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r <br />lUui <br />34 C'uuuccl 6” rVC into cxtstiug manhole <br />35 8'^4" I’VC service wye branch <br />3h 4" I’VC service pijK' iii place <br />37 4" I’VC service riser pijn; in placa <br />38 luipioved pH>e f Ju. in b" lucrenicnl deplli <br />39 Mechanical trench compacuon <br />40 llctour per detail <br />41 liLsulalioti <br />42 Saiiiiary sewer television inspection <br />43 Access ujanhold (AddenJuin 2) <br />T otal Part A • Sanitary Sewer <br />I’ail It • Rcsiontioti <br />44 Uituniuinus surfacing renioval <br />45 ('oiiinioit excavalHiii <br />46 CL 5 aggregate base (lOO'.f crushed) <br />47 CL 2. aggregate shouldering <br />48 Type 31 bituminous base course <br />49 Tv|k- 41 bituminous binder course <br />50 T)ih: 41 biiumuious wearing course <br />51 AC'-1 bituniuious material lor mix <br />52 Uiluntinous material for tack coal <br />53 Itilumumus material for seal coal <br />54 l'A-3 seal coal aggregate (CL A) to pL <br />55 Hiluiuiuutu material for paiciiing <br />56 12" K^T’. f 3 “• <br />57 18" K('P. Clasx 3 ui place <br />58 24* RCP. Class 3 in place <br />5U 3^'' KCP. 3 in place <br />60 12* KcT tlaied end in place <br />61 18* Kl P Hared end in plac^e <br />62 24" Kt I* flared cud w.trash guard in pL <br />63 16* RtT Hared end w/trisb guard in pi, <br />64 Mcchantcal trench cxrmpaciHiii <br />65 Itiipt. pi|K idn. in 6* luetcuicul depth <br />66 Remove eusting CMI* utheri <br />I wiTflf P <br />('oBtriicl Unit (^uaotily Aoiou ol <br />Unit Quanifiy l'ru-»I'u DtiU To Dfilr <br />lv\1 40O00 1 400.00 <br />liA 85 60.00 84 54)40.00 <br />2.100 11.50 1.950 22.425.00 <br />IX'100 11.50 78 897.00 <br />IX 24.000 1.40 20.115 28.161.00 <br />IX 14.875 1.00 13.593.5 13X93.50 <br />l.s 1 6.000.00 I h.OOO.OO <br />SY 300 20.00 75.5 1X10.00 <br />u-8.075 0.60 7.985 4.791.00 <br />liA 1 1.500.00 1 ____L'*DU-0H_ <br />S344.960.93 <br />SY 11.000 1.75 10.493 18,36175 <br />('Y 6.000 3.70 6,ti09 24.f-53.30 <br />TN 7.800 8.50 8.875.62 75.44177 <br />TN 400 12.50 8061)10.076.38 <br />TN 1.400 14.50 1.409.53 20.438.19 <br />TN 450 15.00 588.25 8XU.75 <br />TN 1.000 16.00 1.221.38 19X4108 <br />IN 167 120.00 I7I.9 2U.628.00 <br />CL IJOO 1.30 600 780.00 <br />(TL 1.400 3.00 1.800 5.400.00 <br />IN 70 50.00 90 4X00.00 <br />SY l.C*00 2100 792.44 17.433 M <br />U'150 I7..50 518 9.065.00 <br />IX 75 20.50 <br />IX 50 25.90 <br />u-40 48.45 <br />liA 10 3654)0 <br />lA 4 410 00 <br />LA s <br />mm 1,003.00 <br />VA 1.66U.LU <br />IJ 315 i.OO <br />IF .RTO 2.00 <br />*m m ^son <br />HP 2