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CiNitnict Unit Ouanliiy AnMNinl <br />loi Itca Unit Ouaiility l>rioe To Dale To Dale <br />ALTRRNATK NO. 5 - OXFORD ROAD <br />Part A • Sanitary Sewer <br />191 8" PVC. SDR 35. 10’-12' deep in place u-675 13.00 715 9.295.00 <br />192 8’ PVC. SDR 35. 12'-14' deep in place LI-400 14.50 413 5.988.50 <br />193 8" PVC. SCR 3.V 14 -16' deep in place LF 1.50 17.00 140 2J80.00 <br />194 8” PVC. SDR 35. 16'-18' deep in place 1.1-200 20.00 179 32! 80.00 <br />19S Std. MH 8' dp.. V dia.. w/RI642B oitg.FA 5 U50.00 5 6.750.00 <br />196 MH depth greater than 8' deep IJ-28 90.00 24 2.160.00 <br />197 8*^4* PVC service wye brancii liA 12 nO.OO 13 780.00 <br />198 4” PVC service pipe in place LF 500 1100 390 4.680.00 <br />199 4" PVC service riser pipe in place LI-40 1100 25 300.00 <br />200 Improved pipe fdn. i 6* iocrenienl depi'i LI*2.000 2.00 1.447 2.894.00 <br />201 Mccbanical trench compaction LF 1.925 1.00 1.837 1,837.00 <br />202 Saailary sewer televisioo inspection U-1.415 0.65 <br />Total Part A • Sanitary Sewer $40,644.50 <br />Part R • Restoration <br />203 Biliioiinotts surfacing removal SY 4.i00 2.00 3.960 7.920.00 <br />204 CcMunoa excavation CY 1.600 4.60 1.510 6.946.00 <br />205 CL 5 aggregate base (100% crushed)IN 2J00 8J0 2J150 19,125.00 <br />206 Type 31 bituminous base course TN 400 16.00 <br />207 Type 41 bituminons wearing course 1T4 300 18.00 <br />206 AC-1 bitnminoui material for mix IN 42 120.00 <br />209 Bitumioous material for tack coal (JL 235 1-50 <br />210 Bituminoiu material for patching SY 150 2100 <br />211 Tice removal FA 3 125.00 <br />212 Sc-i< wil^ 4* topsoil SY 4.000 2.00 <br />213 Seed w/topsoil, mulch A fertilizer AC 0.5 800.00 <br />214 Erusioa control .ence IF 200 2.00 <br />2IS Geotcxlde fabric (Addendum 2)SY 2.500 1.50 2.400 1 Mvwm <br />Total Part B • Rrstoralion <br />Total Part A • Sauitary Sewer <br />Total Part H ■ Kcslnralioo <br />TOTAl, ALITiRNAITi N(). S . OXFOKI) ROAD <br />IM37.RFP Kl* H <br />537^91.00 <br />40.6A4.50 <br />.J2Ji9LUIL <br />$78,235.SO 4 <br />I