ • $ 2,028.43
<br />TYPE LV AGG.4 WEARING COURSE B TRAIL TON 210.0 210.00 - $ 6.80 $ 1,428.00 $ - $ 1,428.00
<br />REMOVE C &G (} TON 49.0 49.00 - $ 39.05 $ 1,913.45 $ • $ 1,913.45
<br />SODDING TYPE SALT RESISTANT LF 8.0 8.00 - $ 2.50 $ 20.00 $ • $ 20.00
<br />SY 1,552.0 1,552.00 - $ 1.80 $ 2,793.60 $ $ 2,793.60
<br />7 ADD FOR ADDITIONAL REMOVAL AND REPLACEMENT OF
<br />PEDESTRIAN /BIKEWAY TRAIL
<br />REMOVE BITUMINOUS SURFACING SY 895.0 895.00 $ 1.55 $ 1,387.25 $
<br />COMMON EXCAVATION - 1,38725
<br />$
<br />AGGREGATE BASE, CLASS 5
<br />CY 415.0 415.00 - $ 10.51 $ 4,361.65 $ - $ 4,361.65
<br />TON 355.0 355.00 - $ 6.80 $ 2,414.00 5
<br />TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 108.0 108.00 - $ 39.05 $ 4,217.40 $ $ 2,414.00
<br />8 ADD LARGER AREA'S SODDING AND SEEDING QUANTITIES. ADD S 4,217.40
<br />SODDING TYPE SALT RESISTANT (SEEDING REDUCED BY 1.7
<br />1111CRES) SY 8,022.0 8,357.0 335.0 $ 00 60 $ 603
<br />15,042.60 .
<br />1.80 $ 15,
<br />DD STORM MANHOLE SUMP SECTION PER RICE CREEK 14,439.60
<br />WATERSHED DISTRICT REQUIREMENT. ADD 5' DIA. SUMP MANHOLE
<br />SECTION (4' DEPTH), EA 2.0 2.00 $ 700.00 $ 1,400.00
<br />SUBTOTAL CHANGE ORDER NO. 1
<br />5 $ 1,400.00
<br />1.6 1.23 (0.4) $
<br />790.00 $ 971.70 $ (292.30) $ 1,264.00
<br />$ 1,184,707.45 $ (67,421.04) $ 1,252,128.49
<br />-59-
<br />• IPlnir me nun,.,rco ...,,,-
<br />$ 204,832.35 5 (492.50) $ 205,324.85
<br />
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