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Ilea <br />34 Connect 6" PVC into existing manhole <br />35 8^14" 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 Jeptb <br />39 Mechanical trench compaction <br />40 E)eiour per detail <br />41 Insulation <br />42 Sanitary sewer television inspection <br />43 Access manliole (Addendum 2) <br />Total Part A • Sanitary Sewer <br />Part B • Restoration <br />44 Bituminous surfacing removal <br />45 Common excavation <br />46 CL 5 aggregate base (100% crushed) <br />47 CL 2, aggregate shouldering <br />48 Type 31 bituminous base course <br />49 Type 41 bituminous binder course <br />50 Type 41 bituminous wearing course <br />51 AC-1 bituminous material for mix <br />52 Ditummous material for tack coat <br />53 Bituminous material for seal coat <br />54 FA-3 seal coat aggregate (Cl. A) in pi. <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 place <br />59 36" RCP, Class 3 in place <br />60 12" RCP flared end in place <br />61 18" RCP flared end in place <br />62 24" RCP flared end w/tr:isb guard in pi. <br />63 36" RCP flared end w/tr;ish guard in pi. <br />64 Mechanical trench compaction <br />65 Impr. pipe fdn. in 6" increment depth <br />66 Remove existing CMP eulvert <br />(^Uact Unit Quantity Amount <br />UnH Ouamiiy Pnoe To Dale I'o Dale <br />Ej\1 400.00 <br />l£A 85 60.00 13 780.00 <br />U*2.100 11.50 300 3.450.00 <br />U'100 11.50 20 230.00 <br />U-24.000 1.40 liOO 1100.00 <br />u-14.875 1.00 1.200 1.200.00 <br />LS 1 6.000.00 1 6.000.00 <br />SY 300 20.00 <br />U-8.075 0.60 <br />1 1.500.00 <br />$57,768.04 <br />SY 11.000 1.75 10.000 17300.00 <br />CY 6,000 3.70 <br />TN 7.800 8.50 <br />TN 400 12.50 <br />TN 1.400 14.50 <br />TN 450 15.00 <br />TN l.OOO 16.00 <br />TN 167 120.00 <br />GL 1.200 IJO <br />GL 1.400 3.00 <br />TN 70 50.00 <br />SY 1.000 2100 <br />U'150 17..50 <br />U-75 20.50 <br />LF 50 25.90 <br />U'40 48.45 <br />1L^\10 365.00 <br />E/\4 410.00 <br />liA 1.005.00 <br />FA 2 l.ooO.OO <br />U-315 1.00 <br />U-300 2.00 <br />LF 315 3.00 100 300.00 <br />1 <br />13937 RI P KI*-2