US 90 - Hazard Elimination and Safety

100 6002 Preparing Row Sta 58.000 1 104 6001 Removing Conc (Pav) Sy 8,980.000 2 104 6017 Removing Conc (Driveways) Sy 546.000 3 104 6054 Removing Concrete(Mow Strip) Lf 2,187.000 4 105 6019 Removing Stab Base & Asph Pav(14") Sy 14,009.000 5 105 6074 Removing Stab Base And Asph Pav (4") Sy 8,980.000 6 110 6001 Excavation (Roadway) Cy 9,922.000 7 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 100,367.000 8 162 6002 Block Sodding Sy 270.000 9 164 6009 Broadcast Seed (Temp) (Warm) Sy 17,825.000 10 164 6011 Broadcast Seed (Temp) (Cool) Sy 17,825.000 11 164 6023 Cell Fbr Mlch Seed(Perm)(Rural)(Clay) Sy 43,889.000 12 168 6001 Vegetative Watering Mg 1,248.000 13 260 6016 Lime (Hyd, Com, Or Qk(Slurry)) Ton 830.000 14 260 6079 Lime Trt (Subgrade)(6") Sy 55,908.000 15 276 6057 Cm Trt(Pt Mx)(Cl L)(Tya)(Gr1-2)(Fn Pos) Cy 4,217.000 16 276 6077 Cm Trt(Pt Mx)(Cl M)(Tya)(Gr1-2)(Fn Pos) Cy 10,489.000 17 310 6005 Prime Coat (Ae-P) Gal 5,061.000 18 340 6106 D-Gr Hma(Sq) Ty-D Pg64-22 Ton 6,600.000 19 340 6272 Tack Coat Gal 3,349.000 20 354 6051 Plane Asph Conc Pav (0" To 1 1/2") Sy 221,258.000 21 360 6006 Conc Pvmt (Cont Reinf - Crcp) (12") Sy 25,304.000 22 361 6045 Full - Depth Repair Cpjr (10") Sy 100.000 23 361 6049 Full - Depth Repair Cpjr (14") Sy 100.000 24 400 6001 Struct Excav Cy 49,150.000 25 400 6005 Cem Stabil Bkfl Cy 481.400 26 400 6006 Cut & Restoring Pav Sy 341.000 27 400 6014 Rock Backfill Cy 49,150.000 28 402 6001 Trench Excavation Protection Lf 4,558.000 29 403 6001 Temporary Spl Shoring Sf 106,481.000 30 416 6004 Drill Shaft (36 In) Lf 1,700.000 31 416 6007 Drill Shaft (54 In) Lf 885.000 32 416 6016 Drill Shaft (Sign Mts) (12 In) Lf 14.000 33 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 22.000 34 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 80.000 35 420 6013 Cl C Conc (Abut) Cy 86.000 36 420 6029 Cl C Conc (Cap) Cy 81.200 37 420 6037 Cl C Conc (Column) Cy 55.800 38 420 6066 Cl C Conc (Rail Foundation) Cy 187.000 39 420 6074 Cl C Conc (Misc) Cy 0.600 40 420 6143 Cl S Conc (Junction Box) Cy 113.700 41 422 6001 Reinf Conc Slab Sf 20,400.000 42 422 6015 Approach Slab Cy 214.400 43 423 6002 Retaining Wall (Mse) (Ashlar Stone Fin) Sf 72,348.000 44 425 6037 Prestr Conc Girder (Tx40) Lf 2,534.240 45 432 6001 Riprap (Conc)(4 In) Cy 965.000 46 432 6045 Riprap (Mow Strip)(4 In) Cy 73.000 47 438 6001 Cleaning And Sealing Existing Joints Lf 10,000.000 48 450 6023 Rail (Ty Sstr) Lf 10,589.600 49 450 6054 Rail (Ty Sstr) (W/Drain Slots) Lf 948.000 50 454 6018 Sealed Expansion Joint (4 In) (Sej - M) Lf 176.000 51 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 2,584.000 52 462 6003 Conc Box Culv (4 Ft X 2 Ft) Lf 2,773.000 53 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 232.000 54 464 6017 Rc Pipe (Cl Iv)(18 In) Lf 992.000 55 465 6053 Inlet (Compl)(Pod)(Sfg)(3ftx5ft) Ea 17.000 56 465 6071 Inlet (Compl)(Psl)(Rc)(4ftx4ft) Ea 2.000 57 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 2.000 58 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 4.000 59 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 4.000 60 471 6003 Grate & Frame Ea 29.000 61 496 6002 Remov Str (Inlet) Ea 3.000 62 496 6004 Remov Str (Set) Ea 10.000 63 496 6006 Remov Str (Headwall) Ea 2.000 64 496 6050 Remov Str (Driveway Culvert) Ea 3.000 65 500 6001 Mobilization Ls 1.000 66 502 6001 Barricades, Signs And Traffic Handling Mo 27.000 67 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 230.000 68 506 6011 Rock Filter Dams (Remove) Lf 230.000 69 506 6020 Construction Exits (Install) (Ty 1) Sy 222.000 70 506 6024 Construction Exits (Remove) Sy 222.000 71 506 6038 Temp Sedmt Cont Fence (Install) Lf 9,446.000 72 506 6039 Temp Sedmt Cont Fence (Remove) Lf 9,446.000 73 508 6001 Constructing Detours Sy 5,626.000 74 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 9,930.000 75 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 15,420.000 76 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 9,930.000 77 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 1,199.000 78 529 6002 Conc Curb (Ty Ii) Lf 5,690.000 79 530 6004 Driveways (Conc) Sy 421.000 80 533 6001 Rumble Strips (Shoulder) Lf 124,944.000 81 536 6004 Conc Directional Island Sy 112.000 82 540 6002 Mtl W-Beam Gd Fen (Steel Post) Lf 850.000 83 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 6.000 84 540 6016 Downstream Anchor Terminal Section Ea 2.000 85 542 6001 Remove Metal Beam Guard Fence Lf 1,563.000 86 542 6003 Remove Downstream Anchor Terminal Ea 14.000 87 544 6001 Guardrail End Treatment (Install) Ea 8.000 88 544 6003 Guardrail End Treatment (Remove) Ea 14.000 89 545 6003 Crash Cush Atten (Move & Reset) Ea 13.000 90 545 6005 Crash Cush Atten (Remove) Ea 8.000 91 545 6007 Crash Cush Atten (Instl)(L)(N)(Tl3) Ea 8.000 92 610 6104 In Rd Il (U/P) (Ty 1) (150w Eq) Led Ea 8.000 93 610 6216 In Rd Il (Ty Sa) 40t-10 (250w Eq) Led Ea 10.000 94 618 6016 Condt (Pvc) (Sch 40) (1") Lf 208.000 95 618 6023 Condt (Pvc) (Sch 40) (2") Lf 5,542.000 96 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 580.000 97 620 6005 Elec Condr (No.10) Bare Lf 535.000 98 620 6006 Elec Condr (No.10) Insulated Lf 1,212.000 99 620 6007 Elec Condr (No.8) Bare Lf 5,975.000 100 620 6008 Elec Condr (No.8) Insulated Lf 12,394.000 101 624 6007 Ground Box Ty C (162911) Ea 2.000 102 624 6008 Ground Box Ty C (162911)W/Apron Ea 9.000 103 628 6045 Elc Srv Ty A 240/480 060(Ns)Ss(E)Sp(O) Ea 1.000 104 636 6002 Aluminum Signs (Ty G) Sf 352.000 105 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 80.000 106 644 6002 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P-Bm) Ea 18.000 107 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 23.000 108 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(U) Ea 52.000 109 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(P) Ea 1.000 110 644 6028 In Sm Rd Sn Sup&Am Tys80(1)Sa(P-Bm) Ea 18.000 111 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(U) Ea 2.000 112 644 6051 In Sm Rd Sn Sup&Am Tys80(2)Sa(P-Exal) Ea 2.000 113 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty N) Ea 2.000 114 644 6076 Remove Sm Rd Sn Sup&Am Ea 51.000 115 647 6001 Install Lrss (Struct Steel) Lb 1,446.000 116 658 6013 Instl Del Assm (D-Sw)Sz (Brf)Ctb Ea 44.000 117 658 6015 Instl Del Assm (D-Sw)Sz (Brf)Gf1 Ea 6.000 118 658 6026 Instl Del Assm (D-Sy)Sz (Brf)Ctb Ea 72.000 119 658 6028 Instl Del Assm (D-Sy)Sz (Brf)Gf1 Ea 10.000 120 658 6080 Instl Del Assm (D-Sw)Sz 1(Wflx)Gnd Ea 22.000 121 658 6092 Instl Del Assm (D-Dw)Sz 1(Wflx)Gnd Ea 26.000 122 658 6095 Instl Del Assm (D-Dy)Sz 1(Yflx)Gnd Ea 24.000 123 662 6001 Wk Zn Pav Mrk Non-Remov (W)4"(Brk) Lf 22,170.000 124 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 88,644.000 125 662 6016 Wk Zn Pav Mrk Non-Remov (W)24"(Sld) Lf 98.000 126 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 89,871.000 127 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 6,180.000 128 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 6,180.000 129 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty W Ea 4,328.000 130 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 9,169.000 131 666 6224 Pavement Sealer 4" Lf 27,853.000 132 666 6226 Pavement Sealer 8" Lf 4,989.000 133 666 6299 Re Pm W/Ret Req Ty I (W)4"(Brk)(090mil) Lf 17,106.000 134 666 6302 Re Pm W/Ret Req Ty I (W)4"(Sld)(090mil) Lf 75,135.000 135 666 6314 Re Pm W/Ret Req Ty I (Y)4"(Sld)(090mil) Lf 75,170.000 136 668 6074 Prefab Pav Mrk Ty C (W) (12") (Sld) Lf 741.000 137 668 6076 Prefab Pav Mrk Ty C (W) (24") (Sld) Lf 262.000 138 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 53.000 139 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 4.000 140 668 6092 Prefab Pav Mrk Ty C (W) (36")(Yld Tri) Ea 196.000 141 668 6106 Prefab Pav Mrk Ty C (Y) (12") (Sld) Lf 1,424.000 142 672 6007 Refl Pav Mrkr Ty I-C Ea 315.000 143 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 49.000 144 672 6010 Refl Pav Mrkr Ty Ii-C-R Ea 1,312.000 145 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 22,053.000 146 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 355.000 147 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 24.000 148 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 4.000 149 678 6001 Pav Surf Prep For Mrk (4") Lf 27,853.000 150 678 6004 Pav Surf Prep For Mrk (8") Lf 4,989.000 151 685 6003 Remove Rdsd Flash Beacon Assembly Ea 2.000 152 721 6002 Fiber Reinforced Polymer Patching Matls Lb 32,708.000 153 3077 6065 Sp Mixes Sp-D Sac-A Pg76-22 Ton 17,605.000 154 3077 6075 Tack Coat Gal 15,364.000 155 4075 6001 Wick Drains Lf 99,320.000 156 6001 6002 Portable Changeable Message Sign Ea 4.000 157 6185 6002 Tma (Stationary) Day 100.000 158 6185 6003 Tma (Mobile Operation) Hr 288.000 159

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.