US 54 - Highway Improvement

100 6001 Preparing Row Ac 26.590 1 100 6008 Preparing Row (Tree) (0" To 6" Dia) Ea 9.000 2 100 6009 Preparing Row (Tree) (6" To 24" Dia) Ea 10.000 3 104 6009 Removing Conc (Riprap) Sy 48.000 4 104 6044 Removing Conc (Flume) Sy 4.000 5 105 6041 Removing Stab Base And Asph Pav(8") Sy 463.000 6 112 6002 Subgrade Widening (Dens Cont) Sta 32.940 7 132 6004 Embankment (Final)(Dens Cont)(Ty b) Cy 988.000 8 134 6001 Backfill (Ty a) Sta 579.510 9 150 6002 Blading Hr 20.000 10 164 6036 Drill Seeding (Perm) (Rural) (Clay) Ac 29.790 11 164 6053 Drill Seeding (Temp)(Warm Or Cool) Ac 29.790 12 247 6227 Fl Bs (Cmp In Plc)(Ty a Or b Gr 4)(8") Sy 9,360.000 13 251 6183 Rework Bs Mtl (Ty b) (14") (Dens Cont) Sy 4,972.000 14 251 6334 Rework Bs Mtl (Ty b)(20")(Dens Cont) Sy 38.000 15 310 6009 Prime Coat (Mc-30) Gal 2,341.000 16 314 6009 Emuls Asph (Erosn Cont)(Multi) Gal 14,425.000 17 351 6012 Flexible Pavement Structure Repair(2") Sy 12,260.000 18 354 6021 Plane Asph Conc Pav(0" To 2") Sy 7,186.000 19 354 6045 Plane Asph Conc Pav (2") Sy 2,487.000 20 354 6057 Plane Asph Conc Pav (4") Sy 4,520.000 21 432 6002 Riprap (Conc)(5 In) Cy 5.000 22 460 6003 Cmp (Gal Stl 24 In) Lf 45.000 23 462 6045 Conc Box Culv (3 Ft x 2 Ft)(Extend) Lf 62.000 24 462 6054 Conc Box Culv (6 Ft x 3 Ft)(Extend) Lf 64.000 25 462 6095 Conc Box Culv (6 Ft x 2 Ft) (Extend) Lf 10.000 26 462 6202 Conc Box Culv (2.5 Ft x 2 Ft)(Extend) Lf 4.000 27 467 6104 Set (Ty i)(s=3 Ft)(Hw=2ft)(6:1)(c) Ea 5.000 28 467 6201 Set (Ty i)(s= 6 Ft)(Hw= 2 Ft)(6:1) (c) Ea 2.000 29 467 6207 Set (Ty i)(s= 6 Ft)(Hw= 3 Ft)(6:1) (c) Ea 12.000 30 467 6380 Set (Ty Ii) (24 In) (Cmp) (6: 1) (p) Ea 2.000 31 467 6602 Set (Ty i)(s= 2.5 Ft)(Hw= 2ft)(6:1)(p) Ea 2.000 32 496 6004 Remov Str (Set) Ea 14.000 33 496 6007 Remov Str (Pipe) Lf 37.000 34 496 6008 Remov Str (Box Culvert) Lf 36.000 35 500 6001 Mobilization Ls 1.000 36 502 6001 Barricades, Signs And Traffic Handling Mo 8.000 37 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 1,200.000 38 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,200.000 39 533 6003 Rumble Strips (Shoulder) Asphalt Lf 124,276.000 40 533 6004 Rumble Strips (Centerline) Asphalt Lf 62,138.000 41 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 2,000.000 42 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 4.000 43 540 6033 Mtl Bm Gd Fen (Long Span System) Ea 2.000 44 542 6001 Remove Metal Beam Guard Fence Lf 1,800.000 45 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 4.000 46 544 6001 Guardrail End Treatment (Install) Ea 8.000 47 544 6003 Guardrail End Treatment (Remove) Ea 8.000 48 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 2.000 49 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 13.000 50 644 6070 Relocate Sm Rd Sn Sup&Am Ty s80 Ea 1.000 51 644 6076 Remove Sm Rd Sn Sup&Am Ea 4.000 52 658 6060 Remove Delin & Object Marker Assms Ea 46.000 53 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 26.000 54 658 6099 Instl Om Assm (Om-2z)(Wflx)Gnd Ea 24.000 55 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 3,828.000 56 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 12,046.000 57 666 6047 Refl Pav Mrk Ty i (w)24"(Sld)(090mil) Lf 231.000 58 666 6053 Refl Pav Mrk Ty i (w)(Arrow)(090mil) Ea 4.000 59 666 6077 Refl Pav Mrk Ty i (w)(Word)(090mil) Ea 4.000 60 666 6092 Refl Pav Mrk Ty i (w)(Rr Xing)(090mil) Ea 4.000 61 666 6299 Re Pm w/Ret Req Ty i (w)4"(Brk)(090mil) Lf 5,565.000 62 666 6302 Re Pm w/Ret Req Ty i (w)4"(Sld)(090mil) Lf 122,287.000 63 666 6311 Re Pm w/Ret Req Ty i (y)4"(Brk)(090mil) Lf 7,842.000 64 666 6314 Re Pm w/Ret Req Ty i (y)4"(Sld)(090mil) Lf 83,201.000 65 672 6007 Refl Pav Mrkr Ty i-c Ea 319.000 66 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,307.000 67 3032 6001 Reinforced Fab For Asph Pvmnt Overlays Sy 213,639.000 68 3032 6002 Asph For Reinf Fab (Ac-20-5tr) Gal 40,591.000 69 3076 6005 d-Gr Hma Ty-b Pg64-28 Ton 4,118.000 70 3076 6066 Tack Coat Gal 1,217.000 71 3077 6058 Sp Mixes Sp-d Sac-a Pg70-28 Ton 36,846.000 72 3077 6075 Tack Coat Gal 15,615.000 73 6001 6002 Portable Changeable Message Sign Ea 4.000 74 6158 6001 Tmsp Radar Speed Control Monitor Ea 2.000 75 6185 6002 Tma (Stationary) Day 110.000 76 6185 6003 Tma (Mobile Operation) Hr 160.000 77

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.