Widen from 4 to 6 Lanes Divided

100 6002 Preparing Row Sta 426.000 1 104 6001 Removing Conc (Pav) Sy 8,674.000 2 104 6009 Removing Conc (Riprap) Sy 19,232.000 3 104 6011 Removing Conc (Medians) Sy 49.000 4 104 6021 Removing Conc (Curb) Lf 9,489.000 5 104 6022 Removing Conc (Curb And Gutter) Lf 204.000 6 104 6023 Removing Conc (Ctb) Lf 13,591.000 7 104 6024 Removing Conc (Retaining Walls) Sy 2,654.000 8 104 6034 Removing Conc (Coping) Lf 4,043.000 9 104 6037 Remove Conc (Rail) Lf 14,145.000 10 104 6044 Removing Conc (Flume) Sy 9.000 11 105 6037 Removing Stab Base And Asph Pav(0"-16") Sy 19,288.000 12 105 6094 Removing Stab Base & Asph Pav(12"-27") Sy 71,097.000 13 105 6096 Remov Stab Base And Asph Pav (0"-12") Sy 2,178.000 14 110 6001 Excavation (Roadway) Cy 25,893.000 15 132 6002 Embankment (Final)(Dens Cont)(Ty a) Cy 94,619.000 16 247 6388 Fl Bs (Cmp In Plc)(Ty a Gr 5)(6") Sy 2,190.000 17 275 6001 Cement Ton 1,446.000 18 275 6010 Cement Treat (Subgrade) (8") Sy 215,205.000 19 310 6005 Prime Coat (Ae-p) Gal 32,475.000 20 360 6006 Conc Pvmt (Cont Reinf - Crcp) (12") Sy 197,023.000 21 400 6005 Cem Stabil Bkfl Cy 7,576.270 22 402 6001 Trench Excavation Protection Lf 16,015.000 23 403 6001 Temporary Spl Shoring Sf 61,448.000 24 405 6003 Foundaton Loadtest(d4945)(Drilld Shaft) Ea 8.000 25 410 6001 Soil Nail Anchors Lf 2,748.000 26 416 6001 Drill Shaft (18 In) Lf 205.000 27 416 6002 Drill Shaft (24 In) Lf 210.000 28 416 6004 Drill Shaft (36 In) Lf 6,165.000 29 416 6005 Drill Shaft (42 In) Lf 3,262.000 30 416 6006 Drill Shaft (48 In) Lf 835.000 31 416 6007 Drill Shaft (54 In) Lf 490.000 32 416 6009 Drill Shaft (66 In) Lf 1,043.000 33 416 6012 Drill Shaft (84 In) Lf 792.000 34 416 6015 Drill Shaft (Non - Reinforced) (12 In) Lf 16.000 35 416 6022 Drill Shaft (Sign Mts) (48 In) Lf 474.670 36 416 6026 Drill Shaft (High Mast Pole) (60 In) Lf 1,438.000 37 416 6068 Drill Shaft (Sign Mts) (60 In) Lf 173.090 38 420 6007 Cl a Conc (Flume) Cy 459.000 39 420 6014 Cl c Conc (Abut)(Hpc) Cy 131.100 40 420 6020 Cl c Conc (Abut)(Hpc)(Extend) Cy 418.100 41 420 6030 Cl c Conc (Cap)(Hpc) Cy 1,161.700 42 420 6038 Cl c Conc (Column)(Hpc) Cy 793.100 43 420 6044 Cl c Conc (Footing)(Hpc) Cy 52.400 44 420 6050 Cl c Conc (Crashwall)(Hpc) Cy 189.000 45 420 6064 Cl c Conc (Coping) Cy 333.000 46 420 6066 Cl c Conc (Rail Foundation) Cy 1,521.000 47 420 6135 Cl c Conc (Rail Foundation)(Hpc) Cy 43.000 48 422 6002 Reinf Conc Slab (Hpc) Sf 107,621.000 49 422 6004 Reinf Conc Slab (Extend Slab)(Hpc) Sf 91,841.000 50 422 6016 Approach Slab (Hpc) Cy 188.600 51 422 6034 Approach Slab (Extend) (Hpc) Cy 1,011.000 52 423 6001 Retaining Wall (Mse) Sf 74,770.760 53 423 6004 Retaining Wall (Conc Block) Sf 40,968.000 54 423 6022 Retaining Wall (Soil Nail)(Facia) Sf 4,585.000 55 425 6028 Prestr Conc u - Beam (u54) Lf 4,688.380 56 425 6035 Prestr Conc Girder (Tx28) Lf 2,634.150 57 425 6038 Prestr Conc Girder (Tx46) Lf 2,292.870 58 425 6039 Prestr Conc Girder (Tx54) Lf 14,374.380 59 427 6002 Concrete Paint Finish Sf 25,982.000 60 432 6001 Riprap (Conc)(4 In) Cy 2,381.990 61 432 6002 Riprap (Conc)(5 In) Cy 1.000 62 432 6045 Riprap (Mow Strip)(4 In) Cy 5.000 63 432 6053 Riprap (Conc) (Channel) (4in) Cy 27.000 64 442 6007 Str Steel (Misc Non - Bridge) Lb 350.000 65 450 6014 Rail (Ty t551) Lf 60,816.000 66 450 6015 Rail (Ty t551)(Hpc) Lf 9,795.300 67 450 6016 Rail (Ty t552) Lf 2,023.000 68 450 6030 Rail (Ty c221) Lf 4,180.000 69 450 6031 Rail (Ty c221)(Hpc) Lf 2,137.200 70 450 6090 Rail (Ty t551)(Mod) Lf 201.000 71 450 6103 Rail (Ty Pr11) Lf 468.000 72 454 6001 Sealed Expansion Joint (4 In) (Sej - a) Lf 245.000 73 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 1,160.000 74 462 6010 Conc Box Culv (6 Ft x 3 Ft) Lf 1,747.000 75 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 252.000 76 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 11,545.000 77 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 669.000 78 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 244.000 79 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 1,225.000 80 464 6026 Rc Pipe (Cl v)(24 In) Lf 577.000 81 464 6059 Rc Pipe (Cl v)(30 In) Lf 14.000 82 464 6080 Rc Pipe (Arch)(Cl v)(Des 3) Lf 383.000 83 465 6002 Manh (Compl)(Prm)(48in) Ea 10.000 84 465 6003 Manh (Compl)(Prm)(60in) Ea 15.000 85 465 6004 Manh (Compl)(Prm)(72in) Ea 3.000 86 465 6005 Jctbox(Compl)(Pjb)(3ftx3ft) Ea 10.000 87 465 6006 Jctbox(Compl)(Pjb)(4ftx4ft) Ea 1.000 88 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 1.000 89 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 1.000 90 465 6017 Inlet (Compl)(Pco)(4ft)(None) Ea 2.000 91 465 6018 Inlet (Compl)(Pco)(4ft)(Left) Ea 6.000 92 465 6027 Inlet (Compl)(Pco)(6ft)(Right) Ea 1.000 93 465 6028 Inlet (Compl)(Pco)(6ft)(Both) Ea 3.000 94 465 6045 Inlet (Compl)(Pmbd)(4ft) Ea 16.000 95 465 6046 Inlet (Compl)(Pmbd)(5ft) Ea 1.000 96 465 6052 Inlet (Compl)(Pod)(Sfg)(4ftx4ft) Ea 3.000 97 465 6053 Inlet (Compl)(Pod)(Sfg)(3ftx5ft) Ea 2.000 98 465 6070 Inlet (Compl)(Psl)(Rc)(3ftx3ft) Ea 11.000 99 465 6071 Inlet (Compl)(Psl)(Rc)(4ftx4ft) Ea 5.000 100 465 6075 Inlet (Compl)(Psl)(Rc)(5ftx6ft) Ea 2.000 101 465 6077 Inlet (Compl)(Psl)(Rc)(8ftx8ft) Ea 6.000 102 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 2.000 103 465 6130 Inlet (Compl)(Psl)(Fg)(3ftx5ft-3ftx5ft) Ea 10.000 104 465 6146 Inlet(Compl)(Psl)(Sfg)(3ftx3ft-3ftx3ft) Ea 3.000 105 465 6147 Inlet(Compl)(Psl)(Sfg)(4ftx4ft-4ftx4ft) Ea 48.000 106 465 6148 Inlet(Compl)(Psl)(Sfg)(3ftx5ft-3ftx5ft) Ea 3.000 107 467 6418 Set (Ty Ii) (30 In) (Rcp) (3: 1) (p) Ea 1.000 108 471 6007 Grate And Frame (Bridge Drain) Ea 2.000 109 476 6015 Jack Bor Or Tun Pipe(24 In)(Rc)(Cl v) Lf 48.000 110 479 6003 Adjusting Manholes & Inlets Ea 3.000 111 481 6013 Pipe (Pvc) (Sch 40) (6 In) Lf 110.000 112 496 6002 Remov Str (Inlet) Ea 23.000 113 496 6003 Remov Str (Manhole) Ea 6.000 114 496 6006 Remov Str (Headwall) Ea 1.000 115 496 6007 Remov Str (Pipe) Lf 1,384.000 116 496 6023 Remove Str (Junction Box) Ea 17.000 117 496 6035 Remov Str (Drill Shaft) Ea 2.000 118 500 6001 Mobilization Ls 1.000 119 502 6001 Barricades, Signs And Traffic Handling Mo 40.000 120 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 20.000 121 506 6011 Rock Filter Dams (Remove) Lf 20.000 122 506 6020 Construction Exits (Install) (Ty 1) Sy 400.000 123 506 6024 Construction Exits (Remove) Sy 400.000 124 506 6038 Temp Sedmt Cont Fence (Install) Lf 20,022.000 125 506 6039 Temp Sedmt Cont Fence (Remove) Lf 20,022.000 126 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 1,192.000 127 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 288.000 128 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 4,178.000 129 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 5,658.000 130 508 6001 Constructing Detours Sy 5,506.000 131 512 6017 Port Ctb (Des Source)(f-Shape)(Ty 1) Lf 28,230.000 132 512 6021 Port Ctb (Des Source)(Low Prof)(Ty 1) Lf 5,320.000 133 512 6022 Port Ctb (Des Source)(Low Prof)(Ty 2) Lf 520.000 134 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 104,687.000 135 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 10,380.000 136 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 320.000 137 512 6041 Port Ctb (Stkpl)(f-Shape)(Ty 1) Lf 25,830.000 138 512 6045 Port Ctb (Stkpl)(Low Prof)(Ty 1) Lf 7,640.000 139 512 6046 Port Ctb (Stkpl)(Low Prof)(Ty 2) Lf 620.000 140 514 6013 Perm Ctb (f-Shape) (Ty 1) Lf 7,299.000 141 514 6015 Perm Ctb (f-Shape) (Ty 3) Lf 507.000 142 529 6005 Conc Curb (Mono) (Ty Ii) Lf 5,652.000 143 529 6008 Conc Curb & Gutter (Ty Ii) Lf 1,006.000 144 530 6025 Driveways (Conc) (Fast Track) Sy 1,284.000 145 531 6002 Conc Sidewalks (5") Sy 4,197.000 146 531 6004 Curb Ramps (Ty 1) Ea 1.000 147 531 6005 Curb Ramps (Ty 2) Ea 6.000 148 531 6006 Curb Ramps (Ty 3) Ea 2.000 149 536 6002 Conc Median Sy 211.000 150 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 150.000 151 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 1,405.000 152 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 5.000 153 540 6016 Downstream Anchor Terminal Section Ea 6.000 154 540 6022 Mtl Thrie-Beam Gd Fen (Steel Post) Ea 6.000 155 542 6001 Remove Metal Beam Guard Fence Lf 6,928.000 156 542 6002 Remove Terminal Anchor Section Ea 29.000 157 542 6003 Remove Downstream Anchor Terminal Ea 3.000 158 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 2.000 159 544 6001 Guardrail End Treatment (Install) Ea 13.000 160 544 6003 Guardrail End Treatment (Remove) Ea 26.000 161 545 6003 Crash Cush Atten (Move & Reset) Ea 59.000 162 545 6004 Crash Cush Atten (Stkpl) Ea 29.000 163 545 6005 Crash Cush Atten (Remove) Ea 1.000 164 545 6013 Crash Cush Atten (Instl)(r)(n)(Tl3) Ea 5.000 165 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 27.000 166 556 6006 Pipe Underdrains (Ty 6) (6") Lf 8,846.000 167 556 6012 Pipe Underdrains (Ty 9)(4") Lf 2,950.000 168 610 6006 Remove Rd Il Asm (Bridge Mount) Ea 12.000 169 610 6009 Remove Rd Il Asm (Trans-Base) Ea 155.000 170 610 6010 Remove Rd Il Asm (u/p) Ea 64.000 171 610 6101 Replace Luminaire w/Led (150w Eq) Ea 2.000 172 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 3.000 173 610 6106 In Rd Il (u/p) (Ty 2) (150w Eq) Led Ea 69.000 174 613 6003 Hi Mst Il Pole (125 Ft)( 80 Mph) Ea 1.000 175 613 6005 Hi Mst Il Pole (150 Ft)( 80 Mph) Ea 44.000 176 618 6023 Condt (Pvc) (Sch 40) (2") Lf 29,670.000 177 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 7,080.000 178 618 6029 Condt (Pvc) (Sch 40) (3") Lf 350.000 179 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 1,925.000 180 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 430.000 181 618 6062 Condt (Rm) (3/4") Lf 4,240.000 182 618 6070 Condt (Rm) (2") Lf 45.000 183 620 6002 Elec Condr (No.14) Insulated Lf 5,018.000 184 620 6004 Elec Condr (No.12) Insulated Lf 13,605.000 185 620 6008 Elec Condr (No.8) Insulated Lf 87,720.000 186 620 6010 Elec Condr (No.6) Insulated Lf 47,335.000 187 620 6012 Elec Condr (No.4) Insulated Lf 2,385.000 188 620 6016 Elec Condr (No.2) Insulated Lf 6,345.000 189 624 6002 Ground Box Ty a (122311)w/Apron Ea 201.000 190 624 6014 Ground Box Ty 1 (122422)w/Apron Ea 18.000 191 624 6021 Ground Box Ty 2 (243636)w/Apron Ea 2.000 192 624 6028 Remove Ground Box Ea 32.000 193 628 6002 Remove Electrical Services Ea 7.000 194 628 6041 Elc Srv Ty a 240/480 060(Ns)Ss(e)Gc(o) Ea 8.000 195 628 6073 Elc Srv Ty a 240/480 100(Ns)Ss(e)Gc(o) Ea 3.000 196 628 6128 Elc Srv Ty d 120/240 060(Ns)Gs(n)Gc(o) Ea 2.000 197 628 6225 Elc Srv Ty d 120/240 100(Ns)Gs(n)Gc(o) Ea 1.000 198 628 6259 Elc Srv Ty d 120/240 125(Ns)Gs(n)Gc(o) Ea 1.000 199 628 6348 Elc Srv Ty d 120/240 125(Ns)Gs(n)Gc(u) Ea 1.000 200 636 6001 Aluminum Signs (Ty a) Sf 123.000 201 636 6002 Aluminum Signs (Ty g) Sf 82.500 202 636 6003 Aluminum Signs (Ty o) Sf 5,935.000 203 636 6007 Replace Existing Aluminum Signs(Ty a) Sf 9.000 204 636 6009 Replace Existing Aluminum Signs(Ty o) Sf 1,361.250 205 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 15.000 206 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 11.000 207 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 1.000 208 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 4.000 209 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 5.000 210 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 6.000 211 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty s) Ea 7.000 212 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 1.000 213 644 6070 Relocate Sm Rd Sn Sup&Am Ty s80 Ea 1.000 214 644 6074 Relocate Sm Rd Sn Sup&Am(Rail Mount) Ea 1.000 215 644 6075 Relocate Sm Rd Sn Sup&Am(Sign Only) Ea 2.000 216 644 6076 Remove Sm Rd Sn Sup&Am Ea 25.000 217 644 6077 Remove Brdg Mnt Clearance Sign Assm Ea 2.000 218 644 6078 Remove Sm Rd Sn Sup&Am (Sign Only) Ea 1.000 219 647 6001 Install Lrss (Struct Steel) Lb 632.800 220 647 6003 Remove Lrsa Ea 3.000 221 647 6004 Relocate Lrss (Sign Only) Ea 2.000 222 650 6028 Ins Oh Sn Sup(30 Ft Bal Tee) Ea 4.000 223 650 6040 Ins Oh Sn Sup(35 Ft Cant)(Circ Tube) Ea 1.000 224 650 6047 Ins Oh Sn Sup(40 Ft Cant)(Circ Tube) Ea 3.000 225 650 6090 Ins Oh Sn Sup(80 Ft Brdg)(Circ Tube) Ea 2.000 226 650 6105 Ins Oh Sn Sup(95 Ft Brdg)(Circ Tube) Ea 1.000 227 650 6155 Ins Oh Sn Sup(145 Ft Brdg (Circ Tube) Ea 1.000 228 650 6165 Ins Oh Sn Sup(155 Ft Brdg)(Circ Tube) Ea 1.000 229 650 6204 Remove Overhd Sign Sup Ea 9.000 230 650 6205 Remove Overhd Sign Sup (Sign Only) Ea 2.000 231 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 130.000 232 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 116.000 233 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 21.000 234 658 6064 Instl Del Assm (d-Sy)Sz 1(Brf)Gf2 Ea 3.000 235 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 3,580.000 236 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 34,000.000 237 662 6010 Wk Zn Pav Mrk Non-Remov (w)8"(Dot) Lf 385.000 238 662 6017 Wk Zn Pav Mrk Non-Remov (w)(Arrow) Ea 22.000 239 662 6029 Wk Zn Pav Mrk Non-Remov(w)(Word) Ea 13.000 240 662 6031 Wk Zn Pav Mrk Non-Remov(w)36"(Yld Tri) Ea 6.000 241 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 29,985.000 242 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 27,550.000 243 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 147,919.000 244 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 121,350.000 245 666 6006 Refl Pav Mrk Ty i (w)4"(Dot)(100mil) Lf 120.000 246 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 2,208.000 247 666 6039 Refl Pav Mrk Ty i (w)12"(Lndp)(100mil) Lf 3,189.000 248 666 6042 Refl Pav Mrk Ty i (w)12"(Sld)(100mil) Lf 4,517.000 249 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 50.000 250 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 7.000 251 666 6057 Refl Pav Mrk Ty i(w)(Dbl Arrow)(100mil) Ea 2.000 252 666 6063 Refl Pav Mrk Ty i(w)(Uturn Arw)(100mil) Ea 2.000 253 666 6072 Refl Pav Mrk Ty i(w)(Lndp Arw)(100mil) Ea 10.000 254 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 14.000 255 666 6081 Refl Pav Mrk Ty i(w)(Entr Gore)(100mil) Ea 14.000 256 666 6084 Refl Pav Mrk Ty i(w)(Exit Gore)(100mil) Ea 15.000 257 666 6102 Ref Pav Mrk Ty i(w)36"(Yld Tri)(100mil) Ea 8.000 258 666 6105 Refl Pav Mrk Ty i (w)(Bike Arw)(100mil) Ea 2.000 259 666 6111 Refl Pav Mrk Ty i(w)(Bike Syml)(100mil) Ea 2.000 260 666 6117 Refl Pav Mrk Ty i (w)(Bike Dot)(100mil) Ea 64.000 261 666 6162 Re Pv Mrk Ty i(Black)6"(Shadow)(100mil) Lf 36,280.000 262 666 6168 Refl Pav Mrk Ty Ii (w) 4" (Dot) Lf 120.000 263 666 6170 Refl Pav Mrk Ty Ii (w) 4" (Sld) Lf 56,154.000 264 666 6171 Refl Pav Mrk Ty Ii (w) 6" (Brk) Lf 41,900.000 265 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 2,208.000 266 666 6179 Refl Pav Mrk Ty Ii (w) 12" (Lndp) Lf 3,189.000 267 666 6180 Refl Pav Mrk Ty Ii (w) 12" (Sld) Lf 4,517.000 268 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 50.000 269 666 6184 Refl Pav Mrk Ty Ii (w) (Arrow) Ea 15.000 270 666 6185 Refl Pav Mrk Ty Ii (w) (Dbl Arrow) Ea 2.000 271 666 6187 Refl Pav Mrk Ty Ii (w) (Uturn Arrow) Ea 2.000 272 666 6190 Refl Pav Mrk Ty Ii (w) (Lndp Arw) Ea 2.000 273 666 6192 Refl Pav Mrk Ty Ii (w) (Word) Ea 14.000 274 666 6193 Refl Pav Mrk Ty Ii (w) (Entr Gore) Ea 14.000 275 666 6194 Refl Pav Mrk Ty Ii (w) (Exit Gore) Ea 15.000 276 666 6199 Refl Pav Mrk Ty Ii (w) 36" (Yld Tri) Ea 8.000 277 666 6200 Refl Pav Mrk Ty Ii (w) (Bike Arrow) Ea 2.000 278 666 6202 Refl Pav Mrk Ty Ii (w) (Bike Symbol) Ea 2.000 279 666 6204 Refl Pav Mrk Ty Ii (w) (Bike Dot) Ea 64.000 280 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 81,504.000 281 666 6219 Refl Pav Mrk Ty Ii (Black) 6"(Shadow) Lf 36,280.000 282 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 794.000 283 666 6306 Re Pm w/Ret Req Ty i (w)6"(Brk)(100mil) Lf 41,900.000 284 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 1,335.000 285 666 6342 Ref Prof Pav Mrk Ty i(w)4"(Sld)(100mil) Lf 55,360.000 286 666 6345 Ref Prof Pav Mrk Ty i(y)4"(Sld)(100mil) Lf 81,006.000 287 672 6008 Refl Pav Mrkr Ty i-r Ea 56.000 288 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 3,004.000 289 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 108,294.000 290 677 6002 Elim Ext Pav Mrk & Mrks (6") Lf 20,945.000 291 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 1,445.000 292 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 148.000 293 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 100.000 294 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 4.000 295 677 6009 Elim Ext Pav Mrk & Mrks (Dbl Arrow) Ea 2.000 296 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 3.000 297 677 6013 Elim Ext Pav Mrk & Mrks (Entr Gore) Ea 10.000 298 677 6014 Elim Ext Pav Mrk & Mrks (Exit Gore) Ea 10.000 299 677 6036 Elim Ext Pav Mrk & Mrks (Uturn Arrow) Ea 2.000 300 678 6001 Pav Surf Prep For Mrk (4") Lf 136,197.000 301 678 6002 Pav Surf Prep For Mrk (6") Lf 78,180.000 302 678 6004 Pav Surf Prep For Mrk (8") Lf 1,863.000 303 678 6006 Pav Surf Prep For Mrk (12") Lf 7,412.000 304 678 6008 Pav Surf Prep For Mrk (24") Lf 50.000 305 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 16.000 306 678 6010 Pav Surf Prep For Mrk (Dbl Arrow) Ea 2.000 307 678 6012 Pav Surf Prep For Mrk (Uturn Arr) Ea 2.000 308 678 6016 Pav Surf Prep For Mrk (Word) Ea 13.000 309 678 6017 Pav Surf Prep For Mrk (Entr Gore) Ea 12.000 310 678 6018 Pav Surf Prep For Mrk (Exit Gore) Ea 15.000 311 678 6023 Pav Surf Prep For Mrk (36")(Yld Tri) Ea 8.000 312 678 6028 Pav Surf Prep For Mrk (Bike Symbol) Ea 1.000 313 678 6029 Pav Surf Prep For Mrk (Bike Word) Ea 1.000 314 678 6030 Pav Surf Prep For Mrk (Bike Dot) Ea 32.000 315 1005 6002 Loose Aggr For Groundcover (Type Ii) Cy 3,322.000 316 2003 6001 Rmv, Stckpl, Clean, Relay Loose Aggrgt Sta 58.000 317 3076 6035 d-Gr Hma Ty-d Pg64-22 Ton 46,347.000 318 3076 6066 Tack Coat Gal 31,437.000 319 3077 6001 Sp Mixes Sp-b Pg64-22 Ton 3,474.000 320 3077 6022 Sp Mixes Sp-c Sac-a Pg70-22 Ton 645.000 321 3077 6075 Tack Coat Gal 2,813.000 322 4021 6001 Tip Testing(Drill Shaft) Ea 16.000 323 5026 6002 Asbestos Abatement (Other) Lf 858.000 324 6001 6002 Portable Changeable Message Sign Ea 4.000 325 6003 6001 Its System Support Equipment Ls 1.000 326 6007 6020 Fiber Optic Pigtail (12 Fiber) Lf 10,637.000 327 6007 6021 Fiber Optic Splice Enclosure Ea 6.000 328 6007 6023 Fiber Optic Patch Panel (12 Position) Ea 20.000 329 6007 6026 Fiber Optic Cable Road Marker Ea 21.000 330 6007 6027 Fiber Optic Patch Panel (144 Position) Ea 4.000 331 6007 6094 Fiber Optic Fusion Splice Ea 150.000 332 6007 6102 Relocate Fiber Optic Cable Lf 125.000 333 6007 6103 Remove Fiber Optic Cable Lf 2,822.000 334 6007 6104 Fo Cbl (24 Smf)(Pigtail) Lf 1,050.000 335 6008 6046 Its Grnd Mnt Cab (Ty 6) (Conf 2) (Rem) Ea 1.000 336 6008 6047 Relocate Existing Communication Cabinet Ea 1.000 337 6010 6011 Cctv Field Equip (Digital) (Instl Only) Ea 7.000 338 6010 6013 Remove Cctv Field Equipment Ea 2.000 339 6027 6003 Conduit (Prepare) Lf 3,693.000 340 6027 6008 Ground Box (Prepare) Ea 36.000 341 6028 6001 Install Dms (Pole Mtd Cabinet) Ea 4.000 342 6064 6046 Its Pole (55 Ft)(90 Mph) Ea 3.000 343 6064 6084 Its Pole Mnt Cab (Ty 2)(Conf 2) Ea 4.000 344 6134 6001 Remove Dynamic Message Sign System Ea 3.000 345 6137 6004 Installation Of Fes Ea 17.000 346 6143 6002 Remove Rvsd Pole Structure Ea 10.000 347 6156 6003 Led Hi Mst Il Asm (6 Fixt) (Asym)(Ty b) Ea 44.000 348 6185 6002 Tma (Stationary) Day 629.000 349 6185 6005 Tma (Mobile Operation) Day 109.000 350 6280 6001 High Mast Assembly For Its Ea 1.000 351 6304 6003 Its Rvsd (Dc Only) (Install Only) Ea 5.000 352 6322 6001 Color Dms (Pole Mnt Cabinet) Ea 4.000 353 6323 6001 System Integration Ls 1.000 354 6329 6001 Smart Work Zone Its System Ls 1.000 355 6330 6001 Remove Existing Lane Control Sig Sys Ea 4.000 356 6332 6001 Environmentally Controlled Comm Bldg Ea 3.000 357 6342 6001 Remove Hub Building Ea 1.000 358 6381 6001 Remove Ecuv Ea 1.000 359

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.