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Item <br />34 Coaucci 6" PVC into existtjg manhole <br />35 8"x4*' PVC service wye branch <br />36 4" PVC service pipe in place <br />37 4" PVC service riser pipe in place <br />38 luipruvcd pi|>e fdu. in 6" iucrcmcnl Jenth <br />39 Mechanical trench uinipaction <br />40 Detour per detail <br />4! Insulation <br />42 Sanitary sewer television inspection <br />43 A*jcc%s manhole (Addendum 2) <br />Total Pari A • Sanitary Sewer <br />Part B * Restoration <br />44 Rituniinous surfacing rcraoval <br />45 Common excavation <br />46 CL 5 aggregate base (100% crushed) <br />47 CL 2, aggregate shouldering <br />48 Type 31 biluuunous base course <br />49 Type 41 bituniuious binder coune <br />50 Type 41 bituaiinous wranng course <br />51 AC-1 bituminous material for inu <br />52 Oituminous materiai fur tack coat <br />53 nflummous material for seal coat <br />54 F’A-3 seal aiai aggregate (Cl. A) to pL <br />55 Uituminuus material for patching <br />56 12" RCT, Class 3 in place <br />57 18" RCP. Class 3 in place <br />58 24" RCP. Clas.s 3 in place <br />59 36 ’* RCP, Class 3 in place <br />60 12* RCP Hared end in place <br />61 18* RCT flared end in place <br />62 24" KCl* flared cod w/trasb guard in pi. <br />63 36* RCT flared end w trash guard to pi, <br />64 Mechamcal trench ci>uip idiot} <br />65 In'pr. pi|)c (du. ui 6* lovrerticul Jcptb <br />66 Remove exiting I'Ml* cuhert <br />lJ9J7RFf RP-2 <br />Unit <br />(4iaU.u4 <br />Uu^uitity <br />Unit <br />Price <br />Ouaniiiy <br />To l)jtc <br />Aniount <br />I'o Datci <br />HA I 400.00 1 400.0O <br />HA 85 60.00 84 5.040.00 <br />U-2.100 11.50 1 .950 22.425.00 <br />IJ-too 11.50 78 897.00 <br />U'24.(X)0 1.40 20.115 28.161.00 <br />U-1 4.875 1.00 13.593.5 13.593.50 <br />I.S I 6.000.00 1 6.000.00 <br />SY 300 20.00 <br />U-8.075 0.60 7.985 4.791.00 <br />n.\I 1.500.00 1 1.5m nn <br />S343.450.93 <br />SY 11,000 1.75 10.000 17.500 00 <br />CY 6.000 3.70 5,800 21.460.00 <br />IN 7.800 8.50 6.0.55.6 51.47160 <br />TN 4<XJ 12.50 507.3 6 J41.15 <br />TN 1 400 14 50 502.72 7J*89.44 <br />TN 450 1.5.00 588.15 8.823.75 <br />TN 1.000 16.00 23 ^68.00 <br />TN '67 120.00 61.26 7J5I.20 <br />(;l UOO UO 100 13UJ)0 <br />GI,1.400 3.00 <br />IN 70 50.00 <br />SY 1.000 22.00 206 4.53100 <br />IJ-ISO 17.50 518 9.0(i5 00 <br />U-75 20.50 <br />50 25 m <br />IJ-40 43.45 <br />HA 10 365.00 <br />I{A 4 410.00 <br />HA ■» <br />*■1.005.00 <br />lA n 1.660.00 <br />u-315 1.00 <br />IJ^300 2.00 <br />IJ-315 3 00 260 78CJJ0 <br />i