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ESTIMATE NO. 4(FINAL)
<br />TWILIGHT ACRES/TWILIGHT ACRES 2ND
<br />AilITY OF LINO LAKES, MINNESOTA
<br />11" ILITY IMPROVEMENTS
<br />NO. 12278 -02
<br />PERIOD ENDING: March 8, 2005
<br />ITEM REVISED
<br />NO. DESCRIPTION CONTRACT QUANTITY UNIT AMOUNT
<br />TWILIGHT ACRES UNIT QUANTITY TO DATE PRICE TO DATE
<br />1 CLEAR & GRUB TREE EA 5.0
<br />2 8" PVC, C900 SANITARY SEWER 3.0 $ 1,000.00 $ 3,000.0
<br />2A 8" PVC, C900 SANITARY SEWER, 0 -10' LF - $ $
<br />2B' 8" PVC, C900 SANITARY SEWER, 10 -12' LF 255.0 - $ 31.8.81 1 $
<br />LF 869.0 919.0
<br />2C 8" PVC, C900 SANITARY SEWER, 12 -14' LF 234.0 42211 4 $ 3.0 $ 32 $ 29,233.3
<br />2.81 $ 13,813.0
<br />2D 8" PVC, C900 SANITARY SEWER, 14 -16' LF 55.0 25.0 $ 34.50 $ 862.5
<br />3 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) EA 8.0 8.0 $ 1,650.00 $ 12,090.0
<br />4 EXTRA DEPTH OF 4' DIA. MH
<br />LF
<br />5 8" DIP OUTSIDE DROP CONNECTION (0 -2') EA 2 1.0 22.0 $ 95.00 $ 2,090.0
<br />6 EXTRA DEPTH 8" DIP OUTSIDE DROP CONNECTION LF 1.5 7.5 $ 2,500.00 $ 2,500.0
<br />L
<br />7 4" ON 8" PVC, C -900 WYE BRANCH LF 7.5 7.5 $ 100.00 $ 750.0
<br />8 4" LF
<br />PVC, C -900 SAN. SEW. SERVICE PIPE 25.0 25.0 $ 310.00 $ 7,750.0
<br />9 4" RIGID POLYSTYRENE INSULATION LF 770.0 883.0 $ 17.35 $ 15,320.0
<br />10 TRENCH STABILIZATION ROCK SF - $ $
<br />11 TELEVISE SANITARY SEWER MAINS LF 80.0 65.0 $ 5.00 $ 750.0
<br />12 REMOVE CONCRETE DRIVEWAY LF 1,413.0 1,3365.0 $ 0.98 $ 1,337.7
<br />S
<br />13 REMOVE BITUMINOUS PAVEMENT SY - $ - $
<br />14 AGGREGATE BASE CLASS 5 SY 4,780.0 4,690.0 $ 5.00 $ 23,450.0
<br />15 2350 TYPE LV 2 OR 3 NON WEAR COURSE TN 560.0 560.00 $ 13.99 $ 7,834.4
<br />16 2350 TYPE LV 4 WEARING COURSE TN - - $ $ -
<br />17 CRS -1 BITUMINOUS MATERIAL FOR TACK TN - $ 56.21 $
<br />4 6" CONCRETE DRIVE GA - $ - $
<br />■ 9 SODDING SY
<br />- $ - $
<br />20 SILT FENCE SY - - $ 3.89 $
<br />21 COMMON EXCAVATION - STREET LF 60.0 $ 3.00 $ -
<br />TOTAL TWILIGHT ACRES CY 360.0 360.0 $ 8.10 $ 2,916.0
<br />$ 124,807.0
<br />TWILIGHT ACRES 2ND
<br />1 8" PVC, C900 SANITARY SEWER LF 677.0 688.0 $ 26.31 $ 18,101.2
<br />2 CONSTRUCT 4' DIA. MANHOLE TYPE 301(0 - 10' DEPTH) EA 5.0
<br />3 EXTRA DEPTH OF 4' DIA. MH 5.0 $ 1,695.00 $ 8,652.7 LF 4 8" DIP OUTSIDE DROP CONNECTION (0 -2') EA 1.0 1.0 $ 95.00 $ 612.7
<br />5 EXTRA DEPTH 8" DIP OUTSIDE DROP CONNECTION LF 1.0 7.3 $ 3,285.00 $ 3,980.1
<br />6 .4" ON 8" PVC, C -900 WYE BRANCH EA F 7.3 7.3 $ 310.00 $ 170.0
<br />7 4" PVC, C -900 SAN. SEW. SERVICE PIPE 7.0 7.0 $ 321.45 $ 6,370.6
<br />8 4" RIGID POLYSTYRENE INSULATION SF 238.0 297.0 $ 21.45 $ 6,370.6
<br />9 TELEVISE SANITARY SEWER MAINS SF 3,660.0 3,940.0 $ 1.96 $ 7,722.4
<br />10 REMOVE 24" CMP STORM PIPE LF 677.0 677.0 $ 0.98 $ 663.4
<br />11 REMOVE CATCH BASIN /MANHOLE EA 12.0 8.0 $ 75.00 $ 80.0
<br />12 CURB OPENING CATCH BASIN (MnDOT 4021E) EA 2.0 2.0 $ 375.00 $ 750.0
<br />2.0 2.0 $ 2,550.00 $ 5,100.0 24" CMP STORM SEWER PIPE LF 12.0 8.0 $ 26.35 $ 3210.8
<br />14 CONNECT TO EXISTING STORM SEWER PIPE 50.0
<br />EA
<br />15 REMOVE BITUMINOUS PAVEMENT EA 3.0 3.0 $ 450.00 $ 4,860.0
<br />SY 977.0 972.0 $ 5.00 $ 4
<br />16 AGGREGATE BASE CLASS 5 ,860.0
<br />17 2350 TYPE LV 2 OR 3 NON WEAR. COURSE TN 425.0 450.31 $ 28.61 $ 12,883.3
<br />TN - $ - $
<br />18 2350 TYPE LV 4 WEARING COURSE
<br />19 CRS -1 BITUMINOUS MATERIAL FOR TACK TN 110.0 183.9 $ 129.05 $ 23,734.8
<br />20 SODDING GA A - $ $
<br />SY
<br />•.1 SILT FENCE LF - $ 3.89 $
<br />22 COMMON EXCAVATION - STREET LF 150.0 $ 3.00 $
<br />TOTAL TWILIGHT ACRES 2ND CY $ 8.10 $
<br />$ 97,124.6
<br />ESTIMATE NO. 4 (FINAL)
<br />$ 221,931.7
<br />-42-
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