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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 P^ C, 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,SDR11 <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 Station 2 <br />Total Part 1 - Sanitary Sewer <br />l:\139\13990\REQUEST6.W3 2 <br />Unit <br />Contract <br />Quantity <br />Unit <br />Price <br />Quantity <br />to Date <br />LF 975 31.00 823 <br />LF 547 32.00 511 <br />LF 831 33.00 1,237 <br />LF 582 34.00 581 <br />LF 95 35.00 55 <br />LF 50 36.00 76 <br />LF 41 36.00 10 <br />LF 82 37.00 150 <br />LF 210 38.00 170 <br />LF 20 50.00 20 <br />LF 12 54.00 4 <br />EA 17 1,700.00 15 <br />LF 39.4 85.00 43.3 <br />EA 1 2,000.00 1 <br />LF 8.2 300.00 4.1 <br />LF 630 29.00 624 <br />LF 1,815 20.00 1.772 <br />LF 184 24.00 184 <br />EA 1 3,000.00 1 <br />EA 1 1,000.00 1 <br />LF 1,010 30.00 1,010 <br />EA I 50.00 <br />EA I 25.00 • <br />EA 5 30.00 2 <br />■A 22 30.00 26 <br />iA 1 50.00 <br />-F 850 20.00 653 <br />35 20.00 <br />P 300 24.00 300 <br />P 120 24.00 <br />F 1,950 3.00 1,000 <br />F 1,950 1.00 2,144 <br />V"20 20.00 11 <br />F 4.075 0.60 <br />40.000. 00 <br />40.000. 00 <br />Amount <br />to Date <br />25.513.00 <br />16.352.00 <br />40.821.00 <br />19.754.00 <br />1.925.00 <br />2.736.00 <br />360.00 <br />5.550.00 <br />6.460.00 <br />1,000.00 <br />216.00 <br />25.500.00 <br />3.680.50 <br />2,000.00 <br />00 <br />18.096.00 <br />35.440.00 <br />4.416.00 <br />3.000. 00 <br />1.000. 00 <br />30.300.00 <br />60.00 <br />780.00 <br />13.060.00 <br />7.200.00 <br />3.000.00 <br />2.144.00 <br />220.00 <br />39.200.00 <br />39.200.00 <br />$350,213.50