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i- <br />Item UiiH <br />CoffllllKt <br />Quantity <br />Unit <br />l*rire <br />QuRnlity <br />To Dale <br />\mounl <br />To Dale <br />2101.501 <br />2101.506 <br />2104.501 <br />2104.501 <br />2104.505 <br />0104.601 <br />010.5.609 <br />2105.501 <br />2105.. 507 <br />2105.521 <br />2105.535 <br />2211.501 <br />2331.504 <br />2331.508 <br />2.331.510 <br />2.331.514 <br />2.331.518 <br />SP-I <br />2357.502 <br />0412.604 <br />2451.511 <br />2501541 <br />2506.522 <br />2521.501 <br />1531.. 501 <br />SP-2 <br />0531.602 <br />156.3.601 <br />2564.531 <br />05M.602 <br />0564.602 <br />0564.603 <br />0564.603 <br />Hrown Road North <br />Pnrt A > Street • SAP 152>107>0l <br />Clc.iriiic (tree) <br />(^nihhiiie (tree) <br />Remove concrete curb A gutter <br />Remove pipe culvert <br />Remove hituminou.^ p.'ivcmciil <br />Relocnic m«iilboxes. signs, etc. <br />Cicotextilc fabric. Tvjk V <br />(‘omnioii excav.ition (P) <br />Subgr.idc excavation <br />Granular borrow (CV) <br />Salvaged topsoil (CV) <br />Aupregale base. ri.5. \00% crushed <br />quarry rock <br />A('-l bit. material for iiuxlurc <br />r>i>e 41 wcaniig course mix. (1995) <br />‘Pype 31 binder course mixture <br />Type 31 base course iiiLXture <br />nituiiiiiious mixture for walk <br />Driveway restoration <br />Mituminous material for tack coat <br />Modular block relaniiiit: wall <br />('«».irsc filler aegrcgale (( *V') <br />4" |H;rforaled Pli pipe drain <br />Adjust frame and ring cstg. <br />4” concrete walk <br />roiicrcic curb A gutter-Design 1)61 iS <br />Reinforcing for a^nc. curb A gutter <br />Pedestrian curb ramp <br />Traffic control <br />Furn.A iii.st sign panels. Type C <br />Pavement message (left arrow) paint <br />Pavement message (left arrow) epoxy <br />4" wide solid line, yellow paint <br />4" wide solid liiK, yellow epoxy <br />AC 0.2 2.000.00 0.2 400.00 <br />AC 0.2 2.000.00 0.2 400 00 <br />U-40 4.00 30 120.00 <br />U-540 7.00 3(H)1100.00 <br />SY 10.300 1.25 9.500 11.875.00 <br />LS 1 500.00 <br />SY 14.400 1.00 13.000 13.000.00 <br />c :y 11000 3.25 10.(H)0 32.500.00 <br />CY 1.200 4.00 350 1.400.00 <br />CY fiOO 10.00 <br />CY 1.850 5.00 <br />TN 9.700 8.50 7.600 64.600.00 <br />TN 231 115.00 102.08 11760.00 <br />IN 1.050 17.00 <br />TN 1.400 15.00 626,01 9J90.15 <br />TN 1.750 15.00 1.2.30 18.450.00 <br />TN 580 .50.00 <br />SY 5.50 10.00 <br />CL I2?00 1.00 250 250.00 <br />sr U300 n.oo <br />CY 50 10.00 <br />l.l-850 7.00 <br />liA 4 200.00 <br />SI-20 5.00 <br />LI-7.230 5.00 5.500 27.500.00 <br />1 r 3fi0 0.50 <br />r.A 5 115.00 <br />LS 1 5.000.00 0.5 2.500.00 <br />sr 37.5 35.00 <br />EA 1 30.00 <br />l-A 1 50.00 <br />LF 5_500 0.20 <br />LF 5.500 0.20 <br />RP-1