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No.Item <br />1 S" PVC. SDR 35. 8’-10* deep in place <br />2 3“ PVC. SDR 35.10'- 12' deep in place <br />3 S ' PVC. SDR 35. 12'- 14' deep in place <br />4 r PVC. SDR 35. 14'- 16' deep in place <br />5 8" PVC. SDR 35.16 -18' deep in place <br />6 Connect 8" PVC to existing manhole <br />7 Std. MH 8' dp., 4' dia.. w/Rl6-t2B cstg. <br />8 MH depth greater than 8' deep <br />9 Clean out manhole as per detail <br />10 Directional bore 8" HDPE SDR 17 <br />1 1 3" HDPE, SDR 1 1 . trenched in place <br />12 Connect 3~ HDPE to manhole as per detail <br />13 1 -1/2" curb stop & box. installed as per detail <br />14 3" X 3" HDPE tee <br />15 3"x 1-1/2 " HDPE reducer <br />16 1-1/2 " HDPE. SDR II <br />17 8" X 4" PVC or HDPE compatible service <br />wye branch <br />13 4" PVC service pipe in place, SDR 26 <br />19 4" PVC service riser pipe in place. SDR 26 <br />20 Improved pipe fdn. in 6" increment depth <br />21 Mechanical trench compaction <br />22 Sanitary sewer television inspection <br />23 Traffic control <br />Total Part 1 - Sanitary Sewer <br />Contract Unit Quantity Amount <br />Unit Quantity Price to Date to Date <br />LF 45 20.40 61.5 1.254.60 <br />LF 630 22.20 635 14.097.00 <br />LF 320 24.50 260 6.370.00 <br />LF 230 27.50 286 7.865.00 <br />LF 300 31.40 300 9.420.00 <br />EA 1 2.057.70 1 2.057.70 <br />EA 9 1,552.40 9 13,971.60 <br />LF 39 124.60 38.8 4.834.43 <br />EA 1 1.867.40 1 1.867.40 <br />LF 500 47.50 489.5 23.251.25 <br />LF 810 13.10 1204 15.772.40 <br />EA 1 523.00 1 523.00 <br />LF 5 190 JO 7 1.332.10 <br />EA 5 55JO 7 387.10 <br />EA 5 36.80 7 257.60 <br />LF 200 10.70 200 2.140.00 <br />EA 13 168.00 17 2.856.00 <br />LF 480 13.50 430 6.480.00 <br />LF 170 13.50 170 2.295.00 <br />LF 3.150 3.20 100 320.00 <br />LF 2.250 0.10 2200 220.00 <br />LF 2.075 1.10 2032 2.235.20 <br />LS 0.75 2.351.30 0.75 1.763.43 <br />Part 2 - Restoration <br />121.570.91 <br />24 Bituminous surfacing removal SY 2.600 2.00 2100 4.200.00 <br />25 Common excavation CY 700 7.80 700 5.460.00 <br />26 Class 5 aggregate base (100% crushed)TN 1.400 12.60 1032 13.003.20 <br />27 Type 31 bituminous base course TN 230 35.80 358 12.816.40 <br />23 Type 41 A bituminous wearing course TN 380 30.50 <br />29 Geotextile fabric SY 1.700 1.40 1300 1.820.00 <br />30 Bituminous material for '•’ck coat GL 50 2.20 <br />31 Bituminous street patching SY 590 24.90 <br />680 16.932.00 <br />32 Clearing and grubbing LS 0.90 13.224.00 0.9 11.901.60 <br />i:\139V1399S^REQUEST3.WB2