Widen From Two to Four Lane Divided Highway

100 6002 Preparing Row Sta 489.200 1 106 6001 Obliterating Abandoned Road Sta 23.000 2 110 6001 Excavation (Roadway) Cy 1,713,098.000 3 110 6002 Excavation (Channel) Cy 2,714.000 4 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 906,705.000 5 162 6008 Roll Sodding Sy 83,195.000 6 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 1,354,051.000 7 164 6041 Drill Seeding (Temp) (Warm) Sy 506,612.000 8 164 6043 Drill Seeding (Temp) (Cool) Sy 506,612.000 9 168 6001 Vegetative Watering Mg 19,840.800 10 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 537,270.000 11 169 6006 Soil Retention Blankets (Cl 2) (Ty f) Sy 148,792.000 12 180 6001 Wildflower Seeding Ac 161.500 13 247 6053 Fl Bs (Cmp In Plc)(Tyd Gr1-2)(Fnal Pos) Cy 248,187.000 14 260 6002 Lime (Hydrated Lime (Slurry)) Ton 9,901.000 15 260 6011 Lime Trt (Exst Matl) (12") Sy 660,055.000 16 310 6027 Prime Coat(Mc-30 Or Ae-p) Gal 107,865.000 17 316 6022 Asph (Crs-2) Gal 323,594.000 18 316 6397 Aggr(Ty-d Gr-4 Or Ty-l Gr-4) Cy 4,305.000 19 341 6008 d-Gr Hma Ty-b Pg64-22 Ton 107,265.000 20 341 6022 d-Gr Hma Ty-c Pg64-22 Ton 5,038.000 21 341 6061 d-Gr Hma Ty-c Pg76-22 (Level-Up) Ton 17.000 22 346 6018 Stone-Mtrx-Asph Sma-d Sac-b Pg76-22 Ton 73,960.000 23 346 6058 Tack Coat Gal 56,372.000 24 400 6001 Struct Excav Cy 790.000 25 400 6005 Cem Stabil Bkfl Cy 1,918.000 26 400 6008 Cut & Restore Asph Paving Sy 32.000 27 401 6001 Flowable Backfill Cy 72.000 28 402 6001 Trench Excavation Protection Lf 3,180.000 29 403 6001 Temporary Spl Shoring Sf 31,911.000 30 416 6001 Drill Shaft (18 In) Lf 1,742.000 31 416 6004 Drill Shaft (36 In) Lf 4,056.000 32 416 6005 Drill Shaft (42 In) Lf 4,293.000 33 416 6006 Drill Shaft (48 In) Lf 572.000 34 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 19.000 35 416 6019 Drill Shaft (Sign Mts) (30 In) Lf 93.000 36 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 344.000 37 416 6087 Core Hole Ea 17.000 38 420 6014 Cl c Conc (Abut)(Hpc) Cy 505.400 39 420 6030 Cl c Conc (Cap)(Hpc) Cy 1,143.600 40 420 6038 Cl c Conc (Column)(Hpc) Cy 1,146.900 41 420 6066 Cl c Conc (Rail Foundation) Cy 82.000 42 422 6002 Reinf Conc Slab (Hpc) Sf 178,407.000 43 422 6016 Approach Slab (Hpc) Cy 621.000 44 423 6001 Retaining Wall (Mse) Sf 9,725.000 45 423 6008 Retaining Wall (Cast - In - Place) Sf 7,990.000 46 425 6038 Prestr Conc Girder (Tx46) Lf 9,070.210 47 425 6039 Prestr Conc Girder (Tx54) Lf 11,483.120 48 425 6056 Prestr Conc Girder (Tx82) Lf 1,527.160 49 431 6003 Pneumatically Placed Concrete (2") Sf 15,318.000 50 432 6001 Riprap (Conc)(4 In) Cy 1,498.000 51 432 6002 Riprap (Conc)(5 In) Cy 1,380.340 52 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 375.000 53 432 6033 Riprap (Stone Protection)(18 In) Cy 1,254.000 54 432 6041 Riprap (Special) Cy 688.000 55 432 6044 Riprap (Conc)(Flume) Cy 73.000 56 432 6045 Riprap (Mow Strip)(4 In) Cy 356.000 57 450 6010 Rail (Ty t402) Lf 335.600 58 450 6011 Rail (Ty t402)(Hpc) Lf 3,600.000 59 450 6014 Rail (Ty t551) Lf 1,823.900 60 450 6015 Rail (Ty t551)(Hpc) Lf 5,405.100 61 454 6001 Sealed Expansion Joint (4 In) (Sej - a) Lf 1,195.000 62 454 6002 Sealed Expansion Joint (5 In) (Sej - a) Lf 108.000 63 462 6001 Conc Box Culv (3 Ft x 2 Ft) Lf 198.000 64 462 6002 Conc Box Culv (3 Ft x 3 Ft) Lf 257.000 65 462 6004 Conc Box Culv (4 Ft x 3 Ft) Lf 1,018.000 66 462 6007 Conc Box Culv (5 Ft x 3 Ft) Lf 884.000 67 462 6010 Conc Box Culv (6 Ft x 3 Ft) Lf 575.000 68 462 6011 Conc Box Culv (6 Ft x 4 Ft) Lf 415.000 69 462 6013 Conc Box Culv (6 Ft x 6 Ft) Lf 1,225.000 70 462 6019 Conc Box Culv (8 Ft x 4 Ft) Lf 2,312.000 71 462 6020 Conc Box Culv (8 Ft x 5 Ft) Lf 526.000 72 462 6021 Conc Box Culv (8 Ft x 6 Ft) Lf 816.000 73 462 6031 Conc Box Culv (10 Ft x 7 Ft) Lf 848.000 74 462 6050 Conc Box Culv (5 Ft x 2 Ft)(Extend) Lf 65.000 75 462 6054 Conc Box Culv (6 Ft x 3 Ft)(Extend) Lf 150.000 76 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,956.000 77 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 2,477.000 78 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 134.000 79 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 1,000.000 80 464 6016 Rc Pipe (Cl Iv)(12 In) Lf 156.000 81 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 30.000 82 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 3.000 83 465 6179 Inlet (Compl)(Ty Mse2) Ea 5.000 84 466 6009 Headwall (Ch - Fw - 0) (Dia= 36 In) Ea 2.000 85 466 6024 Headwall (Ch - Fw - 15) (Dia= 36 In) Ea 2.000 86 466 6150 Wingwall (Fw - 0) (Hw=3 Ft) Ea 1.000 87 466 6151 Wingwall (Fw - 0) (Hw=4 Ft) Ea 11.000 88 466 6152 Wingwall (Fw - 0) (Hw=5 Ft) Ea 2.000 89 466 6164 Wingwall (Fw - s) (Hw=3 Ft) Ea 2.000 90 466 6165 Wingwall (Fw - s) (Hw=4 Ft) Ea 9.000 91 466 6166 Wingwall (Fw - s) (Hw=5 Ft) Ea 4.000 92 466 6167 Wingwall (Fw - s) (Hw=6 Ft) Ea 1.000 93 466 6168 Wingwall (Fw - s) (Hw=7 Ft) Ea 2.000 94 466 6171 Wingwall (Pw - 1) (Hw=10 Ft) Ea 1.000 95 466 6172 Wingwall (Pw - 1) (Hw=11 Ft) Ea 3.000 96 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 1.000 97 466 6185 Wingwall (Pw - 2) (Hw=10 Ft) Ea 1.000 98 466 6192 Wingwall (Pw - 2) (Hw=3 Ft) Ea 1.000 99 466 6193 Wingwall (Pw - 2) (Hw=4 Ft) Ea 1.000 100 466 6194 Wingwall (Pw - 2) (Hw=5 Ft) Ea 1.000 101 466 6196 Wingwall (Pw - 2) (Hw=7 Ft) Ea 2.000 102 466 6197 Wingwall (Pw - 2) (Hw=8 Ft) Ea 1.000 103 466 6198 Wingwall (Pw - 2) (Hw=9 Ft) Ea 1.000 104 466 6207 Wingwall (Sw - 0) (Hw=4 Ft) Ea 2.000 105 467 6064 Set (Ty i)(s=10 Ft)(Hw=8ft)(4:1)(c) Ea 4.000 106 467 6228 Set (Ty i)(s= 6 Ft)(Hw= 7 Ft)(4:1) (c) Ea 5.000 107 467 6276 Set (Ty i)(s= 8 Ft)(Hw= 5 Ft)(4:1) (c) Ea 6.000 108 467 6323 Set (Ty Ii) (12 In) (Rcp) (4: 1) (c) Ea 1.000 109 467 6325 Set (Ty Ii) (12 In) (Rcp) (6: 1) (c) Ea 1.000 110 467 6356 Set (Ty Ii) (18 In) (Rcp) (3: 1) (c) Ea 1.000 111 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (c) Ea 4.000 112 467 6362 Set (Ty Ii) (18 In) (Rcp) (6: 1) (c) Ea 5.000 113 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 64.000 114 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 4.000 115 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (c) Ea 6.000 116 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 18.000 117 467 6422 Set (Ty Ii) (30 In) (Rcp) (6: 1) (c) Ea 1.000 118 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (c) Ea 1.000 119 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 12.000 120 496 6007 Remov Str (Pipe) Lf 1,199.000 121 496 6008 Remov Str (Box Culvert) Lf 1,717.000 122 500 6001 Mobilization Ls 1.000 123 502 6001 Barricades, Signs And Traffic Handling Mo 43.000 124 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 8,823.000 125 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 3,779.000 126 506 6011 Rock Filter Dams (Remove) Lf 12,602.000 127 506 6021 Construction Exits (Install) (Ty 2) Sy 434.000 128 506 6024 Construction Exits (Remove) Sy 434.000 129 506 6038 Temp Sedmt Cont Fence (Install) Lf 23,259.000 130 506 6039 Temp Sedmt Cont Fence (Remove) Lf 23,259.000 131 508 6001 Constructing Detours Sy 49,876.000 132 512 6021 Port Ctb (Des Source)(Low Prof)(Ty 1) Lf 500.000 133 512 6022 Port Ctb (Des Source)(Low Prof)(Ty 2) Lf 80.000 134 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 10,680.000 135 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 260.000 136 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 40.000 137 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 23,240.000 138 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 500.000 139 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 80.000 140 529 6008 Conc Curb & Gutter (Ty Ii) Lf 536.000 141 530 6004 Driveways (Conc) Sy 324.000 142 530 6005 Driveways (Acp) Sy 6,587.000 143 530 6024 Turnouts (Rap) Sy 304.000 144 533 6001 Rumble Strips (Shoulder) Lf 83,940.000 145 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 4,525.000 146 540 6016 Downstream Anchor Terminal Section Ea 11.000 147 540 6018 Mtl Bm Gd Fen Trans (Non - Sym) Ea 2.000 148 540 6022 Mtl Thrie-Beam Gd Fen (Steel Post) Ea 23.000 149 543 6002 Cable Barrier System (Tl-4) Lf 39,670.000 150 543 6020 Cable Barrier Terminal Section (Tl-4) Ea 20.000 151 544 6007 Gdrail End Trt(Install)(Hba Post) Ea 32.000 152 545 6003 Crash Cush Atten (Move & Reset) Ea 40.000 153 545 6005 Crash Cush Atten (Remove) Ea 26.000 154 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 1.000 155 552 6001 Wire Fence (Ty a) Lf 2,914.000 156 556 6008 Pipe Underdrains (Ty 8) (6") Lf 57,580.000 157 560 6007 Mailbox Install-s (Wc-Post) Ty 3 Ea 42.000 158 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 12.000 159 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 43.000 160 618 6019 Condt (Pvc) (Sch 40) (1 1/4") Lf 318.000 161 618 6023 Condt (Pvc) (Sch 40) (2") Lf 17,853.000 162 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 1,556.000 163 620 6007 Elec Condr (No.8) Bare Lf 18,262.000 164 620 6008 Elec Condr (No.8) Insulated Lf 39,206.000 165 624 6002 Ground Box Ty a (122311)w/Apron Ea 45.000 166 628 6034 Elc Srv Ty a 240/480 060(Ns)Al(e)Sp(u) Ea 3.000 167 636 6002 Aluminum Signs (Ty g) Sf 1,801.000 168 636 6003 Aluminum Signs (Ty o) Sf 126.000 169 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 48.000 170 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 6.000 171 644 6008 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u-Exal) Ea 25.000 172 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 14.000 173 644 6038 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Exal) Ea 6.000 174 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(p) Ea 58.000 175 644 6061 In Sm Rd Sn Sup&Am Tytwt(1)Ws(t) Ea 32.000 176 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 8.000 177 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty s) Ea 3.000 178 644 6066 In Sm Rd Sn Sup&Am (Rail Mount) Ea 2.000 179 644 6076 Remove Sm Rd Sn Sup&Am Ea 91.000 180 647 6001 Install Lrss (Struct Steel) Lb 5,382.800 181 658 6001 Instl Del Assm (d-Sw)Sz 1(Flx)Gnd Ea 246.000 182 658 6002 Instl Del Assm (d-Sw)Sz 1(Flx)Gnd(Bi) Ea 12.000 183 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 37.000 184 658 6014 Instl Del Assm (d-Sw)Sz (Brf)Ctb (Bi) Ea 33.000 185 658 6015 Instl Del Assm (d-Sw)Sz (Brf)Gf1 Ea 69.000 186 658 6016 Instl Del Assm (d-Sw)Sz (Brf)Gf1 (Bi) Ea 33.000 187 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 38.000 188 658 6028 Instl Del Assm (d-Sy)Sz (Brf)Gf1 Ea 9.000 189 658 6030 Instl Del Assm (d-Sr)Sz 1(Flx)Gnd Ea 27.000 190 658 6036 Instl Del Assm (d-Dw)Sz 1(Flx)Gnd Ea 21.000 191 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 70.000 192 658 6051 Instl Om Assm (Om-3l)(Flx)Srf Ea 14.000 193 658 6054 Instl Om Assm (Om-3r)(Flx)Srf Ea 12.000 194 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 135,130.000 195 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 1,070.000 196 662 6016 Wk Zn Pav Mrk Non-Remov (w)24"(Sld) Lf 215.000 197 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 135,039.000 198 662 6110 Wk Zn Pav Mrk Sht Term (Tab)Ty y Ea 75.000 199 666 6006 Refl Pav Mrk Ty i (w)4"(Dot)(100mil) Lf 150.000 200 666 6033 Refl Pav Mrk Ty i (w)8"(Lndp)(100mil) Lf 2,191.000 201 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 15,206.000 202 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 489.000 203 666 6102 Ref Pav Mrk Ty i(w)36"(Yld Tri)(100mil) Ea 180.000 204 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 23,905.000 205 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 137,234.000 206 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 1,255.000 207 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 145,149.000 208 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 50.000 209 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 43.000 210 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,213.000 211 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 2,119.000 212 672 6011 Traffic Button Ty i-a Ea 1,237.000 213 672 6012 Traffic Button Ty i-c Ea 744.000 214 672 6016 Traffic Button Ty w Ea 2,258.000 215 672 6017 Traffic Button Ty y Ea 3,729.000 216 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 33,640.000 217 677 6028 Elim Ext Pv Mrk & Mrks (Rumble Strip) Lf 5,360.000 218 730 6002 Full - Width Mowing Ac 700.000 219 735 6001 Debris Removal (Cntr Medians/Mainlanes) Cyc 210.000 220 2004 6001 Decomposed Granite (3" Depth) Sy 2,554.000 221 6001 6001 Portable Changeable Message Sign Day 150.000 222 6001 6002 Portable Changeable Message Sign Ea 4.000 223 6056 6001 Preformed In-Lane(Trans) Rumble Strip Lf 360.000 224 6185 6002 Tma (Stationary) Day 20.000 225 6185 6003 Tma (Mobile Operation) Hr 600.000 226

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.