SH 31 - Construct New Overpass and Approaches

100 6002 Preparing Row Sta 49.000 1 105 6041 Removing Stab Base And Asph Pav(8") Sy 267.000 2 105 6141 Removing Stab Base And Asph Pv (8"-22") Sy 25,640.000 3 110 6001 Excavation (Roadway) Cy 44,752.000 4 110 6002 Excavation (Channel) Cy 98.000 5 112 6002 Subgrade Widening (Dens Cont) Sta 35.000 6 132 6001 Embankment (Final)(Ord Comp)(Ty A) Cy 5,999.000 7 132 6025 Embankment (Final) (Dens Cont) (Ty C1) Cy 217,311.000 8 132 6026 Embankment (Final) (Dens Cont) (Ty C2) Cy 3,053.000 9 160 6003 Furnishing And Placing Topsoil (4") Sy 23,159.000 10 160 6006 Furnishing And Placing Topsoil (3") Sy 66,651.000 11 164 6003 Broadcast Seed (Perm) (Rural) (Clay) Sy 23,159.000 12 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 66,651.000 13 164 6071 Broadcast Seed (Temp)(Warm Or Cool) Sy 112,968.000 14 168 6001 Vegetative Watering Mg 1,648.000 15 169 6003 Soil Retention Blankets (Cl 1) (Ty C) Sy 15,559.000 16 247 6053 Fl Bs (Cmp In Plc)(Tyd Gr1-2)(Fnal Pos) Cy 18,037.000 17 247 6312 Fl Bs (Cmp In Plc)(Ty D Gr1-2)(8") Sy 10,167.000 18 260 6016 Lime (Hyd, Com, Or Qk(Slurry)) Ton 230.000 19 260 6073 Lime Trt (Subgrade)(8") Sy 12,713.000 20 276 6169 Cem Trt(Plnt Mx) (Cl L)(Tya)(Gr1-2)(6") Sy 3,090.000 21 310 6027 Prime Coat(Mc-30 Or Ae-P) Gal 6,557.000 22 316 6024 Asph (Crs-2p) Gal 16,808.000 23 316 6029 Asph (Rc-250) Gal 4,272.000 24 316 6397 Aggr(Ty-D Gr-4 Or Ty-L Gr-4) Cy 314.000 25 316 6485 Aggr (Ty-D Gr-5 Or Ty-L Gr-5) Cy 127.000 26 340 6246 D-Gr Hma (Sq) Ty-D Pg64_22(Level-Up) Ton 240.000 27 351 6008 Flexible Pavement Structure Repair(12") Sy 750.000 28 354 6002 Plan & Text Asph Conc Pav(0" To 2") Sy 249.000 29 360 6002 Conc Pvmt (Cont Reinf - Crcp) (8") Sy 14,849.000 30 360 6080 Conc Pvmt(Crcp)(Transition Slab) Sy 652.000 31 400 6005 Cem Stabil Bkfl Cy 724.000 32 402 6001 Trench Excavation Protection Lf 697.000 33 416 6001 Drill Shaft (18 In) Lf 600.000 34 416 6004 Drill Shaft (36 In) Lf 1,950.000 35 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 63.000 36 420 6011 Cl B Conc (Flume) Cy 19.200 37 420 6014 Cl C Conc (Abut)(Hpc) Cy 140.400 38 420 6030 Cl C Conc (Cap)(Hpc) Cy 73.200 39 420 6038 Cl C Conc (Column)(Hpc) Cy 53.400 40 422 6001 Reinf Conc Slab Sf 21,360.000 41 422 6015 Approach Slab Cy 160.000 42 425 6039 Prestr Conc Girder (Tx54) Lf 2,907.800 43 432 6002 Riprap (Conc)(5 In) Cy 8.000 44 432 6008 Riprap (Conc)(Cl B)(Rr8&Rr9) Cy 460.000 45 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 13.000 46 432 6044 Riprap (Conc)(Flume) Cy 6.000 47 432 6045 Riprap (Mow Strip)(4 In) Cy 108.000 48 450 6023 Rail (Ty Sstr) Lf 1,220.000 49 454 6018 Sealed Expansion Joint (4 In) (Sej - M) Lf 164.000 50 462 6003 Conc Box Culv (4 Ft X 2 Ft) Lf 1,021.000 51 462 6007 Conc Box Culv (5 Ft X 3 Ft) Lf 15.000 52 462 6010 Conc Box Culv (6 Ft X 3 Ft) Lf 42.000 53 462 6060 Conc Box Culv (7 Ft X 5 Ft)(Extend) Lf 17.000 54 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 30.000 55 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 108.000 56 464 6019 Rc Pipe (Cl Iv)(30 In) Lf 122.000 57 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 2.000 58 465 6127 Inlet (Compl)(Psl)(Fg)(4ftx4ft-3ftx3ft) Ea 2.000 59 465 6160 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-4ftx4ft) Ea 1.000 60 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 1.000 61 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 2.000 62 467 6141 Set (Ty I)(S= 4 Ft)(Hw= 3 Ft)(6:1) (C) Ea 4.000 63 467 6215 Set (Ty I)(S= 6 Ft)(Hw= 4 Ft)(6:1) (P) Ea 2.000 64 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 2.000 65 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (C) Ea 1.000 66 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (C) Ea 1.000 67 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 4.000 68 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (P) Ea 4.000 69 496 6004 Remov Str (Set) Ea 11.000 70 496 6005 Remov Str (Wingwall) Ea 2.000 71 496 6007 Remov Str (Pipe) Lf 413.000 72 496 6008 Remov Str (Box Culvert) Lf 431.000 73 500 6001 Mobilization Ls 1.000 74 502 6001 Barricades, Signs And Traffic Handling Mo 23.000 75 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 680.000 76 506 6011 Rock Filter Dams (Remove) Lf 680.000 77 506 6020 Construction Exits (Install) (Ty 1) Sy 702.000 78 506 6024 Construction Exits (Remove) Sy 702.000 79 506 6038 Temp Sedmt Cont Fence (Install) Lf 12,131.000 80 506 6039 Temp Sedmt Cont Fence (Remove) Lf 12,131.000 81 508 6001 Constructing Detours Sy 4,252.000 82 510 6003 One-Way Traf Cont (Port Traf Sig) Mo 6.000 83 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 4,860.000 84 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 3,660.000 85 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 4,860.000 86 529 6005 Conc Curb (Mono) (Ty Ii) Lf 3,530.000 87 530 6004 Driveways (Conc) Sy 305.000 88 530 6005 Driveways (Acp) Sy 257.000 89 533 6001 Rumble Strips (Shoulder) Lf 10,667.000 90 533 6003 Rumble Strips (Shoulder) Asphalt Lf 5,858.000 91 533 6005 Rumble Strips (Shoulder) Concrete Lf 740.000 92 540 6002 Mtl W-Beam Gd Fen (Steel Post) Lf 1,700.000 93 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 6.000 94 540 6016 Downstream Anchor Terminal Section Ea 2.000 95 544 6001 Guardrail End Treatment (Install) Ea 4.000 96 545 6003 Crash Cush Atten (Move & Reset) Ea 5.000 97 545 6005 Crash Cush Atten (Remove) Ea 4.000 98 545 6007 Crash Cush Atten (Instl)(L)(N)(Tl3) Ea 6.000 99 636 6002 Aluminum Signs (Ty G) Sf 626.000 100 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 27.000 101 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(P) Ea 8.000 102 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty N) Ea 2.000 103 644 6071 Relocate Sm Rd Sn Sup&Am Ty Twt Ea 9.000 104 644 6076 Remove Sm Rd Sn Sup&Am Ea 1.000 105 647 6001 Install Lrss (Struct Steel) Lb 3,908.000 106 647 6003 Remove Lrsa Ea 4.000 107 658 6013 Instl Del Assm (D-Sw)Sz (Brf)Ctb Ea 7.000 108 658 6026 Instl Del Assm (D-Sy)Sz (Brf)Ctb Ea 7.000 109 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 6.000 110 658 6063 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2(Br) Ea 17.000 111 658 6082 Instl Del Assm (D-Sw)Sz 1(Wflx)Gnd(Br) Ea 54.000 112 658 6100 Instl Om Assm (Om-2z)(Wflx)Gnd(Bi) Ea 6.000 113 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 1,847.000 114 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 26,448.000 115 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 461.000 116 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 17,940.000 117 666 6030 Refl Pav Mrk Ty I (W)8"(Dot)(100mil) Lf 30.000 118 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 3,183.000 119 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 521.000 120 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 98.000 121 666 6147 Refl Pav Mrk Ty I (Y)24"(Sld)(100mil) Lf 600.000 122 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 6,767.000 123 666 6176 Refl Pav Mrk Ty Ii (W) 8" (Dot) Lf 30.000 124 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 1,020.000 125 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 20.000 126 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 10,856.000 127 666 6214 Refl Pav Mrk Ty Ii (Y) 24" (Sld) Lf 600.000 128 666 6300 Re Pm W/Ret Req Ty I (W)4"(Brk)(100mil) Lf 2,000.000 129 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 18,884.000 130 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 23,663.000 131 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 9.000 132 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 9.000 133 668 6092 Prefab Pav Mrk Ty C (W) (36")(Yld Tri) Ea 12.000 134 672 6007 Refl Pav Mrkr Ty I-C Ea 251.000 135 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 208.000 136 672 6010 Refl Pav Mrkr Ty Ii-C-R Ea 110.000 137 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 28,969.000 138 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 353.000 139 678 6001 Pav Surf Prep For Mrk (4") Lf 1,500.000 140 678 6004 Pav Surf Prep For Mrk (8") Lf 300.000 141 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 5.000 142 678 6016 Pav Surf Prep For Mrk (Word) Ea 5.000 143 681 6001 Temp Traf Signals Ea 4.000 144 730 6107 Full - Width Mowing Cyc 2.000 145 3076 6001 D-Gr Hma Ty-B Pg64-22 Ton 12,198.000 146 3076 6018 D-Gr Hma Ty-C Pg64-22 (Level-Up) Ton 225.000 147 3076 6031 D-Gr Hma Ty-C Pg76-22 Ton 2,032.000 148 3076 6034 D-Gr Hma Ty-C Pg76-22 (Level-Up) Ton 2,032.000 149 3076 6066 Tack Coat Gal 4,437.000 150 3077 6033 Sp Mixes Sp-C Sac-A Pg76-22 Ton 5,091.000 151 3089 6002 Cement Ton 130.000 152 3089 6003 Emulsion Gal 68,799.000 153 3089 6008 Emul Trtmnt(Mx Exist Matl & New)(8") Sq 16,661.000 154 6001 6001 Portable Changeable Message Sign Day 63.000 155 6185 6002 Tma (Stationary) Day 312.000 156 6185 6003 Tma (Mobile Operation) Hr 48.000 157

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.