Widen Existing Mainlanes from 4 to 6 Lanes

100 6002 Preparing Row Sta 125.600 1 104 6002 Removing Conc (Pav) Cy 4,968.000 2 104 6009 Removing Conc (Riprap) Sy 6,269.000 3 104 6023 Removing Conc (Ctb) Lf 8,859.000 4 104 6034 Removing Conc (Coping) Lf 940.000 5 104 6044 Removing Conc (Flume) Sy 139.000 6 105 6026 Remove Stab Base & Asph Pav (13"-18") Sy 25,237.000 7 105 6037 Removing Stab Base And Asph Pav(0"-16") Sy 6,280.000 8 105 6094 Removing Stab Base & Asph Pav(12"-27") Sy 15,998.000 9 110 6001 Excavation (Roadway) Cy 63,987.000 10 1 132 6002 Embankment (Final)(Dens Cont)(Ty a) Cy 51,328.000 11 132 6004 Embankment (Final)(Dens Cont)(Ty b) Cy 67,938.000 12 160 6003 Furnishing And Placing Topsoil (4") Sy 92,247.000 13 162 6002 Block Sodding Sy 1,000.000 14 164 6022 Cell Fbr Mlch Seed(Perm)(Rural)(Sandy) Ac 19.060 15 164 6030 Cell Fbr Mlch Seed(Temp)(Warm) Ac 9.530 16 164 6032 Cell Fbr Mlch Seed(Temp)(Cool) Ac 9.530 17 168 6001 Vegetative Watering Mg 2,328.700 18 169 6002 Soil Retention Blankets (Cl 1) (Ty b) Sy 1,000.000 19 216 6001 Proof Rolling Hr 40.000 20 276 6169 Cem Trt(Plnt Mx) (Cl l)(Tya)(Gr1-2)(6") Sy 89,166.000 21 314 6020 Emuls Asph (Prime)(Ae-p) Gal 17,833.000 22 346 6002 Stone-Mtrx-Asph Sma-c Sac-a Pg76-22 Ton 1,444.000 23 354 6004 Plan & Text Asph Conc Pav(0" To 4") Sy 181.000 24 354 6021 Plane Asph Conc Pav(0" To 2") Sy 2,894.000 25 354 6029 Plane Asph Conc Pav(0" To 6") Sy 1,975.000 26 354 6093 Plane Asph Conc Pav (0" To 16") Sy 9,633.000 27 360 6006 Conc Pvmt (Cont Reinf - Crcp) (12") Sy 1,170.000 28 360 6009 Conc Pvmt (Cont Reinf - Crcp) (15") Sy 118,219.000 29 360 6020 Conc Pvmt (Jointed - Cpcd) (10") Sy 40.000 30 360 6027 Curb (Type Ii) Lf 184.000 31 400 6005 Cem Stabil Bkfl Cy 951.200 32 401 6001 Flowable Backfill Cy 18.000 33 402 6001 Trench Excavation Protection Lf 109.000 34 403 6001 Temporary Spl Shoring Sf 10,902.000 35 409 6002 Prestr Conc Pil (18 In Sq) Lf 3,600.000 36 409 6003 Prestr Conc Pil (20 In Sq) Lf 15,784.000 37 416 6006 Drill Shaft (48 In) Lf 46.000 38 416 6010 Drill Shaft (72 In) Lf 140.000 39 416 6015 Drill Shaft (Non - Reinforced) (12 In) Lf 28.000 40 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 84.000 41 416 6026 Drill Shaft (High Mast Pole) (60 In) Lf 930.000 42 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 516.000 43 416 6096 Drill Shaft (90 In) Lf 100.000 44 420 6013 Cl c Conc (Abut) Cy 114.600 45 420 6019 Cl c Conc (Abut)(Extend) Cy 56.800 46 420 6025 Cl c Conc (Bent) Cy 436.000 47 420 6033 Cl c Conc (Cap)(Extend) Cy 228.800 48 420 6066 Cl c Conc (Rail Foundation) Cy 38.000 49 420 6068 Cl c Conc (Sign Column) Cy 114.000 50 422 6001 Reinf Conc Slab Sf 68,048.000 51 422 6003 Reinf Conc Slab (Extend Slab) Sf 26,280.000 52 422 6015 Approach Slab Cy 237.000 53 422 6035 Approach Slab (Extend) Cy 184.000 54 423 6001 Retaining Wall (Mse) Sf 16,383.000 55 423 6003 Retaining Wall (Temp Wall) Sf 6,443.000 56 425 6035 Prestr Conc Girder (Tx28) Lf 11,947.500 57 429 6003 Conc Str Repair(Deck Rep(Part Depth)) Sf 50.000 58 432 6001 Riprap (Conc)(4 In) Cy 238.000 59 432 6002 Riprap (Conc)(5 In) Cy 159.000 60 432 6017 Riprap (Stone Ty r)(Dry)(18 In) Cy 1,017.000 61 432 6045 Riprap (Mow Strip)(4 In) Cy 175.000 62 442 6007 Str Steel (Misc Non - Bridge) Lb 960.000 63 450 6023 Rail (Ty Sstr) Lf 5,943.000 64 454 6003 Armor Joint Lf 390.000 65 454 6007 Header Type Expansion Joint Lf 804.000 66 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 1,550.000 67 460 6003 Cmp (Gal Stl 24 In) Lf 634.000 68 462 6004 Conc Box Culv (4 Ft x 3 Ft) Lf 112.000 69 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 614.000 70 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 170.000 71 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 48.000 72 465 6162 Inlet(Compl)(Pazd)(Fg)(5ftx5ft-4ftx4ft) Ea 4.000 73 465 6168 Inlet (Compl)(Ty a) Ea 1.000 74 465 6179 Inlet (Compl)(Ty Mse2) Ea 16.000 75 465 6269 Inlet (Compl)(Ty c) Ea 1.000 76 465 6276 Inlet (Compl)(Ty b) Ea 7.000 77 467 6144 Set (Ty i)(s= 4 Ft)(Hw= 4 Ft)(4:1) (c) Ea 2.000 78 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (c) Ea 16.000 79 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 2.000 80 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 1.000 81 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 4.000 82 474 6005 Slot Drain (Gal Stl) (18 In) Lf 940.000 83 474 6006 Slot Drain Outfall (Gal Stl) (18 In) Lf 183.000 84 476 6006 Jack Bor Or Tun Pipe(18 In)(Rc)(Cl Iii) Lf 1,122.000 85 476 6068 Jack Bor Tun Box Culv (4 Ft x 3 Ft) Lf 247.000 86 496 6002 Remov Str (Inlet) Ea 3.000 87 496 6004 Remov Str (Set) Ea 7.000 88 496 6007 Remov Str (Pipe) Lf 36.000 89 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 2.000 90 496 6011 Remov Str (Bridge 500 - 999 Ft Length) Ea 1.000 91 496 6067 Remov Str (Top Of Wall) Lf 940.000 92 500 6001 Mobilization Ls 1.000 93 502 6001 Barricades, Signs And Traffic Handling Mo 63.000 94 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 740.000 95 506 6011 Rock Filter Dams (Remove) Lf 740.000 96 506 6020 Construction Exits (Install) (Ty 1) Sy 2,400.000 97 506 6021 Construction Exits (Install) (Ty 2) Sy 28,500.000 98 506 6024 Construction Exits (Remove) Sy 30,900.000 99 506 6038 Temp Sedmt Cont Fence (Install) Lf 12,444.000 100 506 6039 Temp Sedmt Cont Fence (Remove) Lf 12,444.000 101 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 720.000 102 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 720.000 103 508 6001 Constructing Detours Sy 7,735.000 104 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 38,940.000 105 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 2,520.000 106 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 80.000 107 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 21,030.000 108 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 38,940.000 109 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 2,520.000 110 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 80.000 111 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 8,859.000 112 514 6003 Perm Ctb (Sgl Slope) (Ty 3) (42 ) Lf 100.000 113 528 6008 Colored Textured Conc (5") Sy 4,657.000 114 529 6038 Conc Curb (Ribbon) Lf 5,137.000 115 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 1,425.000 116 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 7.000 117 540 6016 Downstream Anchor Terminal Section Ea 4.000 118 540 6018 Mtl Bm Gd Fen Trans (Non - Sym) Ea 2.000 119 542 6001 Remove Metal Beam Guard Fence Lf 8,582.000 120 542 6002 Remove Terminal Anchor Section Ea 8.000 121 542 6003 Remove Downstream Anchor Terminal Ea 8.000 122 544 6001 Guardrail End Treatment (Install) Ea 12.000 123 544 6003 Guardrail End Treatment (Remove) Ea 11.000 124 545 6003 Crash Cush Atten (Move & Reset) Ea 10.000 125 545 6005 Crash Cush Atten (Remove) Ea 10.000 126 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 9.000 127 545 6010 Crash Cush Atten (Instl)(l)(w)(Tl3) Ea 1.000 128 610 6006 Remove Rd Il Asm (Bridge Mount) Ea 9.000 129 610 6009 Remove Rd Il Asm (Trans-Base) Ea 41.000 130 610 6010 Remove Rd Il Asm (u/p) Ea 8.000 131 610 6011 In Rd Il Am (u/p) (Ty 1) (150w) s Ea 8.000 132 610 6012 In Rd Il Am (u/p) (Ty 1) (250w) s Ea 14.000 133 610 6013 In Rd Il Am (u/p) (Ty 2) (150w) s Ea 4.000 134 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 2.000 135 610 6270 In Rd Il (Ty Sa) 50b-8 (400w Eq) Led Ea 2.000 136 610 6286 In Rd Il (Ty Sa) 50t-8 (400w Eq) Led Ea 30.000 137 610 6287 In Rd Il (Ty Sa) 50t-8-8 (400w Eq) Led Ea 2.000 138 610 6290 In Rd Il (Ty Sa) 50t-12 (400w Eq) Led Ea 6.000 139 613 6006 Hi Mst Il Pole (150 Ft)(100 Mph) Ea 20.000 140 618 6023 Condt (Pvc) (Sch 40) (2") Lf 21,660.000 141 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 455.000 142 618 6025 Condt (Pvc) (Sch 40) (2") (Conc Encse) Lf 1,165.000 143 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 1,315.000 144 618 6064 Condt (Rm) (1") Lf 705.000 145 620 6002 Elec Condr (No.14) Insulated Lf 22,325.000 146 620 6003 Elec Condr (No.12) Bare Lf 6,645.000 147 620 6004 Elec Condr (No.12) Insulated Lf 32,210.000 148 620 6005 Elec Condr (No.10) Bare Lf 15,295.000 149 620 6006 Elec Condr (No.10) Insulated Lf 32,870.000 150 620 6007 Elec Condr (No.8) Bare Lf 3,080.000 151 620 6008 Elec Condr (No.8) Insulated Lf 6,110.000 152 624 6008 Ground Box Ty c (162911)w/Apron Ea 88.000 153 624 6028 Remove Ground Box Ea 26.000 154 628 6002 Remove Electrical Services Ea 1.000 155 628 6045 Elc Srv Ty a 240/480 060(Ns)Ss(e)Sp(o) Ea 12.000 156 628 6152 Elc Srv Ty d 120/240 060(Ns)Ss(n)Sp(o) Ea 2.000 157 628 6329 Elc Srv Ty c 240/480 200(Ss)Ss(e)Sf(o) Ea 2.000 158 636 6001 Aluminum Signs (Ty a) Sf 61.500 159 636 6002 Aluminum Signs (Ty g) Sf 655.000 160 636 6003 Aluminum Signs (Ty o) Sf 470.000 161 636 6009 Replace Existing Aluminum Signs(Ty o) Sf 482.000 162 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 30.000 163 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 32.000 164 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 2.000 165 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 8.000 166 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 3.000 167 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 2.000 168 644 6076 Remove Sm Rd Sn Sup&Am Ea 54.000 169 644 6077 Remove Brdg Mnt Clearance Sign Assm Ea 2.000 170 647 6001 Install Lrss (Struct Steel) Lb 4,340.200 171 647 6002 Relocate Lrsa Ea 1.000 172 647 6003 Remove Lrsa Ea 5.000 173 650 6048 Ins Oh Sn Sup(40 Ft Cant)(Span Only) Ea 2.000 174 658 6001 Instl Del Assm (d-Sw)Sz 1(Flx)Gnd Ea 108.000 175 658 6018 Instl Del Assm (d-Sy)Sz 1(Flx)Gnd Ea 24.000 176 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 27.000 177 658 6027 Instl Del Assm (d-Sy)Sz (Brf)Ctb (Bi) Ea 48.000 178 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 16.000 179 658 6054 Instl Om Assm (Om-3r)(Flx)Srf Ea 10.000 180 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 67.000 181 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 5,608.000 182 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 28,710.000 183 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 2,287.000 184 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 30,792.000 185 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 10,335.000 186 662 6061 Wk Zn Pav Mrk Remov (w)4"(Dot) Lf 231.000 187 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 50,146.000 188 662 6071 Wk Zn Pav Mrk Remov (w)8"(Sld) Lf 7,807.000 189 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 57,435.000 190 666 6018 Refl Pav Mrk Ty i (w)6"(Dot)(100mil) Lf 442.000 191 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 5,217.000 192 666 6039 Refl Pav Mrk Ty i (w)12"(Lndp)(100mil) Lf 1,571.000 193 666 6042 Refl Pav Mrk Ty i (w)12"(Sld)(100mil) Lf 3,381.000 194 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 14.000 195 666 6075 Refl Pav Mrk Ty i (w)(Number)(100mil) Ea 7.000 196 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 8.000 197 666 6224 Pavement Sealer 4" Lf 17,762.000 198 666 6225 Pavement Sealer 6" Lf 115,866.000 199 666 6226 Pavement Sealer 8" Lf 5,217.000 200 666 6228 Pavement Sealer 12" Lf 4,952.000 201 666 6231 Pavement Sealer (Arrow) Ea 14.000 202 666 6232 Pavement Sealer (Word) Ea 8.000 203 666 6248 Pavement Sealer (Number) Ea 7.000 204 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 10,221.000 205 666 6309 Re Pm w/Ret Req Ty i (w)6"(Sld)(100mil) Lf 44,259.000 206 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 7,541.000 207 666 6321 Re Pm w/Ret Req Ty i (y)6"(Sld)(100mil) Lf 47,457.000 208 668 6010 Prefab Pav Mrk Ty b (w)(6")(Brk)Cntst Lf 23,708.000 209 672 6008 Refl Pav Mrkr Ty i-r Ea 42.000 210 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 1,940.000 211 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 69,677.000 212 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 3,522.000 213 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 2,116.000 214 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 4.000 215 677 6011 Elim Ext Pav Mrk & Mrks (Number) Ea 3.000 216 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 4.000 217 678 6001 Pav Surf Prep For Mrk (4") Lf 17,762.000 218 678 6002 Pav Surf Prep For Mrk (6") Lf 115,866.000 219 678 6004 Pav Surf Prep For Mrk (8") Lf 5,217.000 220 678 6006 Pav Surf Prep For Mrk (12") Lf 4,952.000 221 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 14.000 222 678 6015 Pav Surf Prep For Mrk (Number) Ea 7.000 223 678 6016 Pav Surf Prep For Mrk (Word) Ea 8.000 224 690 6001 Removal Of Conduit Lf 1,000.000 225 740 6005 Anti - Graffiti Coatng(Permnent-Ty Iii) Sf 19,269.000 226 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 1,514.000 227 3076 6018 d-Gr Hma Ty-c Pg64-22 (Level-Up) Ton 7,765.000 228 3076 6035 d-Gr Hma Ty-d Pg64-22 Ton 4,816.000 229 3076 6043 d-Gr Hma Ty-d Pg70-22 (Level-Up) Ton 337.000 230 6001 6001 Portable Changeable Message Sign Day 2,498.000 231 6010 6002 Cctv Field Equipment (Digital) Ea 2.000 232 6010 6004 Cctv Mount (Pole) Ea 2.000 233 6016 6010 Its Multi-Duct Cnd (Pvc-80) Lf 21,960.000 234 6016 6011 Its Multi-Duct Cnd (Pvc-80)(Bore) Lf 610.000 235 6016 6013 Its Multi-Duct Cnd (Rmc) Lf 4,000.000 236 6027 6003 Conduit (Prepare) Lf 690.000 237 6027 6008 Ground Box (Prepare) Ea 6.000 238 6062 6010 Its Radio (Sngl)(2.4 Ghz)-i-u Ea 3.000 239 6064 6057 Its Pole (60 Ft)(130 Mph) Ea 2.000 240 6064 6080 Its Pole Mnt Cab (Ty 2)(Conf 1) Ea 2.000 241 6156 6003 Led Hi Mst Il Asm (6 Fixt) (Asym)(Ty b) Ea 20.000 242 6185 6002 Tma (Stationary) Day 330.000 243 6185 6005 Tma (Mobile Operation) Day 168.000 244 6186 6004 Its Gnd Box(Pcast) Ty 1 (243648)w/Aprn Ea 23.000 245 6186 6012 Its Gnd Box(Pcast) Ty 2 (366060)w/Aprn Ea 6.000 246 6302 6004 Temp q-Detect (Ty2) (2 Sys) Day 1,916.000 247 6302 6006 Temp q-Detect Sys (Relocate) Ea 2.000 248 7236 6001 Stormwater Treatment Unit (5 Cfs) Ea 8.000 249 1a 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 51,328.000 250 1a 260 6006 Lime Trt (Exst Matl) (6") Sy 76,992.000 251 1a 260 6016 Lime (Hyd, Com, Or Qk(Slurry)) Ton 766.000 252

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.