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Item <br />34 Coiiucct 6" PV'C into existing manhole <br />35 8*'x4“ PVC service wvc braucli <br />36 4** PVC service pipe iu place <br />37 4** PVC service riser pipe iu place <br />38 Improved pipe fdn. in 6” iucrcuienl depth <br />39 Mechanical trench compactuui <br />40 Detour per detail <br />41 Insulation <br />42 Sanitary sewer television in.s|)ecliou <br />43 Access manhole (Addendum 2) <br />1 ’otal P.irt A - Sanitary Sewer <br />Part H - Kestoratioii <br />44 Uiiuntinous surfacing removal <br />45 (\Hiimoti excavation <br />46 C'L 5 aggregate h.cse (100% crushed) <br />47 C'L 2. aggregate shouldering <br />48 l ypc 31 bituminous base course <br />49 Ty|H.‘ 41 bituminous tiinder course <br />50 Tv|>e 41 bituminous wearing course <br />51 A(%1 bituminous material for mix <br />52 Uitumiuous material for tack coal <br />53 nituminous material for seal coat <br />54 I*'A-3 seal a>at aggregate (C'l. A) in pi. <br />55 Uilumuious material for patehiiig <br />56 12" RCT. 3 in place <br />57 18" RCl\('lass 3 III place <br />58 24" R(T. ('lass 3 in place <br />59 36" RC'P, ('lass 3 in plate <br />60 12** RC'P flared end lu place <br />61 18" RCP flared end in place <br />62 24" RCP Hared cud w trash guard iu pL <br />63 36" RC'P Hared eou w/tr.ub guard in pi. <br />64 Mechanical trench coaipactkm <br />65 luipr. pi|)c fdu. IU 6" ititremenl depth <br />66 Remove cxistuig ('MP culvert <br />Unit <br />(AWUilCt <br />Ouaatily <br />Unit <br />I*ncB <br />Quantity <br />‘I'u Date <br />Amounl <br />To Dale <br />lu\I 400.00 1 400.00 <br />ru\85 60.00 84 5.040.00 <br />LI-2.100 11..50 1.950 22.425.00 <br />u-lOU II..50 78 897.00 <br />Ll-24.000 1.40 20.115 28.161.00 <br />u-14.875 1.00 I3..59.3.5 13..593.50 <br />I 6.000.00 1 6.000.00 <br />SY 500 20.00 <br />U-8.075 0.(>0 7.985 4.791.00 <br />1:A 1 1J> 00.00 1 ITOO.IMl . <br />S343.450.93 <br />SY 11.000 1.75 10.000 172500.00 <br />CY 6.000 3.70 5.800 21.460.00 <br />TN 7.800 8.50 6.579.92 55.'729.32 <br />IN 400 12..50 806.11 |(_).U76.38 <br />IN 1.400 14 .50 1.40*7.53 20.438.19 <br />IN 450 15.00 588.25 8.811.75 <br />TN 1.000 16.00 1J21.38 19.54108 <br />TN 167 120.00 171.9 20.628.U0 <br />(il.I.2UI 1.30 600 780.00 <br />(JL 1.400 3.00 1.800 5.400.00 <br />IN 70 .50.00 90 4.5UO.UU <br />SY 1.000 22.00 792.44 17.433.68 <br />U'150 17..50 518 9.065.00 <br />LI-75 20..50 <br />U'50 25.W <br />I.F 40 48.45 <br />lv\10 36.5.00 <br />l-A 4 410.00 <br />lv\■>«•1.005.00 <br />n.\1.660.00 <br />ij-315 1.00 <br />Ll-300 2.00 <br />LF 315 3.00 260 780.00 <br />IJ937 RlP RP-2