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r <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 />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 />36 <br />37 <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 26.14*. 16* deep in place <br />8- PVC. SDR 26.16*. 18* deep in place <br />8*’DIP. 10'-12* deep in place <br />8" DIP, 16'- 18’ deep in place <br />Std. MH 8’ dp., 4' dia., W/R1642B cstg. <br />MH depth greater than 8* deep <br />Directional bore 4“ HOPE SDR 17 <br />4- HDPE. SDR 17 <br />Air release manhole <br />1- 1/2" curb stop and box <br />Connect 4" HDPE into existing manhole <br />4" 45 degree HDPE bend <br />4" tee with cap <br />4- X 2* HDPE tee <br />4- X 4" HDPE tee <br />2- X 1-1/2" HDPE reducer <br />2" X 45 degree HDPE bend <br />4" X 2" wye <br />8" X 4" PVC service wye bianch <br />8" X 2" wye <br />2" X 1-1/2" reducer <br />4“ PVC service pipe in place, SDR 26 <br />4" PVC service riser pipe in place, SDR 26 <br />4" HDPE service pipe diiecdonal 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 I <br />Submersible Pump Lift Station 2 <br />Total Part 1 - Long l-aVe Sanitary <br />Contract Unit Quantity AmountUnitQuantityPriceto Date to Date <br />• <br />LF .232 28.00 139 3.892.00 <br />LF 752 29.00 1,071 31,059.00 <br />LF 1.303 30.00 974 29,220.00 <br />LF 981 31.00 1,309 40,579.00 <br />LF 1,024 32.00 968 30.976.00 <br />LF 63 33.00 185 6.105.00 <br />LF 220 35.00 138 4,830.00 <br />LF 188•36.00 <br />LF 40 38.00 40 1.520.00 <br />LF 20 41.00 20 820.00 <br />EA 24 1,440.00 24 34460.00 <br />LF 97 100.00 102.7 10.270.00 <br />LF 140 20.00 140 2.800.00 <br />LF 5,812 8.40 5,716 48,014.40 <br />EA 2 1.900.00 2 3.800.00 <br />EA 3 350.00 3 1.050.00 <br />EA 1 1,000.00 1 1.000.00 <br />EA 16 50.00 10 500.00 <br />EA 1 55.00 2 110.00 <br />EA 3 50.00 3 150.00 <br />EA 1 50.00 <br />EA 3 35.00 3 105.00 <br />EA 3 30.00 4 120.00 <br />EA 2 30.00 I 30.00 <br />EA 48 50.00 55 2.750.00 <br />EA 5 50.00 2 100.00V- <br />EA 7 30.00 7 210.00 <br />LF 1,465 18.00 1,285 23,130.00 <br />LF 35 18.00 44 792.00 <br />LF 225 20.00 197.5 3,950.00 <br />LF 225 10.00 561 5,610.00 <br />LF 6.500 0.01 6400 65.00 <br />LF 6.500 1.00 4,844 4,844.00 <br />SY 50 10.00 22 ■ 220.00 <br />LF 4.808 0.42 <br />LS 1 44,200.00 0.93 43.316.00 <br />LS 1 44.700.00 0.98 43.806.00 <br />$380,303.40 <br />l;\139\13988UtEQUEST8.WB2