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r V/) <br />w <br />. No. <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 Unit <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, lO*- 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 Station 2 <br />Total Part 1 - Sanitary Sewer <br />l:\139M 39«<XREQUEST2.WB2 <br />LF <br />LF <br />LF <br />LF <br />LF <br />LF <br />LF <br />LF <br />LF <br />LF <br />LF <br />EA <br />LF <br />F.A <br />LF <br />LF <br />LF <br />LF <br />EA <br />EA <br />LF <br />EA <br />EA <br />EA <br />EA <br />EA <br />LF <br />LF <br />LF <br />LF <br />LF <br />LF <br />SY <br />LF <br />LS <br />LS <br />Contract <br />Quanti^ <br />Unit Quantity <br />Price to Date <br />975 31.00 570 <br />547 32.00 511 <br />831 33.00 402 <br />582 34.00 296 <br />95 35.00 15 <br />50 36.00 <br />41 36.00 10 <br />82 37.00 150 <br />210 38.00 170 <br />20 50.00 20 <br />12 54.00 4 <br />17 1,700.00 15 <br />39.4 85.00 43.3 <br />1 2,000.00 1 <br />8.2 300.00 4.1 <br />630 29.00 624 <br />1,815 20.00 989 <br />184 24.00 184 <br />1 3,000.00 • 1 <br />1 1,000.00 1 <br />1,010 30.00 <br />1 50.00 <br />1 25.00 <br />5 30.00 2 <br />22 30.00 26 <br />1 50.00 <br />850 20.00 653 <br />35 20.00 <br />300 24.00 <br />120 24.00 <br />1,950 3.00 <br />1,950 1.00 2,144 <br />20 20.00 11 <br />4,075 0.60 <br />1 40,000.00 0.5 <br />1 40,000.00 0.7 <br />Amount <br />to Date <br />17.670.00 <br />16.352.00 <br />13.266.00 <br />10.064.00 <br />525.00 <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 />1.230.00 <br />18.096.00 <br />19.780.00 <br />4.416.00 <br />3.000. 00 <br />1.000. 00 <br />60.00 <br />• 780.00 <br />13,060.00 <br />3.000.00 <br />2,144.00 <br />220.00 <br />20,( <br />28,( <br />.00 <br />.00 <br />$217,429.50