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COMPENSATING CHANGE ORDER NO. 2
<br />PERIOD ENDING: October 4, 20b5
<br />WEST SHADOW PONDS
<br />UTILITY AND STREET IMPROVEMENTS
<br />CITY OF LINO LAKES, MINNESOTA
<br />TKDA PROJECT NO. 12525 -01
<br />fikCONTRACT QUANTITY +/- UNIT AMOUNT NET CONTRACT
<br />DESCRIPTION UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE AMOUNT
<br />SANITARY SEWER
<br />1 MOBILIZATION LS 1.0 1.0 - $ 15,000.00 $ 15,000.00 $ $ 15,000.00
<br />2 CONNECT TO EXISTING SANITARY MANHOLE EA 1.0 1.0 - $ 850.00 $ 650.00 $ $ 850.00
<br />3 REMOVE 10" PVC SAN. SEW. LF 25.0 25.0 $ 20.00 $ 500.00 $ - $ 500.00
<br />4 8" PVC, SDR 35 SAN. SEW. (14' -16' DEEP) LF 133.0 155.0 22.0 $ 38.40 $ 5,952.00 $ 844.80 $ 5,107.20
<br />5 8" PVC, SDR 35 SAN. SEW. (16' -18' DEEP) LF 60.0 50.0 (10.0) $ 38.40 $ 1,920.00 $ (384.00) $ 2,304.00
<br />6 8" PVC, SDR 35 SAN. SEW. (18' -20' DEEP) LF 63.0 62.0 (1.0) $ 38.40 $ 2,380.80 $ (38.40) $ 2,419.20
<br />7 8" PVC, SDR 35 SAN. SEW. (20' -22' DEEP) LF 111.0 220.0 109.0 $ 38.40 $ 8,448.00 $ 4,185.60 $ 4,262.40
<br />6 8" PVC, SDR 35 SAN. SEW. (22' -24' DEEP) LF 593.0 658.0 65.0 $ 38.40 $ 25,267.20 $ 2,496.00 $ 22,771.20
<br />9 8" PVC, SDR 35 SAN. SEW. (24' -26' DEEP) LF 342.0 323.0 (19.0) 5 38.40 $ 12,403.20 $ (729.60) $ 13,132.80
<br />10 8" PVC SDR 35 SAN. SEW. (26-28' DEEP) LF 170.0 (170.0) $ 38.40 $ - $ (6,528.00) $ 6,528.00
<br />11 CONSTRUCT 4' DIA. SAN. MH, TYPE 301 (0' -10' DEEP) EA 6.0 6.0 - $ 1,820.00 $ 10,920.00 $ - $ 10,920.00
<br />12
<br />EXTRA DEPTH OF 4' DIA. SAN. MH (GREATER THAN 10' DEEP) LF 80.0 70.4 (9.6) $ 105.00 $ 7,392.00 $ (1,008.00) $ 8,400.00
<br />13 4" ON 8" PVC, SCHEDULE 40 WYE BRANCH EA 23.0 22.0 (1.0) $ 62.00 $ 1,364.00 $ (62.00) $ 1,426.00
<br />14 4" PVC SCHEDULE 40 SERVICE PIPE LF 903.0 1,114.0 211.0 $ 12.80 $ 14,259.20 $ 2,700.80 $ 11,558.40
<br />SUBTOTAL - SANITARY SEWER $ 106,656.40 $ 1,477.20 $ 105,179.20
<br />WATERMAIN
<br />1 CONNECT TO EXISTING WATERMAIN LS 1.0 1.0 - $ 300.00 $ 300.00 $ - $ 300.00
<br />2 6" DIP, CL. 52 WATERMAIN LF 54.0 58.0 4.0 $ 29.50 $ 1,711.00 $ 118.00 $ 1,593.00
<br />3 12" DIP, CL. 52 WATERMAIN LF 1,434.0 1,425.0 (9.0) $ 25.56 $ 36,423.00 $ (230.04) $ 36,653.04
<br />4 6" GATE VALVE & BOX EA 3.0 3.0 - $ 460.00 $ 1,380.00 $ - $ 1,380.00
<br />5 12" GATE VALVE & BOX EA 2.0 2.0 - $ 1,125.00 $ 2,250.00 $ - $ 2,250.00
<br />6 6" HYDRANT EA 3.0 3.0 - $ 1,600.00 $ 4,800.00 $ - $ 4,800.00
<br />7 1" TYPE "K" COPPER WATER SERVICE LF 894.0 911.0 17.0 $ 10.40 $ 9,474.40 $ 176.80 $ 9,297.60
<br />8 1" CORPORATION STOP EA 23.0 22.0 (1.0) $ 53.00 $ 1,166.00 $
<br />9 1" CURB STOP & BOX EA 23.0 22.0 (1.0) $ 115.00 $ 2,530.00 $ (53.00) $ 1,615.00
<br />10 MJ DIP FITTINGS LB 707.0 707.0 - $ 2.57 $ 1,816.99 $ (115 00) $ 2,816.99
<br />SUBTOTAL - WATERMAIN $ 61,851.39 $ (103.24) $ 61,954.63
<br />STORM SEWER
<br />1 15" RCP, CL. 5 STORM SEWER PIPE LF 622.0 615.0 (7.0) $ 23.76 $ 14,612.40 $ (166.32) $ 14,778.72
<br />2 18" RCP, CL. 5 STORM SEWER PIPE LF 307.0 320.0 13.0 $ 25.70 $ 8,224.00 $ 334.10 $ 7,889.90
<br />•3 21" RCP, CL. 3 STORM SEWER PIPE LF 324.0 311.0 (13.0) 5' 30.15 $ 9,376.65 $ (391.95) $ 9,768.60
<br />4 18" FLARED END SECTION EA 3.0 3.0 - $ 323.00 $ 969.00 $ $ 969.00
<br />5 21" FLARED END SECTION EA 2.0 2.0 $ 395.00 $ 790.00 $ $ 790.00
<br />6 CONSTRUCT CATCH BASIN TYPE 402 EA 2.0 2.0 $ 935.00 $ 1,870.00 $ - $ 1,870.00
<br />7
<br />CONSTRUCT CATCH BASIN / MANHOLE TYPE 406 (48" DIA.) EA 3.0 4.0 1.0 $ 1,340.00 $ 5,360.00 $ 1,340.00 $ 4,020.00
<br />8
<br />CONSTRUCT CATCH BASIN / MANHOLE TYPE 406 (60" DIA.) EA 1.0 1.0 $ 2,215.00 $ 2,215.00 $ $ 2.215.00
<br />9 CONSTRUCT MANHOLE TYPE 409 (48" DIA.) EA 1.0 1.0 $ 1,095.00 $ 1,095.00 $ $ 1,095,00
<br />10 CONSTRUCT BITUMINOUS SPILLWAY EA 2.0 2.0 $ 350.00 $ 700.00 $ $ 700.00
<br />11 CL. 10 RIP RAP CY 13.0 13.0 $ 60.00 $ 780.00 $ - $ 780.00
<br />SUBTOTAL- STORM SEWER $ 45,992.05 $ 1,115.83 $ 44,876.22
<br />STREET
<br />1 REMOVE CURB LF 42.0 100.0 58.0 $ 5.00 $ 500.00 $ 290.00 $ 210.00
<br />2 REMOVE BITUMINOUS PAVEMENT SY 417.0 335.0 (82.0) $ 2.25 $ 753.75 $ (184.50) $ 938.25
<br />3 SAWCUT PAVEMENT (FULL DEPTH) LF 101.0 41.0 (60.0) $ 5.00 $ 205.00 $ (300.00) $ 505.00
<br />4 AGGREGATE BASE, CL. 5 TN 2,947.0 3,758.6 811.6 $ 11.25 $ 42,284.59 $ 9,130.84 $ 33,153.75
<br />5 CONCRETE B618 CURB & GUTTER LF 2,922.0 2,858.0 (64.0) $ 7.25 $ 20,720.50 $ (464.00) $ 21,184.50
<br />6 2350 TYPE LV2 OR 3 NON- WEARING COURSE TN 818.0 938.58 120.6 $ 34.50 $ 32,381.01 $ 4,160.01 $ 28,221.00
<br />7 2350 TYPE LV4 WEAR COURSE TN 818.0 821.4 3.4 $ 38.00 $ 31,213.20 $ 129.20 $ 31,084.00
<br />8 BITUMINOUS MATERIAL FOR TACK COAT GA 335.0 410.0 75.0 $ 1.50 $ 615.00 $ 112.50 $ 502.50
<br />SUBTOTAL- STREET $ 128,673.05 $ 12,874.05 $ 115,799.00
<br />- 161 -
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