US 190 - Intersection Improvements W - Right or Left Turn L

100 6002 Preparing Row Sta 382.000 1 104 6009 Removing Conc (Riprap) Sy 9.000 2 105 6048 Removing Stab Base & Asph Pav (4"-11") Sy 8,719.000 3 110 6001 Excavation (Roadway) Cy 43,710.100 4 132 6004 Embankment (Final)(Dens Cont)(Ty B) Cy 71,005.300 5 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 901.000 6 150 6001 Blading Sta 382.000 7 158 6003 Spec Excav Work (Hyd Excavator) Hr 24.000 8 162 6002 Block Sodding Sy 691.000 9 164 6021 Cell Fbr Mlch Seed(Perm)(Rural)(Sandy) Sy 198,270.000 10 164 6029 Cell Fbr Mlch Seed(Temp)(Warm) Sy 99,135.000 11 164 6031 Cell Fbr Mlch Seed(Temp)(Cool) Sy 99,135.000 12 168 6001 Vegetative Watering Mg 7,945.000 13 169 6002 Soil Retention Blankets (Cl 1) (Ty B) Sy 13,361.000 14 260 6006 Lime Trt (Exst Matl) (6") Sy 52,282.000 15 260 6043 Lime (Hyd, Com Or Qk)(Slurry) Ton 651.000 16 275 6001 Cement Ton 391.000 17 275 6002 Cement Treat (Exist Matl) (6") Sy 52,282.000 18 310 6009 Prime Coat (Mc-30) Gal 20,914.000 19 342 6002 Pfc (Asphalt) Pg76-22 Ton 1,771.000 20 342 6006 Pfc-C (Aggregate)(Pg76 Mix) Sac-A Ton 27,780.000 21 354 6021 Plane Asph Conc Pav(0" To 2") Sy 256,198.000 22 354 6045 Plane Asph Conc Pav (2") Sy 58,452.000 23 400 6005 Cem Stabil Bkfl Cy 772.000 24 400 6006 Cut & Restoring Pav Sy 71.000 25 401 6001 Flowable Backfill Cy 31.000 26 402 6001 Trench Excavation Protection Lf 104.000 27 403 6001 Temporary Spl Shoring Sf 2,266.000 28 416 6002 Drill Shaft (24 In) Lf 5,510.000 29 416 6005 Drill Shaft (42 In) Lf 17.000 30 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 40.000 31 420 6009 Cl A Conc (Collar) Ea 4.000 32 420 6013 Cl C Conc (Abut) Cy 101.800 33 420 6029 Cl C Conc (Cap) Cy 123.000 34 420 6037 Cl C Conc (Column) Cy 69.400 35 420 6076 Cl E Conc (Seal Slab) Cy 13.000 36 422 6001 Reinf Conc Slab Sf 33,970.000 37 422 6015 Approach Slab Cy 270.000 38 425 6011 Prestr Conc Slab Beam (4sb15) Lf 7,429.470 39 425 6012 Prestr Conc Slab Beam (5sb15) Lf 782.050 40 432 6001 Riprap (Conc)(4 In) Cy 124.000 41 432 6003 Riprap (Conc)(6 In) Cy 4.000 42 432 6026 Riprap (Stone Common)(Dry)(18 In) Cy 309.000 43 432 6033 Riprap (Stone Protection)(18 In) Cy 1,606.000 44 432 6048 Riprap (Cement Stabilized)(5 In) Cy 38.000 45 450 6054 Rail (Ty Sstr) (W/Drain Slots) Lf 838.000 46 454 6004 Armor Joint (Sealed) Lf 516.000 47 462 6004 Conc Box Culv (4 Ft X 3 Ft) Lf 128.000 48 462 6046 Conc Box Culv (3 Ft X 3 Ft)(Extend) Lf 20.000 49 462 6047 Conc Box Culv (4 Ft X 2 Ft)(Extend) Lf 25.000 50 462 6048 Conc Box Culv (4 Ft X 3 Ft)(Extend) Lf 38.000 51 462 6050 Conc Box Culv (5 Ft X 2 Ft)(Extend) Lf 25.000 52 462 6055 Conc Box Culv (6 Ft X 4 Ft)(Extend) Lf 96.000 53 462 6070 Conc Box Culv (9 Ft X 7 Ft)(Extend) Lf 42.000 54 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 4,416.000 55 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 908.000 56 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 198.000 57 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 106.000 58 465 6055 Inlet (Compl)(Psl)(Sl)(4ftx4ft) Ea 2.000 59 465 6558 Inl(Cmp)(Pazd-Cz)(Fg)(3ftx3ft-3ftx3ft) Ea 1.000 60 465 6560 Inl(Cmp)(Pazd-Cz)(Fg)(4ftx4ft-4ftx4ft) Ea 1.000 61 466 6095 Headwall (Ch - Pw - 0) (Dia= 18 In) Ea 1.000 62 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 3.000 63 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 1.000 64 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 2.000 65 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 In) Ea 1.000 66 466 6104 Headwall (Ch - Pw - 0) (Dia= 54 In) Ea 1.000 67 466 6106 Headwall (Ch - Pw - 0) (Dia= 66 In) Ea 2.000 68 466 6107 Headwall (Ch - Pw - 0) (Dia= 72 In) Ea 2.000 69 466 6130 Headwall (Ch - Pw - S) (Dia= 24 In) Ea 1.000 70 466 6185 Wingwall (Pw - 2) (Hw=10 Ft) Ea 1.000 71 466 6192 Wingwall (Pw - 2) (Hw=3 Ft) Ea 3.000 72 466 6193 Wingwall (Pw - 2) (Hw=4 Ft) Ea 6.000 73 466 6195 Wingwall (Pw - 2) (Hw=6 Ft) Ea 2.000 74 466 6196 Wingwall (Pw - 2) (Hw=7 Ft) Ea 1.000 75 466 6197 Wingwall (Pw - 2) (Hw=8 Ft) Ea 3.000 76 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (C) Ea 1.000 77 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 257.000 78 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (C) Ea 5.000 79 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 42.000 80 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (C) Ea 2.000 81 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (P) Ea 3.000 82 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (C) Ea 2.000 83 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (P) Ea 4.000 84 480 6001 Clean Exist Culverts Ea 7.000 85 496 6001 Remov Str (Box Culvert) Ea 1.000 86 496 6002 Remov Str (Inlet) Ea 1.000 87 496 6004 Remov Str (Set) Ea 3.000 88 496 6005 Remov Str (Wingwall) Ea 2.000 89 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 2.000 90 496 6016 Remov Str (Pipe) Ea 124.000 91 500 6001 Mobilization Ls 1.000 92 502 6001 Barricades, Signs And Traffic Handling Mo 40.000 93 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 7,720.000 94 506 6011 Rock Filter Dams (Remove) Lf 7,720.000 95 506 6020 Construction Exits (Install) (Ty 1) Sy 780.000 96 506 6024 Construction Exits (Remove) Sy 780.000 97 506 6034 Construction Perimeter Fence Lf 1,002.000 98 506 6038 Temp Sedmt Cont Fence (Install) Lf 20,835.000 99 506 6039 Temp Sedmt Cont Fence (Remove) Lf 20,835.000 100 512 6072 Ptb (Frn&Instl)(Sgl Slp)(Ty 1) Or (Stl) Lf 1,110.000 101 512 6074 Ptb (Move)(Sgl Slp)(Ty 1) Or (Stl) Lf 1,110.000 102 512 6076 Ptb (Remove)(Sgl Slp)(Ty 1) Or (Stl) Lf 1,110.000 103 529 6008 Conc Curb & Gutter (Ty Ii) Lf 83.000 104 530 6002 Intersections (Acp) Sy 3,113.000 105 530 6004 Driveways (Conc) Sy 1,231.000 106 530 6005 Driveways (Acp) Sy 15,111.000 107 533 6001 Rumble Strips (Shoulder) Lf 75,097.000 108 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 1,625.000 109 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 8.000 110 542 6001 Remove Metal Beam Guard Fence Lf 600.000 111 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 8.000 112 544 6001 Guardrail End Treatment (Install) Ea 14.000 113 544 6003 Guardrail End Treatment (Remove) Ea 8.000 114 545 6003 Crash Cush Atten (Move & Reset) Ea 4.000 115 545 6005 Crash Cush Atten (Remove) Ea 4.000 116 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 4.000 117 560 6004 Mailbox Install-S (Twg-Post) Ty 2 Ea 97.000 118 560 6005 Mailbox Install-D (Twg-Post) Ty 2 Ea 4.000 119 560 6006 Mailbox Install-M (Twg-Post) Ty 2 Ea 9.000 120 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 5.000 121 618 6046 Condt (Pvc) (Sch 80) (2") Lf 1,015.000 122 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 150.000 123 618 6053 Condt (Pvc) (Sch 80) (3") Lf 45.000 124 618 6070 Condt (Rm) (2") Lf 320.000 125 620 6007 Elec Condr (No.8) Bare Lf 1,485.000 126 620 6008 Elec Condr (No.8) Insulated Lf 3,370.000 127 620 6009 Elec Condr (No.6) Bare Lf 65.000 128 620 6010 Elec Condr (No.6) Insulated Lf 125.000 129 624 6002 Ground Box Ty A (122311)W/Apron Ea 4.000 130 624 6010 Ground Box Ty D (162922)W/Apron Ea 1.000 131 624 6028 Remove Ground Box Ea 2.000 132 628 6045 Elc Srv Ty A 240/480 060(Ns)Ss(E)Sp(O) Ea 1.000 133 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 1.000 134 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 17.000 135 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(U) Ea 1.000 136 644 6031 In Sm Rd Sn Sup&Am Tys80(1)Sa(T-2ext) Ea 2.000 137 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(U-Bm) Ea 4.000 138 644 6051 In Sm Rd Sn Sup&Am Tys80(2)Sa(P-Exal) Ea 1.000 139 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(P) Ea 52.000 140 644 6061 In Sm Rd Sn Sup&Am Tytwt(1)Ws(T) Ea 27.000 141 644 6075 Relocate Sm Rd Sn Sup&Am(Sign Only) Ea 5.000 142 644 6076 Remove Sm Rd Sn Sup&Am Ea 100.000 143 658 6014 Instl Del Assm (D-Sw)Sz (Brf)Ctb (Bi) Ea 20.000 144 658 6016 Instl Del Assm (D-Sw)Sz (Brf)Gf1 (Bi) Ea 44.000 145 658 6099 Instl Om Assm (Om-2z)(Wflx)Gnd Ea 69.000 146 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 153,851.000 147 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 76,926.000 148 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 41,554.000 149 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 41,554.000 150 666 6005 Refl Pav Mrk Ty I (W)4"(Dot)(090mil) Lf 235.000 151 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 1,155.000 152 666 6299 Re Pm W/Ret Req Ty I (W)4"(Brk)(090mil) Lf 23,080.000 153 666 6302 Re Pm W/Ret Req Ty I (W)4"(Sld)(090mil) Lf 91,430.000 154 666 6311 Re Pm W/Ret Req Ty I (Y)4"(Brk)(090mil) Lf 19,513.000 155 666 6314 Re Pm W/Ret Req Ty I (Y)4"(Sld)(090mil) Lf 102,029.000 156 668 6076 Prefab Pav Mrk Ty C (W) (24") (Sld) Lf 1,474.000 157 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 28.000 158 668 6083 Prefab Pav Mrk Ty C (W) (Lndp Arrow) Ea 2.000 159 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 6.000 160 668 6089 Prefab Pav Mrk Ty C (W) (Rr Xing) Ea 4.000 161 668 6108 Prefab Pav Mrk Ty C (Y) (24") (Sld) Lf 200.000 162 672 6007 Refl Pav Mrkr Ty I-C Ea 1,209.000 163 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 3,136.000 164 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 170,804.000 165 690 6038 Removal Of Control Cabinet(Grnd Mnt) Ea 1.000 166 3076 6001 D-Gr Hma Ty-B Pg64-22 Ton 34,503.000 167 3076 6003 D-Gr Hma Ty-B Pg64-22 (Exempt) Ton 268.000 168 3076 6004 D-Gr Hma Ty-B Pg64-22 (Level-Up) Ton 15,383.000 169 3076 6066 Tack Coat Gal 10,456.000 170 3077 6011 Sp Mixes Sp-C Pg64-22 Ton 26,997.000 171 3077 6032 Sp Mixes Sp-C Pg76-22 Ton 38,885.000 172 3077 6033 Sp Mixes Sp-C Sac-A Pg76-22 Ton 6,430.000 173 3084 6001 Bonding Course Gal 153,938.000 174 3085 6001 Underseal Course Gal 70,363.000 175 6000 6005 Remove Underground Conduit Lf 100.000 176 6001 6002 Portable Changeable Message Sign Ea 2.000 177 6064 6019 Its Pole (40 Ft)(90 Mph) Ea 1.000 178 6064 6072 Its Pole Mnt Cab (Ty 1)(Conf 1) Ea 1.000 179 6185 6002 Tma (Stationary) Day 176.000 180 6185 6005 Tma (Mobile Operation) Day 286.000 181 6227 6001 Solar Powered Led Warning Sign Ea 1.000 182 6304 6001 Its Rvsd (Data Collect Only) Sys Ea 1.000 183

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.