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r M. +•
<br />No.
<br />1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />11
<br />12
<br />13
<br />14
<br />14A
<br />15
<br />16
<br />17
<br />18
<br />19
<br />20
<br />21
<br />22
<br />23
<br />24
<br />25
<br />26
<br />27
<br />28
<br />29
<br />30
<br />31
<br />32
<br />33
<br />34
<br />35
<br />Item
<br />8" PVC, SDR 35, O'- 8' deep in place
<br />8" PVC, SDR 35,8’-10' deep in place
<br />8- PVC, SDR 35,10*. 12' deep in place
<br />8" PVC, SDR 35,12'-14' deep in place
<br />8" PVC, SDR 35,14'-16' deep in place
<br />8- PVC, SDR 35,16'- 18' deep in place
<br />8" PVC, SDR 26, 12'-14' deep in place
<br />8" PVC, SDR 26,14’-16' deep in place
<br />8- PVC, SDR 26,16'-18' deep in place
<br />8" DIP, 8'-10' deep in place
<br />8" DIP, 14'- 16' deep in place
<br />Std. MH 8' dp., 4' dia., W/R1642B cstg.
<br />MH depth greater than 8' deep
<br />Force main access manhole
<br />Outside drop
<br />Directional bore 8" HDPE SDR 17
<br />3" HDPE, SDR 11
<br />Directional bore 3" HDPE SDR 11
<br />Connect 3" HDPE to exist. MCES FM stub
<br />Connect 3" HDPE into existing manhole
<br />Lightweight aggregate
<br />3" X 3" HDPE tee with cap
<br />2" X 1-1/2-HDPE reducer
<br />3" X 45 degree HDPE bend
<br />8" X 4" PVC service wye branch
<br />8" X 2“ wye
<br />4“ PVC service pipe in place, SDR 26
<br />4" PVC service riser pipe in place, SDR 26
<br />4" HDPE service pipe directional bore
<br />1-1/2" HDPE service pipe directional bore
<br />Improved pipe fdn. in 6" increment depth
<br />Mechanical trench compaction
<br />Insulation
<br />Sanitary sewer television inspection
<br />Submersible Pump Lift Station 1
<br />Submersible Pump Lift Sution 2
<br />Total Part 1 - Saiutaty Sewer
<br />Contract Unit Quantity Amount
<br />Unit Quantity Price to Date to Date
<br />LF 975 31.00 823 25,513.00
<br />LF 547 32.00 511 16,352.00
<br />LF 831 33.00 1,237 40,821.00
<br />LF 582 34.00 581 19,754.00
<br />LF 95 35.00 55 1,925.00
<br />LF 50 36.00 76 2,736.00
<br />LF 41 36.00 10 360.00
<br />LF 82 37.00 150 5,550.00
<br />LF 210 38.00 170 6,460.00
<br />LF 20 50.00 20 1,000.00
<br />LF 12 54.00 4 216.00
<br />EA 17 1,700.00 15 25,500.00
<br />LF 39.4 85.00 43.3 3,680.50
<br />EA 1 2,000.00 1
<br />LF 8.2 300.00 4.1 1,230.00
<br />LF 630 29.00 624 18,096.00
<br />LF 1,815 20.00 1,772 35,440.00
<br />LF 184 24.00 184 4,416.00
<br />EA 1 3,000.00 1 3,000.00
<br />EA 1 1,000.00 1 1,000.00
<br />LF 1,010 30.00 1,010 30,300.00
<br />EA 1 50.00
<br />EA 1 25.00
<br />EA 5 30.00 2 60.00
<br />EA 22 30.00 26 780.00
<br />EA 1 50.00
<br />LF 850 20.00 653 13,060.00
<br />LF 35 20.00
<br />LF 300 24.c:i
<br />LF 120 24.01'
<br />LF 1,950 3 .'’J 1,000 3,000.00
<br />LF 1,950 1.00 2,144 2,144.00
<br />SY 20 20.00 11 220.00
<br />LF 4,075 0.60
<br />LS 1 40,000.00 0.5 20,000.00
<br />LS 1 40,000.00 0.7 28.000.00
<br />$312,613.50
<br />i:M39M 3990^REQUEST4.WB2
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