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ESTIMATE NO. 4(FINAL)
<br />TWILIGHT ACRES/TWILIGHT ACRES 2ND
<br />ITY OF LINO LAKES, MINNESOTA
<br />ILITY IMPROVEMENTS
<br />MMISSION NO. 12278-02
<br />PERIOD ENDING: March 8, 2005
<br />REVISED
<br />ITEM CONTRACT QUANTITY UNIT AMOUNT
<br />NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE
<br />TWILIGHT ACRES
<br />1 CLEAR & GRUB TREE EA 5.0 3.0 $ 1,000.00 $ 3,000.00
<br />2 8" PVC, C900 SANITARY SEWER LF - $ $
<br />2A 8" PVC, C900 SANITARY SEWER, 0 -10' LF 255.0 - $ 29.40 $
<br />2B 8" PVC, C900 SANITARY SEWER, 10 -12' LF 869.0 919.0 $ 31.81 $ 29,233.39
<br />2C 8" PVC, C900 SANITARY SEWER, 12 -14' LF 234.0 421.0 $ 32.81 $ 13,813.01
<br />2D 8" PVC, C900 SANITARY SEWER, 14 -16' LF 55.0 25.0 $ 34.50 $ 862.50
<br />3 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) EA 8.0 8.0 $ 1,650.00 $ 13,200.00
<br />4 EXTRA DEPTH OF 4' DIA. MH LF 20.2 22.0 $ 95.00 $ 2,090.00
<br />5 8" DIP OUTSIDE DROP CONNECTION (0 -2') EA 1.0 1.0 $ 2,500.00 $ 2,500.00
<br />6 EXTRA DEPTH 8" DIP OUTSIDE DROP CONNECTION LF 7.5 7.5 $ 100.00 $ 750.00
<br />7 4" ON 8" PVC, C -900 WYE BRANCH EA 25.0 25.0 $ 310.00 $ 7,750.00
<br />8 4" PVC, C -900 SAN. SEW. SERVICE PIPE LF 770.0 883.0 $ 17.35 $ 15,320.05
<br />9 4" RIGID POLYSTYRENE INSULATION SF _ $ _ $
<br />10 TRENCH STABILIZATION ROCK LF 80.0 150.0 $ 5.00 $ 750.00
<br />11 TELEVISE SANITARY SEWER MAINS LF 1,413.0 1,365.0 $ 0.98 $ 1,337.70
<br />12 REMOVE CONCRETE DRIVEWAY SY - $ $
<br />13 REMOVE BITUMINOUS PAVEMENT SY 4,780.0 4,690.0 $ 5.00 $ 23,450.00
<br />14 AGGREGATE BASE CLASS 5 TN 560.0 560.00 $ 13.99 $ 7,834.40
<br />15 2350 TYPE LV 2 OR 3 NON WEAR COURSE TN - $ - $
<br />16 2350 TYPE LV 4 WEARING COURSE TN - $ 56.21 $
<br />17 CRS -1 BITUMINOUS MATERIAL FOR TACK GA - $ _ $
<br />S 6" CONCRETE DRIVE SY - _ $ - $
<br />SODDING SY - $ 3 89 $
<br />20 SILT FENCE LF 60.0 $ 3.00 $ -
<br />21 COMMON EXCAVATION - STREET CY 360.0 360.0 $ 8.10 $ 2,916.00
<br />TOTAL TWILIGHT ACRES $ 124,807.05
<br />TWILIGHT ACRES 2ND
<br />1 8" PVC, C900 SANITARY SEWER LF 677.0 688.0 $ 26.31 $ 18,101.28
<br />2 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) EA 5.0 5.0 $ 1,650.00 $ 8,250.00
<br />3 EXTRA DEPTH OF 4' DIA. MH LF 6.5 6.5 $ 95.00 $ 612.75
<br />4 8" DIP OUTSIDE DROP CONNECTION (0 -2') EA 1.0 1.0 $ 3,285.00 $ 3,285.00
<br />5 EXTRA DEPTH 8" DIP OUTSIDE DROP CONNECTION LF 7.3 7.3 $ 135.00 $ 980.10
<br />6 4" ON 8" PVC, C -900 WYE BRANCH EA 7.0 7.0 $ 310.00 $ 2,170.00
<br />7 4" PVC, C -900 SAN. SEW. SERVICE PIPE LF 238.0 297.0 $ 21.45 $ 6,370.65
<br />8 4" RIGID POLYSTYRENE INSULATION SF 3,660.0 3,940.0 $ 1.96 $ 7,722.40
<br />9 TELEVISE SANITARY SEWER MAINS LF 677.0 677.0 $ 0.98 $ 663.46
<br />10 REMOVE 24" CMP STORM PIPE LF 12.0 8.0 $ 10.00 $ 80.00
<br />11 REMOVE CATCH BASIN /MANHOLE EA 2.0 2.0 $ 375.00 $ 750.00
<br />12 CURB OPENING CATCH BASIN (MnDOT 4021E) EA 2.0 2.0 $ 2,550.00 $ 5,100.00
<br />13 24" CMP STORM SEWER PIPE LF 12.0 8.0 $ 26.35 $ 210.80
<br />14 CONNECT TO EXISTING STORM SEWER PIPE EA 3.0 3.0 $ 450.00 $ 1,350.00
<br />15 REMOVE BITUMINOUS PAVEMENT SY 977.0 972.0 $ 5.00 $ 4,860.0C
<br />16 AGGREGATE BASE CLASS 5 TN 425.0 450.31 $ 28.61 $ 12,883.37
<br />17 2350 TYPE LV 2 OR 3 NON WEAR. COURSE TN _ $ - $
<br />18 2350 TYPE LV 4 WEARING COURSE TN 110.0 183.9 $ 129.05 $ 23,734.8E
<br />19 CRS -1 BITUMINOUS MATERIAL FOR TACK GA - $ - $ -
<br />"00 SODDING SY - - $ 3.89 $
<br />1 SILT FENCE LF 150.0 $ 3.00 $
<br />22 COMMON EXCAVATION - STREET CY - - $ 8.10 $
<br />TOTAL TWILIGHT ACRES 2ND $ 97,124.6E
<br />ESTIMATE NO. 4 (FINAL) $ 221,931.74
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