Cnst 0 to 2 Ln Frtg (Ult 6) and Turn Lanes

100 6002 Preparing Row Sta 579.000 1 104 6001 Removing Conc (Pav) Sy 10,276.000 2 104 6017 Removing Conc (Driveways) Sy 1,095.000 3 104 6021 Removing Conc (Curb) Lf 1,076.000 4 105 6002 Removing Stab Base And Asph Pav (2") Sy 549.000 5 105 6049 Removing Stab Base & Asph Pav (4"-22") Sy 44,826.000 6 106 6001 Obliterating Abandoned Road Sta 21.090 7 110 6001 Excavation (Roadway) Cy 225,795.000 8 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 326,652.000 9 134 6004 Backfill (Ty A Or B) Sta 536.400 10 161 6017 Compost Manuf Topsoil (4") Sy 419,676.000 11 162 6002 Block Sodding Sy 498.000 12 164 6023 Cell Fbr Mlch Seed(Perm)(Rural)(Clay) Sy 419,640.000 13 164 6029 Cell Fbr Mlch Seed(Temp)(Warm) Sy 209,821.000 14 164 6031 Cell Fbr Mlch Seed(Temp)(Cool) Sy 209,821.000 15 168 6001 Vegetative Watering Mg 124,908.000 16 247 6312 Fl Bs (Cmp In Plc)(Ty D Gr1-2)(8") Sy 32,536.000 17 247 6313 Fl Bs (Cmp In Plc)(Ty D Gr1-2)(12") Sy 270,808.000 18 260 6002 Lime (Hydrated Lime (Slurry)) Ton 10,839.000 19 260 6011 Lime Trt (Exst Matl) (12") Sy 237,766.000 20 260 6073 Lime Trt (Subgrade)(8") Sy 35,949.000 21 310 6027 Prime Coat(Mc-30 Or Ae-P) Gal 60,248.000 22 316 6024 Asph (Crs-2p) Gal 1,332.000 23 316 6440 Aggr (Ty-B Gr-3 Or Ty-L Gr-3)(Sac-B) Cy 24.000 24 354 6021 Plane Asph Conc Pav(0" To 2") Sy 970.000 25 360 6003 Conc Pvmt (Cont Reinf - Crcp) (9") Sy 3,800.000 26 360 6007 Conc Pvmt (Cont Reinf - Crcp) (13") Sy 797.000 27 400 6005 Cem Stabil Bkfl Cy 1,952.000 28 402 6001 Trench Excavation Protection Lf 170.000 29 403 6001 Temporary Spl Shoring Sf 1,703.000 30 416 6001 Drill Shaft (18 In) Lf 530.000 31 416 6004 Drill Shaft (36 In) Lf 3,441.000 32 416 6005 Drill Shaft (42 In) Lf 860.000 33 416 6006 Drill Shaft (48 In) Lf 15,024.000 34 416 6007 Drill Shaft (54 In) Lf 480.000 35 416 6022 Drill Shaft (Sign Mts) (48 In) Lf 16.000 36 416 6023 Drill Shaft (Sign Mts) (54 In) Lf 17.000 37 420 6003 Cl A Conc (Misc) Sy 513.000 38 420 6014 Cl C Conc (Abut)(Hpc) Cy 350.100 39 420 6030 Cl C Conc (Cap)(Hpc) Cy 3,985.300 40 420 6032 Cl C Conc (Cap)(Hpc)(Mass) Cy 272.800 41 420 6038 Cl C Conc (Column)(Hpc) Cy 4,424.400 42 420 6050 Cl C Conc (Crashwall)(Hpc) Cy 143.700 43 420 6135 Cl C Conc (Rail Foundation)(Hpc) Cy 27.000 44 422 6002 Reinf Conc Slab (Hpc) Sf 808,200.000 45 422 6015 Approach Slab Cy 414.000 46 422 6016 Approach Slab (Hpc) Cy 40.000 47 425 6037 Prestr Conc Girder (Tx40) Lf 1,128.650 48 425 6038 Prestr Conc Girder (Tx46) Lf 8,610.940 49 425 6039 Prestr Conc Girder (Tx54) Lf 990.040 50 425 6041 Prestr Conc Girder (Tx70) Lf 92,637.350 51 432 6001 Riprap (Conc)(4 In) Cy 516.000 52 432 6002 Riprap (Conc)(5 In) Cy 409.600 53 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 78.000 54 432 6026 Riprap (Stone Common)(Dry)(18 In) Cy 31.000 55 432 6027 Riprap (Stone Common)(Dry)(24 In) Cy 23.000 56 432 6033 Riprap (Stone Protection)(18 In) Cy 2,647.000 57 432 6045 Riprap (Mow Strip)(4 In) Cy 160.000 58 450 6017 Rail (Ty T552)(Hpc) Lf 3,210.100 59 450 6098 Rail (Ty T222)(Hpc) Lf 23,155.100 60 450 6119 Rail (Clf-Ro) Lf 750.500 61 454 6018 Sealed Expansion Joint (4 In) (Sej - M) Lf 3,590.000 62 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 176.000 63 462 6002 Conc Box Culv (3 Ft X 3 Ft) Lf 124.000 64 462 6009 Conc Box Culv (5 Ft X 5 Ft) Lf 609.000 65 462 6019 Conc Box Culv (8 Ft X 4 Ft) Lf 99.500 66 462 6029 Conc Box Culv (10 Ft X 5 Ft) Lf 520.000 67 462 6096 Conc Box Culv (8 Ft X 3 Ft) Lf 152.000 68 462 6203 Conc Box Culv (3 Ft X 1.5 Ft) Lf 398.000 69 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 331.000 70 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 1,374.000 71 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 110.000 72 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 461.000 73 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 313.000 74 465 6148 Inlet(Compl)(Psl)(Sfg)(3ftx5ft-3ftx5ft) Ea 3.000 75 466 6020 Headwall (Ch - Fw - 15) (Dia= 24 In) Ea 2.000 76 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 1.000 77 466 6143 Wingwall (Fw - 0) (Hw=11 Ft) Ea 1.000 78 466 6154 Wingwall (Fw - 0) (Hw=7 Ft) Ea 2.000 79 467 6044 Set (Ty I)(S=10 Ft)(Hw=10 Ft)(3:1)(C) Ea 4.000 80 467 6045 Set (Ty I)(S=10 Ft)(Hw=11 Ft)(3:1)(C) Ea 4.000 81 467 6063 Set (Ty I)(S=10 Ft)(Hw=8ft)(3:1)(C) Ea 3.000 82 467 6065 Set (Ty I)(S=10 Ft)(Hw=9ft)(3:1)(C) Ea 3.000 83 467 6105 Set (Ty I)(S=3 Ft)(Hw=3ft)(3:1)(C) Ea 4.000 84 467 6112 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(4:1)(C) Ea 2.000 85 467 6115 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(6:1)(C) Ea 8.000 86 467 6123 Set (Ty I)(S=3 Ft)(Hw= 6 Ft)(6:1)(P) Ea 2.000 87 467 6164 Set (Ty I)(S= 5 Ft)(Hw= 11 Ft)(3:1) (C) Ea 3.000 88 467 6190 Set (Ty I)(S= 5 Ft)(Hw= 7 Ft)(3:1) (C) Ea 4.000 89 467 6193 Set (Ty I)(S= 5 Ft)(Hw= 8 Ft)(3:1) (C) Ea 4.000 90 467 6273 Set (Ty I)(S= 8 Ft)(Hw= 4 Ft)(6:1) (P) Ea 6.000 91 467 6356 Set (Ty Ii) (18 In) (Rcp) (3: 1) (C) Ea 1.000 92 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 20.000 93 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (C) Ea 1.000 94 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 40.000 95 467 6422 Set (Ty Ii) (30 In) (Rcp) (6: 1) (C) Ea 2.000 96 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (P) Ea 4.000 97 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (C) Ea 2.000 98 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (P) Ea 16.000 99 467 6479 Set (Ty Ii) (48 In) (Rcp) (6: 1) (C) Ea 2.000 100 467 6480 Set (Ty Ii) (48 In) (Rcp) (6: 1) (P) Ea 10.000 101 476 6019 Jack Bor Or Tun Pipe(30 In)(Rc)(Cl Iii) Lf 73.000 102 476 6024 Jack Bor Or Tun Pipe(36 In)(Rc)(Cl Iii) Lf 74.000 103 496 6002 Remov Str (Inlet) Ea 3.000 104 496 6004 Remov Str (Set) Ea 16.000 105 496 6006 Remov Str (Headwall) Ea 1.000 106 496 6007 Remov Str (Pipe) Lf 1,980.000 107 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 1.000 108 500 6001 Mobilization Ls 1.000 109 502 6001 Barricades, Signs And Traffic Handling Mo 35.000 110 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 1,223.000 111 506 6011 Rock Filter Dams (Remove) Lf 1,223.000 112 506 6020 Construction Exits (Install) (Ty 1) Sy 3,565.000 113 506 6024 Construction Exits (Remove) Sy 3,565.000 114 506 6038 Temp Sedmt Cont Fence (Install) Lf 82,959.000 115 506 6039 Temp Sedmt Cont Fence (Remove) Lf 82,959.000 116 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 5,874.000 117 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 5,874.000 118 508 6001 Constructing Detours Sy 12,652.000 119 512 6005 Port Ctb (Fur & Inst)(F-Shape)(Ty 1) Lf 1,960.000 120 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 820.000 121 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 80.000 122 512 6029 Port Ctb (Move)(F-Shape)(Ty 1) Lf 11,960.000 123 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 500.000 124 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 40.000 125 512 6053 Port Ctb (Remove)(F-Shape)(Ty 1) Lf 2,610.000 126 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 820.000 127 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 80.000 128 514 6013 Perm Ctb (F-Shape) (Ty 1) Lf 3,430.000 129 530 6004 Driveways (Conc) Sy 592.000 130 530 6005 Driveways (Acp) Sy 19,354.000 131 533 6001 Rumble Strips (Shoulder) Lf 89,450.000 132 538 6001 Right Of Way Markers Ea 447.000 133 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 1,213.000 134 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 16.000 135 540 6016 Downstream Anchor Terminal Section Ea 1.000 136 540 6033 Mtl Bm Gd Fen (Long Span System) Ea 1.000 137 542 6001 Remove Metal Beam Guard Fence Lf 993.000 138 544 6001 Guardrail End Treatment (Install) Ea 17.000 139 544 6003 Guardrail End Treatment (Remove) Ea 4.000 140 545 6003 Crash Cush Atten (Move & Reset) Ea 12.000 141 545 6004 Crash Cush Atten (Stkpl) Ea 3.000 142 545 6013 Crash Cush Atten (Instl)(R)(N)(Tl3) Ea 4.000 143 545 6016 Crash Cush Atten (Instl)(R)(W)(Tl3) Ea 3.000 144 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 3.000 145 618 6023 Condt (Pvc) (Sch 40) (2") Lf 152.000 146 618 6029 Condt (Pvc) (Sch 40) (3") Lf 33.000 147 618 6070 Condt (Rm) (2") Lf 10.000 148 618 6074 Condt (Rm) (3") Lf 20.000 149 620 6007 Elec Condr (No.8) Bare Lf 225.000 150 620 6008 Elec Condr (No.8) Insulated Lf 1,394.000 151 624 6008 Ground Box Ty C (162911)W/Apron Ea 1.000 152 625 6002 Zinc-Coat Stl Wire Strand (3/16") Lf 714.000 153 625 6004 Zinc-Coat Stl Wire Strand (5/16") Lf 754.000 154 628 6185 Elc Srv Ty D 120/240 070(Ns)Ss(E)Gc(O) Ea 1.000 155 636 6003 Aluminum Signs (Ty O) Sf 552.000 156 636 6009 Replace Existing Aluminum Signs(Ty O) Sf 442.500 157 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 75.000 158 644 6002 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P-Bm) Ea 2.000 159 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 19.000 160 644 6028 In Sm Rd Sn Sup&Am Tys80(1)Sa(P-Bm) Ea 6.000 161 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(T) Ea 1.000 162 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(U) Ea 4.000 163 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(U-Bm) Ea 14.000 164 644 6051 In Sm Rd Sn Sup&Am Tys80(2)Sa(P-Exal) Ea 1.000 165 644 6066 In Sm Rd Sn Sup&Am (Rail Mount) Ea 24.000 166 650 6038 Ins Oh Sn Sup(35 Ft Cant) Ea 1.000 167 650 6045 Ins Oh Sn Sup(40 Ft Cant) Ea 1.000 168 650 6204 Remove Overhd Sign Sup Ea 1.000 169 658 6014 Instl Del Assm (D-Sw)Sz (Brf)Ctb (Bi) Ea 287.000 170 658 6016 Instl Del Assm (D-Sw)Sz (Brf)Gf1 (Bi) Ea 34.000 171 658 6082 Instl Del Assm (D-Sw)Sz 1(Wflx)Gnd(Br) Ea 5.000 172 658 6100 Instl Om Assm (Om-2z)(Wflx)Gnd(Bi) Ea 30.000 173 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 4,791.000 174 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 5,212.000 175 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 210.000 176 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 60,222.000 177 662 6071 Wk Zn Pav Mrk Remov (W)8"(Sld) Lf 506.000 178 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 317.000 179 662 6081 Wk Zn Pav Mrk Remov (W)(Dbl Arrow) Ea 1.000 180 662 6093 Wk Zn Pav Mrk Remov (Y)4"(Brk) Lf 100.000 181 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 56,479.000 182 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 7,399.000 183 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 603.000 184 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 34.000 185 666 6072 Refl Pav Mrk Ty I(W)(Lndp Arw)(100mil) Ea 8.000 186 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 34.000 187 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 86.000 188 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 28,397.000 189 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 1,665.000 190 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 139.000 191 666 6190 Refl Pav Mrk Ty Ii (W) (Lndp Arw) Ea 2.000 192 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 40,838.000 193 666 6300 Re Pm W/Ret Req Ty I (W)4"(Brk)(100mil) Lf 8,404.000 194 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 127,444.000 195 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 1,985.000 196 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 17,675.000 197 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 138,396.000 198 672 6007 Refl Pav Mrkr Ty I-C Ea 724.000 199 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 3,877.000 200 672 6010 Refl Pav Mrkr Ty Ii-C-R Ea 42.000 201 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 11,211.000 202 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 1.000 203 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 1.000 204 678 6001 Pav Surf Prep For Mrk (4") Lf 69,313.000 205 678 6004 Pav Surf Prep For Mrk (8") Lf 1,755.000 206 678 6008 Pav Surf Prep For Mrk (24") Lf 139.000 207 680 6001 Install Hwy Trf Sig (Flash Beacon) Ea 1.000 208 682 6005 Veh Sig Sec (12")Led(Red) Ea 16.000 209 684 6033 Trf Sig Cbl (Ty A)(14 Awg)(7 Condr) Lf 598.000 210 686 6020 Ins Trf Sig Pl Am (S)Str(Ty D)Lum Ea 4.000 211 3077 6001 Sp Mixes Sp-B Pg64-22 Ton 66,818.000 212 3077 6023 Sp Mixes Sp-C Sac-B Pg70-22 Ton 32,540.000 213 3077 6075 Tack Coat Gal 13,567.000 214 5116 6001 Amphibian/Reptile Exclusion Fence Inst Lf 2,500.000 215 5116 6002 Amphibian/Reptile Exclusion Fence Rem Lf 2,500.000 216 6001 6002 Portable Changeable Message Sign Ea 3.000 217 6053 6002 Remove Overhead Sign Panels Ea 1.000 218 6185 6002 Tma (Stationary) Day 274.000 219

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.