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Conlrncl t nil Quantity Amannl <br />!tfm tnll Quantity PHcf To Onlf To Oatf <br />Part C * Scwci <br />27 12' RCP, Class V in place I.F 160 15.00 261 3,915.00 <br />28 18" RCP, Class III in place LF 370 17.00 380 6,460.00 <br />29 21" RCP, Class III in place LF 75 20.00 70 1,400.00 <br />30 Std. CBMH W/3067V casting EA 3 988.00 3 2,964.00 <br />31 Std. catch basin w/3067V casting EA 2 856.00 3 2,568.00 <br />32 21" RCP Hared end w/trashguard EA 1 650.00 1 650.00 <br />33 12" RCP Hared end w/trashguard EA 1 480.00 1 480.00 <br />34 Riprap in place CY 3 40.00 <br />35 Type 1 fiter blanket SY 2 10.00 <br />36 Siltation/erosion control fence. <br />Mirafi "Envirofcncc”LF 250 1.80 50 90.00 <br />37 Improved pipe foundation per 6* <br />depth increment in place LF 300 0.80 200 160.00 <br />38 Mechanical trench compaction LF 510 0.20 641 128.20. <br />Total Part C - Storm Sewer $18,815 JO <br />part D - Street <br />39 Common excavation CY 5,500 1.25 5,430 6,787-30 <br />40 Granular borrow CY 2,000 7.25 2,671 19364.75 <br />41 Clasa 3 aggregate base TN 2,400 5.70 U30J3 7382.88 <br />42 Class 5 100% crushed quarry limestone <br />aggregate base TN 1,750 950 1,031.52 9,799.44 <br />43 Type 31 base course mixture TN 550 16J0 <br />44 Type 41 wear course mixture TN 275 20.00 <br />45 AC-1 bit. material for mixture TN 47 135.00 <br />46 nil. material for lack coat GL 3<)0 1.80 <br />47 2341 bit. material for patching TN 20 64.0t1 1283 821.12 <br />43 B618 concrete curb A gutter LF 1,460 5.60 <br />49 Reinforcing for curb LF 200 0.75 <br />50 Sod with Io^?s«mI SY 4,00U IJO <br />51 Seeding AC 1 900,00 <br />52 Gcotcxlilc fabric SY .3,5<10 2,915 3,498.00 <br />IJWIRfT RP2