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Ifem Lnti <br />Confrurt <br />Qunnilly <br />Unit <br />Prtce <br />Quanllly <br />To D«l« <br />Amovnl <br />To Dftit <br />i <br />Part C - Slnriti Sewer <br />27 12* RCP Class V in place <br />28 18" RCP, Class III in place <br />29 21* RCP, Class HI in place <br />30 Std. CBMH W/3067V casting <br />31 Std. catch basin w/3067V casting <br />32 21" RCP flared end w/trasbguard <br />33 ir RCP flared end w/lrashguard <br />34 Riprap in place <br />33 Type 1 fiter blanket <br />36 Siltation/erosion control fence, <br />Mirafi "Envirofence* <br />37 Improved pipe foundation per 6* <br />depth increment in place <br />38 Mechanical trench compaction <br />Total Part C - Storm Sewer <br />Part D - Strggt <br />39 Common excavation <br />40 Granular borrow <br />41 Oass 3 aggregate base <br />42 Class 5 100% crushed quarry limestone <br />aggregate base <br />43 Type 31 base course mixture <br />44 Type 41 wear course mixture <br />43 AC-1 bit. material for mixture <br />46 Bit. material for tack coat <br />47 2341 bit. materisl for patchmg <br />48 B618 concrete curb & gutter <br />49 Reinforcing for curb <br />50 Sod with topsoil <br />51 Seeding <br />52 Geotextile fabric <br />UfSI.RIT RP-2 <br />LF 160 15.00 110 1,650.00 <br />I.F 370 17.00 370 6,290.00 <br />LF 75 20.00 70 1,400.00 <br />EA 3 988.00 2 1,976.00 <br />EA 2 856.00 2 1,712.00 <br />EA 1 650.00 1 650.00 <br />EA 1 480.00 1 480.00 <br />CY 3 40.00 <br />SY 2 10.00 <br />LF 250 1.80 <br />LF 300 0.80 200 160.00 <br />LF 510 0.20 5*'0 iiooiy <br />$14,428.00 <br />CY 5.500 1.25 5,430 6,787.50 <br />CY 2,000 7.25 1,100 7,975.00 <br />TN '‘400 5.70 <br />TN 1,750 9J0 15.12 143.64 <br />TN 550 16J0 , <br />TN 275 20.00 <br />TN 47 135.00 <br />GL 300 IJO <br />TN 20 64.00 12.83 821.12 <br />LF 1,460 5.60 <br />LF 200 0.75 <br />SY 4,000 130 <br />AC 1 900.00 <br />SY 3,500 1.^i.400 1,680.00