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Item <br />3-1 Coaaecl 6” PVC into existing manhole <br />35 3"x4" PVC service wye branch <br />36 4** PVC service pipe in place <br />37 4" PVC service riser pipe in place <br />38 Improved pipe fdn. in 6** increment depth <br />39 Mechanical trench compaction <br />40 Detour per detail <br />41 Insulation <br />42 Sanitary sewer television inspection <br />43 Access manhole (Addendum 2) <br />Total Part A • Sanitary Sewer <br />Part B • Restoration <br />44 Bitummous surfacing removal <br />45 Common excavation <br />46 CL 5 aggregate base (100‘T> crushed) <br />47 CL 2, aggregate shouldcnng <br />48 Type 31 bituminous base course <br />49 Type 41 bituminous binder course <br />50 Type 41 bituminous weanng course <br />51 AC*I bituminous material for mix <br />52 Bituminous material for t'ck coat <br />53 Bituminous material for seal coat <br />54 FA-3 seal coat aggregate (CL A) in pL <br />55 Bituminous material for patching <br />56 12" RCP. Class 3 in place <br />57 18" RCP. Class 3 in place <br />58 24" RCP. Class 3 in placid <br />59 36" RCP. Class 3 in place <br />60 12" RCP nared end in place <br />61 18" RCP nared end in place <br />62 24" RCP flared end w/trash guard in pL <br />63 36" RCP flared end w/trash guard in pi. <br />64 Mechanical treuch compaction <br />65 Impr. pipe fdn. in 6" increment depth <br />66 Remove e.xisting CMP culvert <br />13937.RFP <br />CVmlraci Unit Quantity Amount <br />Lnit Ouantity l*n<*To Dale To Date <br />E.\1 400.00 i 400.00 <br />EA 85 60.00 84 5.040.00 <br />LF 2.100 11.50 I.9S0 22.425.00 <br />f.F 100 11.50 78 897.00 <br />LF 24.000 1.40 20.115 28.161.00 <br />LF 14.875 l.OO 13.593.5 I3J93.50 <br />LS 1 6.000.00 1 6.000.00 <br />SY 300 20.00 <br />LF 8.075 0.60 7.985 4.791.00 <br />EA 1 UOO.OO 1 1 *nnnn <br />$343,450.93 <br />I <br />^1 <br />SY 11.000 1.75 10.000 17100.00 <br />CY 6.000 3.70 5.800 21.460.00 <br />TN 7.800 3J0 6.579.92 55.929.32 <br />TN 400 1150 5073 6J41.25 <br />TN 1.400 14.50 1152.46 18.160.67 <br />TN 450 15.00 588.25 8.823.75 <br />TN 1.000 16.00 23 368.00 <br />TN 167 120.00 98.75 11.850.00 <br />GI.1.200 IJO 100 130.00 <br />GL 1.400 3.00 <br />TN 70 50.00 <br />SY 1.000 2100 206 413100 <br />LF 150 17.50 518 9.065.00 <br />LF 75 20.50 <br />LF 50 25.90 <br />LF 40 48.45 <br />10 365.00 <br />E^\4 410.00 <br />EA ->1.005.00 <br />2 1.660.00 <br />LF 315 1.00 <br />LF 300 2.00 <br />LF 315 3.00 260 780.00 <br />t <br />\ <br />RP-2 <br />i <br />1 <br />\ <br />________________