US 82-Widen Road - Add Lanes

100 6002 Preparing Row Sta 654.000 1 103 6001 Disposal Of Water Wells Ea 1.000 2 104 6017 Removing Conc (Driveways) Sy 153.000 3 105 6043 Removing Stab Base & Asph Pav (0-6") Sy 7,314.000 4 105 6049 Removing Stab Base & Asph Pav (4"-22") Sy 65,020.000 5 106 6002 Obliterating Abandoned Road Sy 20,733.000 6 110 6001 Excavation (Roadway) Cy 532,193.000 7 110 6002 Excavation (Channel) Cy 7,393.000 8 132 6004 Embankment (Final)(Dens Cont)(Ty B) Cy 288,526.000 9 132 6007 Embankment (Final)(Ord Comp)(Ty D) Cy 62.000 10 160 6003 Furnishing And Placing Topsoil (4") Sy 833,766.000 11 162 6002 Block Sodding Sy 3,727.000 12 164 6054 Bond Fbr Mtrx Seed (Perm)(Rural)(Sand) Sy 833,766.000 13 164 6055 Bonded Fbr Mtrx Seed (Temp)(Warm) Sy 416,890.000 14 164 6056 Bonded Fbr Mtrx Seed (Temp)(Cool) Sy 416,890.000 15 168 6001 Vegetative Watering Mg 7,023.000 16 169 6003 Soil Retention Blankets (Cl 1) (Ty C) Sy 45,486.000 17 247 6203 Fl Bs (Cmp In Plc)(Rap) (6") Sy 4,808.000 18 247 6229 Fl Bs (Cmp In Place)(Ty A Gr 1-2)(7") Sy 5,706.000 19 247 6231 Fl Bs (Cmp In Place)(Ty A Gr 1-2)(10") Sy 379,672.000 20 275 6001 Cement Ton 3,654.000 21 275 6010 Cement Treat (Subgrade) (8") Sy 382,995.000 22 310 6027 Prime Coat(Mc-30 Or Ae-P) Gal 75,945.000 23 314 6010 Emuls Asph (Erosn Cont)(Ss-1) Gal 30,473.000 24 316 6017 Asph (Ac-20-5tr) Gal 2,173.000 25 316 6222 Aggr(Ty-Pb Gr-3 Sac-B) Cy 55.000 26 346 6014 Stone-Mtrx-Asph Sma-D Sac-A Pg76-22 Ton 69,295.000 27 354 6021 Plane Asph Conc Pav(0" To 2") Sy 62,849.000 28 400 6005 Cem Stabil Bkfl Cy 529.000 29 400 6008 Cut & Restore Asph Paving Sy 40.000 30 401 6001 Flowable Backfill Cy 79.000 31 402 6001 Trench Excavation Protection Lf 1,572.000 32 403 6001 Temporary Spl Shoring Sf 5,085.000 33 416 6001 Drill Shaft (18 In) Lf 98.000 34 416 6004 Drill Shaft (36 In) Lf 2,981.000 35 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 60.000 36 420 6010 Cl A Conc (Plug) Ea 4.000 37 420 6011 Cl B Conc (Flume) Cy 43.000 38 420 6014 Cl C Conc (Abut)(Hpc) Cy 241.800 39 420 6030 Cl C Conc (Cap)(Hpc) Cy 185.800 40 420 6038 Cl C Conc (Column)(Hpc) Cy 111.300 41 420 6066 Cl C Conc (Rail Foundation) Cy 21.100 42 422 6002 Reinf Conc Slab (Hpc) Sf 38,600.000 43 422 6016 Approach Slab (Hpc) Cy 407.200 44 425 6035 Prestr Conc Girder (Tx28) Lf 4,787.500 45 429 6008 Conc Str Repr(Rapid Vert And Overhead) Sf 22.200 46 432 6002 Riprap (Conc)(5 In) Cy 37.000 47 432 6009 Riprap (Conc) (Cl B) (4") Cy 2.100 48 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 1,671.000 49 432 6035 Riprap (Stone Protection)(24 In) Cy 6,294.000 50 432 6045 Riprap (Mow Strip)(4 In) Cy 203.000 51 438 6001 Cleaning And Sealing Existing Joints Lf 1,000.000 52 438 6005 Cleaning And Sealing Joints Lf 1,000.000 53 450 6111 Rail (Ty Sstr) (W/Drain Slot) (Hpc) Lf 2,321.000 54 454 6003 Armor Joint Lf 1,000.000 55 454 6009 Joint Sealant Lf 1,000.000 56 454 6018 Sealed Expansion Joint (4 In) (Sej - M) Lf 439.000 57 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 150.000 58 462 6002 Conc Box Culv (3 Ft X 3 Ft) Lf 137.000 59 462 6004 Conc Box Culv (4 Ft X 3 Ft) Lf 263.000 60 462 6010 Conc Box Culv (6 Ft X 3 Ft) Lf 264.000 61 462 6045 Conc Box Culv (3 Ft X 2 Ft)(Extend) Lf 102.000 62 462 6046 Conc Box Culv (3 Ft X 3 Ft)(Extend) Lf 998.000 63 462 6047 Conc Box Culv (4 Ft X 2 Ft)(Extend) Lf 104.000 64 462 6048 Conc Box Culv (4 Ft X 3 Ft)(Extend) Lf 213.000 65 462 6049 Conc Box Culv (4 Ft X 4 Ft)(Extend) Lf 706.000 66 462 6053 Conc Box Culv (5 Ft X 5 Ft)(Extend) Lf 184.000 67 462 6054 Conc Box Culv (6 Ft X 3 Ft)(Extend) Lf 320.000 68 462 6057 Conc Box Culv (6 Ft X 6 Ft)(Extend) Lf 513.000 69 462 6062 Conc Box Culv (7 Ft X 7 Ft)(Extend) Lf 314.000 70 462 6149 Conc Box Culv (10 Ft X 12 Ft) (Extend) Lf 35.000 71 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 5,442.000 72 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 3,182.000 73 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 9.000 74 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 3.000 75 465 6146 Inlet(Compl)(Psl)(Sfg)(3ftx3ft-3ftx3ft) Ea 11.000 76 465 6147 Inlet(Compl)(Psl)(Sfg)(4ftx4ft-4ftx4ft) Ea 1.000 77 465 6148 Inlet(Compl)(Psl)(Sfg)(3ftx5ft-3ftx5ft) Ea 1.000 78 465 6162 Inlet(Compl)(Pazd)(Fg)(5ftx5ft-4ftx4ft) Ea 1.000 79 466 6154 Wingwall (Fw - 0) (Hw=7 Ft) Ea 1.000 80 466 6165 Wingwall (Fw - S) (Hw=4 Ft) Ea 2.000 81 466 6185 Wingwall (Pw - 2) (Hw=10 Ft) Ea 1.000 82 466 6187 Wingwall (Pw - 2) (Hw=12 Ft) Ea 1.000 83 466 6188 Wingwall (Pw - 2) (Hw=13 Ft) Ea 1.000 84 466 6193 Wingwall (Pw - 2) (Hw=4 Ft) Ea 4.000 85 466 6194 Wingwall (Pw - 2) (Hw=5 Ft) Ea 3.000 86 466 6195 Wingwall (Pw - 2) (Hw=6 Ft) Ea 6.000 87 466 6196 Wingwall (Pw - 2) (Hw=7 Ft) Ea 2.000 88 466 6197 Wingwall (Pw - 2) (Hw=8 Ft) Ea 2.000 89 466 6198 Wingwall (Pw - 2) (Hw=9 Ft) Ea 1.000 90 466 6259 Wingwall (Pw-1)(Hw=17 Ft) Ea 1.000 91 467 6106 Set (Ty I)(S=3 Ft)(Hw=3ft)(4:1)(C) Ea 1.000 92 467 6110 Set (Ty I)(S=3 Ft)(Hw= 3 Ft)(6:1)(P) Ea 2.000 93 467 6111 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(3:1)(C) Ea 2.000 94 467 6112 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(4:1)(C) Ea 1.000 95 467 6115 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(6:1)(C) Ea 1.000 96 467 6116 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(6:1)(P) Ea 3.000 97 467 6146 Set (Ty I)(S= 4 Ft)(Hw= 4 Ft)(6:1) (C) Ea 1.000 98 467 6150 Set (Ty I)(S= 4 Ft)(Hw= 5 Ft)(4:1) (C) Ea 2.000 99 467 6212 Set (Ty I)(S= 6 Ft)(Hw= 4 Ft)(4:1) (C) Ea 2.000 100 467 6224 Set (Ty I)(S= 6 Ft)(Hw= 6 Ft)(4:1) (C) Ea 1.000 101 467 6362 Set (Ty Ii) (18 In) (Rcp) (6: 1) (C) Ea 1.000 102 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 172.000 103 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 21.000 104 480 6001 Clean Exist Culverts Ea 28.000 105 496 6002 Remov Str (Inlet) Ea 2.000 106 496 6004 Remov Str (Set) Ea 115.000 107 496 6005 Remov Str (Wingwall) Ea 17.000 108 496 6007 Remov Str (Pipe) Lf 47.000 109 496 6008 Remov Str (Box Culvert) Lf 219.000 110 500 6001 Mobilization Ls 1.000 111 502 6001 Barricades, Signs And Traffic Handling Mo 43.000 112 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 5,970.000 113 506 6011 Rock Filter Dams (Remove) Lf 5,970.000 114 506 6020 Construction Exits (Install) (Ty 1) Sy 5,162.000 115 506 6024 Construction Exits (Remove) Sy 5,162.000 116 506 6038 Temp Sedmt Cont Fence (Install) Lf 27,313.000 117 506 6039 Temp Sedmt Cont Fence (Remove) Lf 27,313.000 118 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 11,745.000 119 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 11,745.000 120 508 6001 Constructing Detours Sy 3,747.000 121 512 6017 Port Ctb (Des Source)(F-Shape)(Ty 1) Lf 800.000 122 512 6021 Port Ctb (Des Source)(Low Prof)(Ty 1) Lf 2,540.000 123 512 6022 Port Ctb (Des Source)(Low Prof)(Ty 2) Lf 200.000 124 512 6029 Port Ctb (Move)(F-Shape)(Ty 1) Lf 600.000 125 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 2,020.000 126 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 160.000 127 512 6041 Port Ctb (Stkpl)(F-Shape)(Ty 1) Lf 600.000 128 512 6045 Port Ctb (Stkpl)(Low Prof)(Ty 1) Lf 160.000 129 512 6046 Port Ctb (Stkpl)(Low Prof)(Ty 2) Lf 40.000 130 512 6053 Port Ctb (Remove)(F-Shape)(Ty 1) Lf 800.000 131 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 2,540.000 132 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 200.000 133 530 6016 Driveways (Base) Sy 764.000 134 530 6019 Driveways (Acp)(Type 1) Sy 8,990.000 135 530 6020 Driveways (Conc)(Type 1) Sy 181.000 136 530 6021 Driveways (Acp) (Type 2) Sy 3,109.000 137 533 6001 Rumble Strips (Shoulder) Lf 182,749.000 138 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 1,326.000 139 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 22.000 140 540 6016 Downstream Anchor Terminal Section Ea 4.000 141 540 6033 Mtl Bm Gd Fen (Long Span System) Ea 2.000 142 542 6001 Remove Metal Beam Guard Fence Lf 1,563.000 143 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 16.000 144 544 6001 Guardrail End Treatment (Install) Ea 24.000 145 544 6003 Guardrail End Treatment (Remove) Ea 22.000 146 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 147 545 6005 Crash Cush Atten (Remove) Ea 2.000 148 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 2.000 149 560 6019 Mailbox Install-S (Twg-Post) Ty 7 Ea 23.000 150 560 6020 Mailbox Install-D (Twg-Post) Ty 7 Ea 3.000 151 610 6009 Remove Rd Il Asm (Trans-Base) Ea 2.000 152 610 6290 In Rd Il (Ty Sa) 50t-12 (400w Eq) Led Ea 6.000 153 618 6023 Condt (Pvc) (Sch 40) (2") Lf 210.000 154 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 480.000 155 620 6009 Elec Condr (No.6) Bare Lf 690.000 156 620 6010 Elec Condr (No.6) Insulated Lf 1,380.000 157 624 6002 Ground Box Ty A (122311)W/Apron Ea 6.000 158 628 6009 Elc Srv Ty A 120/240 060(Ns)Ss(E)Sp(O) Ea 2.000 159 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 9.000 160 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 165.000 161 644 6032 In Sm Rd Sn Sup&Am Tys80(1)Sa(T-Exal) Ea 69.000 162 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 57.000 163 644 6076 Remove Sm Rd Sn Sup&Am Ea 32.000 164 658 6062 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2(Bi) Ea 158.000 165 658 6081 Instl Del Assm (D-Sw)Sz 1(Wflx)Gnd(Bi) Ea 76.000 166 658 6092 Instl Del Assm (D-Dw)Sz 1(Wflx)Gnd Ea 69.000 167 658 6095 Instl Del Assm (D-Dy)Sz 1(Yflx)Gnd Ea 36.000 168 658 6099 Instl Om Assm (Om-2z)(Wflx)Gnd Ea 98.000 169 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 185,600.000 170 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 184,645.000 171 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-A-A Ea 6,598.000 172 662 6052 Wk Zn Pav Mrk Remov (Refl) Ty Ii-C-R Ea 185.000 173 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 3,668.000 174 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 56,730.000 175 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 59.000 176 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 79,070.000 177 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty W Ea 328.000 178 662 6110 Wk Zn Pav Mrk Sht Term (Tab)Ty Y Ea 128.000 179 666 6006 Refl Pav Mrk Ty I (W)4"(Dot)(100mil) Lf 223.000 180 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 20,090.000 181 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 489.000 182 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 92.000 183 666 6072 Refl Pav Mrk Ty I(W)(Lndp Arw)(100mil) Ea 6.000 184 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 76.000 185 666 6102 Ref Pav Mrk Ty I(W)36"(Yld Tri)(100mil) Ea 404.000 186 666 6147 Refl Pav Mrk Ty I (Y)24"(Sld)(100mil) Lf 194.000 187 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 31,016.000 188 666 6168 Refl Pav Mrk Ty Ii (W) 4" (Dot) Lf 223.000 189 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 131,363.000 190 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 20,090.000 191 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 489.000 192 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 92.000 193 666 6190 Refl Pav Mrk Ty Ii (W) (Lndp Arw) Ea 6.000 194 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 76.000 195 666 6199 Refl Pav Mrk Ty Ii (W) 36" (Yld Tri) Ea 404.000 196 666 6205 Refl Pav Mrk Ty Ii (Y) 4" (Brk) Lf 4,532.000 197 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 130,205.000 198 666 6214 Refl Pav Mrk Ty Ii (Y) 24" (Sld) Lf 194.000 199 666 6300 Re Pm W/Ret Req Ty I (W)4"(Brk)(100mil) Lf 31,016.000 200 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 131,363.000 201 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 4,532.000 202 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 130,205.000 203 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 556.000 204 672 6010 Refl Pav Mrkr Ty Ii-C-R Ea 3,350.000 205 672 6012 Traffic Button Ty I-C Ea 102.000 206 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 75,685.000 207 677 6002 Elim Ext Pav Mrk & Mrks (6") Lf 47,905.000 208 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 27.000 209 3076 6027 D-Gr Hma Ty-C Pg70-22 (Level-Up) Ton 31,394.000 210 3076 6066 Tack Coat Gal 64,181.000 211 3077 6005 Sp Mixes Sp-B Pg70-22 Ton 101,205.000 212 6001 6002 Portable Changeable Message Sign Ea 2.000 213 6120 6001 Dead End Roadway Barricade Lf 111.000 214 6185 6002 Tma (Stationary) Day 132.000 215 6185 6005 Tma (Mobile Operation) Day 65.000 216 7267 6001 Natural Gas And Pipeline Utilities Lf 900.000 217

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.