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1 <br />Kv <br />34 Conned 6” PVC into existing iiniiiliote <br />35 8^4" VVe service wye branch <br />36 4 ” PVC service pipe m place <br />37 4" PVC service riser pipe in place <br />38 Iin|)roveJ pipe fdn. in 6” increment depth <br />39 Mechanical trench u)tiipaction <br />40 Detour iK*r detail <br />41 ItLsulatioii <br />42 Sanitary sewer television inspection <br />43 Access manhulc (Addendum 2) <br />Total Part A - Sauit iry Sewer <br />Part H » Restoration <br />44 Uituniiuous surfacing removal <br />45 Common excavation <br />46 CL 5 aggregate base (lOO'JJ* crushed) <br />47 CL 2, aggregate shouldering <br />48 Type 31 bituminous bitse course <br />49 1 y|>e 41 bituninious binder course <br />50 lype 41 bituminous wearing course <br />51 AC-1 bituminous material for mix <br />52 nitiiminous material for lack coat <br />53 Ilitumuious material jt seal coal <br />54 FA-3 seal coat aggregate (CL A; in pi. <br />55 Bituminous material for patching <br />56 I2”RCP. CLLss3inplacc <br />57 I8MU:P, CLLss3iiiplace <br />58 24" kCP, Class 3 in place <br />59 36" RCP, Class 3 in place <br />60 12" RCP dared cud in pLice <br />61 JtS" R('P Hared end ill place <br />62 24" R('P dared end w/trash guard tii pi. <br />63 36" R(‘P dared end w/trash guard in pi. <br />64 Mechanical trench compaction <br />65 Imp?. pi|>e fdn. in 6" increment detith <br />66 Remove extsting CMP culvert <br />13917 k IT RP 2 <br />Unit <br />(Contract <br />Ouanlily <br />Unit <br />1*1 iix <br />Ouanlily <br />To Dale <br />Amount <br />lu Dale <br />• <br />i:a 1 400.00 <br />1£A 85 60.00 60 3..5CO.OO <br />LF 2.100 11.50 1.480 17,020.00 <br />IJ-too II..50 78 897.00 <br />IJ-24.(X30 1.40 9.600 13.440.00 <br />I.F I4.H75 1.00 82590 8;590.00 <br />I 6.000.00 1 6,000.00 <br />SY 300 20.00 <br />U-8.075 0.60 <br />FA 1 usuo.oo 1 _____1.500.00_ <br />$244,155.49 <br />SY 11.000 1.75 10.000 17.500.00 <br />(Y 6,000 3.70 4.950 18.31.5.00 <br />IN 7.800 8.50 8.001 68.008.50 <br />TN 400 12.50 <br />IN 1.400 14.50 552.46 8.010.67 <br />IN 450 15.00 313.49 4,702.35 <br />TN 1.000 16.00 23 368.00 <br />'IN 167 120.00 40.23 4.827.60 <br />OF 1.200 1.30 100 130,00 <br />HL 1.400 3.00 <br />TN 70 50.0C <br />SY I.OOU 22.00 <br />U-150 17.50 <br />IJ*75 20.50 <br />I.F 50 25.90 <br />u-40 48.45 <br />i:a 10 365.00 <br />FA 4 410.00 <br />i:a •)1.005.(XJ <br />l-A •*1,660.00 <br />IF 3i;.1.00 <br />l.l ■VJO 2.00 <br />II-315 3.00 260 780.00 <br />J