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COMPENSATING CHANGE ORDER NO. 3R
<br />ELM STREET RECONSTRUCTION
<br />CITY OF LINO LAKES, MINNESOTA
<br />COMMISSION N0. 12390 -03
<br />0 CONTRACT QUANTITY +/_ UNIT AMOUNT NET CONTRACT
<br />DESCRIPTION UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE AMOUNT
<br />84 INSTALL MAIL BOX SUPPORT EA 37.0 37.00 - $ 85.00 $ 3,145.00 $ - $ 3,145.00
<br />85 MAIL BOX SUPPORT EA 5.0 (5.0) $ 125.00 $ - $ (625.00) $ 625.00
<br />86 SALVAGE & REINSTALL STEEL PLATE BEAM GUARDRAIL LF 35.0 35.00 - $ 25.00 $ 875.00 $ - $ 875.00
<br />87 WOODEN FENCE LF 112.0
<br />88 INSTALL SALVAGED FENCE (112.0) $ 19.50 $ $ (2,184.00) $ 2,184.00
<br />89 TRAFFIC CONTROL 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 $ - $ 37,800.00
<br />90 SIGN PANELS TYPE C (INCLUDING POSTS & ASSEMBLY)
<br />(FINAL REVISED) SF 373.0 373.00 $ 21.75 $ 6,807.75 $ $ 6,807.75
<br />91 SIGN PANELS TYPED (INCLUDING POSTS & ASSEMBLY) SF 59.0 30.00 (29.0) $ 28.00 $ 840.00 $ (812.00) $ 1,652.00
<br />92 INSTALL SIGN (INCL. POST & ASSEMBLY) EA 20.0 10.00 (10.0) $ 35.00 $ 350.00 $ (350.00) $ 700.00
<br />93 DELINEATOR TYPE (X4 -2) EA 6.0 6.00 - $ 50.00 $ 300.00 $ - $ 300.00
<br />94 PVMT MARK. 24" STOP LINE WHITE -POLY PREFORMED LF 143.0 132.00 (11.0) $ 14.44 $ 1,906.08 $ (158.84) $ 2,064.92
<br />95 PVMT MARK. 4" DOUBLE SOLID LINE YELLOW -PAINT LF 4,520.0 4,428.00 (92.0) $ 0.32 $ 1,416.96 $ (29.44) $ 1,446.40
<br />96 PVMT MARK 4" SOLID LINE WHITE -PAINT LF 9,480.0 9,194.00 (286.0) $ 0.15 $ 1,379.10 $ (42.90) $ 1,422.00
<br />97 ZEBRA CROSSWALK- WHITE POLY PREFORMED SF 216.0 270.00 54.0 $ 9.87 $ 2,664.90 $ 532.98 $ 2,131.92
<br />98 PEDESTAL FOUNDATION EA 1.0 1.00 - $ 625.00 $ 625.00 $ - $ 625.00
<br />99 1.25" RIGID STEEL CONDUIT LF 30.0 (30.0) $ 11.50 $ - $ (345.00) $ 345.00
<br />100 RELOCATE CROSSWALK WARNING FLASHER SYSTEM SYS 1.0 1.00 - $ 6,200.00 $ 6,200.00 $ $ 6,20000
<br />101 TRANSPLANT TREE (3" CAL DECIDUOUS) TREE 79.0 5.00 (74.0) $ 250.00 $ 1,250.00 $
<br />(18,500.00) $ 19,750.00
<br />102 SILT FENCE, TYPE PREASSEMBLED LF 6,866.0 5,615.00 (1,251.0) $ 2.10 $ 11,791.50 $ (2,627.10) $ 14,418.60
<br />103 INLET PROTECTION EA 49.0 2.00 (47.0) $ 80.00 $ 160.00 $ (3,760.00) $ 3,920.00
<br />104 SODDING 'TYPE SALT RESISTANT SY 15,000.0 15,000.00 - $ 1.80 $ 27,000.00 $ - $ 27,000.00
<br />105 EROSION CONTROL BLANKET SY 6,660.0 5,730.00 (930.0) $ 1,05 $ 6,016.50 $ (976.50) $ 6,993.00
<br />106 SEEDING (INCL SEED MIX 508 OR 608, FERTILIZER, MULCH & DISC
<br />ANCHORING)* ACRE 1.6 1.23 (0.4) $ 790.00 $ 971.70 $ (292.30) $ 1,264.00
<br />SUBTOTAL ESTIMATE NO. 7R $ 1,188,252.70 $ (63,875.79) $ 1,252,128.49
<br />PERIOD ENDING: February 14, 2005
<br />CHANGE ORDER NO. 1
<br />1 ADJUSTMENT OF COMMON EXCAVATION UNIT PRICE TO REFLECT
<br />A REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW
<br />FILL MATERIAL. CY 13,155.0 13,155.00 13,155.0 $ 10.51 $ 138,259.05 $ $ 138,259.05
<br />2 ADD HIGH EARLY STRENGTH CONCRETE CURB AND GUTTER TO
<br />FACILITATE LATE SEASON CONSTRUCTION. ADD 6618 CONCRETE
<br />C &G LF 4,169.0 4,169.00 (8,986.0) $ 0.60 $ 2,501.40 $ - $ 2,501.40
<br />3 ADD NATIVE PLANTINGS AND SEEDING (GRASSES /FORBS/
<br />0 WILDFLOWERS) AROUND THE STORM PONDS PER RICE CREEEK
<br />WATERSHED DISTRICT REQUIREMENT. (SEEDING REDUCED BY 1
<br />ACRE) ACRE 1.0 1.00 #REFI $ 1,182.02 $ 1,182,02 $ - $ 1,182.02
<br />4 LAKE DRIVE PER RICE CREEK WATERSHED DISTRICT
<br />REQUIREMENT.
<br />MOBILIZATION LS 1.0 1.0 $ 1,800.00 $ 1,800.00 $ - $ 1,800.00
<br />CLEARING EA 40.0 40.0 $ 125.00 $ 5,000.00 $ - $ 5,000.00
<br />GRUBBING EA 40.0 40.0 $ 50.00 $ 2,000.00 $ - $ 2,000.00
<br />POND EXCAVATION CY 1,010.0 1,010.0 $ 11.00 $ 11,110.00 $ - $ 11,110.00
<br />RANDOM RIP RAP CLASS III CY 9.0 9.0 $ 60.00 $ 540.00 $ - $ 540.00
<br />TRAFFIC CONTROL LS 1.0 1.0 $ 300.00 $ 300.00 $ - $ 300.00
<br />SILT FENCE TYPE PREASSEMBLED LF 365.0 135.0 $ 2.10 $ 283.50 $ (483.00) $ 766.50
<br />WOOD FIBER BLANKET TYPE It SY 490.0 $ 1.25 $ - $ (612.50) $ 612.50
<br />SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH,
<br />AND DISC ANCHORING) ACRE 0.3 0.3 $ 2,000.00 $ 600.00 $ - $ 600.00
<br />5 ADD SANITARY SERVICES
<br />CONNECT TO EXISTING SANITARY MH EA 1.0 1.00 #REF! $ 300.00 $ 300.00 $ - $ 300.00
<br />6" PVC (SDR35) SANITARY SEWER LF 120.0 120.00 #REF! $ 20.00 $ 2,400.00 $ - $ 2,400.00
<br />6" X 4" PVC WYES EA 2.0 2.00 (4,167.0) $ 200.00 $ 400.00 $ - $ 400.00
<br />6" PVC CLEAN OUT EA 1.0 1.00 #REF! $ 150.00 $ 150.00 $ - $ 150.00
<br />6 ADD SUNSET PEDESTRIAN /BIKEWAY TRAIL EXTENSION
<br />MOBILIZATION LS 1.0 1.00 #REF! $ 1,000.00 $ 1,000.00 $ - $ 1,00000
<br />COMMON EXCAVATION CY 193.0 193.00 193.0 $ 10.51 $ 2,028.43 $ - $ 2,028.43
<br />AGGREGATE BASE, CLASS 5 TON 210.0 210.00 209.0 $ 6.80 $ 1,428.00 $ - $ 1,428.00
<br />TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 49.0 49.00 9.0 $ 39.05 $ 1,913.45 $ 5 1,913.45
<br />REMOVE C &G LF 8.0 8.00 (32.0) $ 2,50 $ 20.00 $ - $ 20.00
<br />SODDING TYPE SALT RESISTANT SY 1,552.0 1,552.00 542.0 $ 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 895.0 895.00 530.0 $ 1.55 $ 1,387.25 $ - $ 1,387.25
<br />COMMON EXCAVATION CY 415.0 415.00 (75.0) $ 10.51 $ 4,361.65 $ - $ 4,361.65
<br />AGGREGATE BASE, CLASS 5 TON 355.0 355.00 354.7 $ . 6.80 $ 2,414.00 $ - $ 2,414.00
<br />TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 108.0 108.00 108.0 $ 39.05 $ 4,217.40 $ $ 4,217.40
<br />8 ADD LARGER AREA'S SODDING AND SEEDING QUANTITIES. ADD
<br />SODDING TYPE SALT RESISTANT (SEEDING REDUCED BY 1.7
<br />ACRES) SY 8,022.0 8,357.0 8,237.0 $ 1.80 $ 15,042.60 $ 603,00 $ 14,439.60
<br />9 ADD STORM MANHOLE SUMP SECTION PER RICE CREEK
<br />WATERSHED DISTRICT REQUIREMENT. ADD 5' DIA. SUMP
<br />MANHOLE SECTION (4' DEPTH). EA 2.0 2.00 1.0 $ 700.00 $ 1,400.00 $ - $ 1.400.00
<br />SUBTOTAL CHANGE ORDER NO. 1 $ 204,832.35 $ (492.50) $ 205,324.85
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<br />-81-
<br />INDICATES CHANGES MADE IN ACCORDANCE WITH CHANGE ORDER Nu.
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