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. I <br />No.Item <br />1 8" PVC, SDR 35,8 ‘-10* deep in place <br />2 8" PVC, SDR 35.10’-12’ deep in place <br />3 8" PVC, SDR 35.12’-14* deep in place <br />4 8" 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/R1642B 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 />11 3" HDPE, SDR II, 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 11 <br />17 8 ” X 4" PVC or HDPE compatible service <br />wye branch <br />18 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 I - Sanitary Sewer <br />Part 2 - Restoration <br />24 Bituminous surfiKing removal <br />25 Common excavation <br />26 Class 5 aggregate base (100% crushed) <br />27 Type 31 bituminous base course <br />28 Type 41A bituminous wearing course <br />29 Geotextile fabric <br />30 Bituminous material for tack coat <br />31 Bituminous street patching <br />32 Clearing and grubbing <br />Contract Unit Quantity <br />Amount <br />Unit Quantity Price to Date to Date <br />LF 45 20.40 61.5 1J54.60 <br />LF 680 22.20 635 14,097.00 <br />LF 320 24.50 260 <br />6,370.00 <br />LF 230 27.50 286 7,865.00 <br />LF 300 31.40 300 9,420.00 <br />EA I 2,057.70 1 2,057.70 <br />EA 9 1,552.40 9 13,971.60 <br />LF 39 124.60 <br />38.8 4,834.48 <br />EA 1 1,867.40 1 1,867.40 <br />LF 500 47.50 489.5 23 J51.25 <br />LF 810 13.10 1204 15,772.40 <br />EA 1 523.00 1 523.00 <br />LF 5 190.30 7 1,332.10 <br />EA 5 55J0 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 13.50 480 6,480.00 <br />LF 170 13.50 170 2J95.00 <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 2J35J0 <br />LS 0.75 2,351 JO 0.75 1,763.48 <br />•• <br />121,570.91 <br />SY 2,600 2.00 2100 4JOO.OO <br />CY 700 7.80 700 5,460.00 <br />TN 1,400 12.60 1032 13,003.20 <br />TN 230 35.80 358 12,816.40 <br />TN 380 30.50 302 9J1I.00 <br />SY 1,700 1.40 1300 1.820.00 <br />GL 50 2.20 75 165.00 <br />SY 590 24.90 755 18,799.50 <br />LS 0.90 13,224.00 0.9 11,901.60 <br />ICM 39M 3999WVordVequest4.wb2