US 380 - Wdn 4 to 6 Ln Div W - Grade Sep, Add Rt - Lt Turn Ln

100 6002 Preparing Row Sta 552.000 1 104 6001 Removing Conc (Pav) Sy 319,016.000 2 104 6009 Removing Conc (Riprap) Sy 2,333.000 3 104 6011 Removing Conc (Medians) Sy 445.000 4 104 6015 Removing Conc (Sidewalks) Sy 3,368.000 5 104 6017 Removing Conc (Driveways) Sy 27,010.000 6 104 6022 Removing Conc (Curb And Gutter) Lf 1,643.000 7 104 6024 Removing Conc (Retaining Walls) Sy 3.000 8 104 6044 Removing Conc (Flume) Sy 23.000 9 104 6054 Removing Concrete(Mow Strip) Lf 1,333.000 10 105 6022 Removing Stab Base And Asph Pav (13") Sy 1,988.000 11 105 6052 Remove Stab Base & Asph Pav (4"-5") Sy 209,614.000 12 105 6075 Remov Stab Base And Asph Pav (10"-18") Sy 1,371.000 13 105 6119 Rmv Trt Base & Asph Pav (0"-19") Sy 109,899.000 14 110 6001 Excavation (Roadway) Cy 450,053.000 15 132 6025 Embankment (Final) (Dens Cont) (Ty C1) Cy 177,517.000 16 132 6026 Embankment (Final) (Dens Cont) (Ty C2) Cy 290,772.000 17 161 6017 Compost Manuf Topsoil (4") Sy 365,226.000 18 162 6002 Block Sodding Sy 365,226.000 19 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 331,867.000 20 168 6001 Vegetative Watering Mg 103,702.700 21 216 6001 Proof Rolling Hr 8.000 22 247 6073 Fl Bs (Cmp In Plc)(Ty D Gr 1-2) (6") Sy 295,219.000 23 260 6002 Lime (Hydrated Lime (Slurry)) Ton 1,157.000 24 260 6006 Lime Trt (Exst Matl) (6") Sy 171,643.000 25 360 6004 Conc Pvmt (Cont Reinf - Crcp) (10") Sy 367,720.000 26 360 6020 Conc Pvmt (Jointed - Cpcd) (10") Sy 9,710.000 27 360 6051 Conc Pvmt (Cont Reinf-Crcp)(Hes)(10") Sy 53,198.000 28 361 6004 Full - Depth Repair Crcp (10") Sy 1,000.000 29 361 6035 Full - Depth Repair Cpcd (10") Sy 1,000.000 30 400 6001 Struct Excav Cy 32,862.000 31 400 6007 Cut & Restore Conc Paving Sy 56.000 32 402 6001 Trench Excavation Protection Lf 70,611.000 33 403 6001 Temporary Spl Shoring Sf 6,240.000 34 410 6001 Soil Nail Anchors Lf 7,300.000 35 416 6004 Drill Shaft (36 In) Lf 7,423.000 36 416 6005 Drill Shaft (42 In) Lf 10,513.000 37 416 6021 Drill Shaft (Sign Mts) (42 In) Lf 399.000 38 416 6022 Drill Shaft (Sign Mts) (48 In) Lf 87.000 39 416 6023 Drill Shaft (Sign Mts) (54 In) Lf 19.000 40 416 6026 Drill Shaft (High Mast Pole) (60 In) Lf 282.000 41 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 1,512.000 42 416 6031 Drill Shaft (Trf Sig Pole) (30 In) Lf 23.000 43 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 112.000 44 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 1,056.000 45 420 6011 Cl B Conc (Flume) Cy 35.000 46 420 6014 Cl C Conc (Abut)(Hpc) Cy 459.800 47 420 6020 Cl C Conc (Abut)(Hpc)(Extend) Cy 78.400 48 420 6030 Cl C Conc (Cap)(Hpc) Cy 1,577.000 49 420 6038 Cl C Conc (Column)(Hpc) Cy 848.400 50 420 6062 Cl C Conc (Retaining Wall) Cy 95.000 51 420 6066 Cl C Conc (Rail Foundation) Cy 138.000 52 420 6074 Cl C Conc (Misc) Cy 1.800 53 422 6002 Reinf Conc Slab (Hpc) Sf 366,755.000 54 422 6004 Reinf Conc Slab (Extend Slab)(Hpc) Sf 40,395.000 55 422 6012 Bridge Median (Hpc) Sf 36,258.000 56 422 6014 Bridge Sidewalk (Hpc) Sf 16,800.000 57 423 6001 Retaining Wall (Mse) Sf 66,511.000 58 423 6008 Retaining Wall (Cast - In - Place) Sf 2,686.000 59 423 6022 Retaining Wall (Soil Nail)(Facia) Sf 3,386.000 60 425 6037 Prestr Conc Girder (Tx40) Lf 4,770.000 61 425 6039 Prestr Conc Girder (Tx54) Lf 12,224.970 62 425 6040 Prestr Conc Girder (Tx62) Lf 31,429.810 63 432 6001 Riprap (Conc)(4 In) Cy 1,730.000 64 432 6002 Riprap (Conc)(5 In) Cy 180.300 65 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 10,067.000 66 432 6030 Riprap (Stone Common)(Grout)(12 In) Cy 1,421.300 67 432 6045 Riprap (Mow Strip)(4 In) Cy 33.000 68 442 6007 Str Steel (Misc Non - Bridge) Lb 10,771.000 69 450 6016 Rail (Ty T552) Lf 1,829.000 70 450 6024 Rail (Ty Sstr)(Hpc) Lf 14,540.000 71 450 6031 Rail (Ty C221)(Hpc) Lf 2,480.000 72 450 6103 Rail (Ty Pr11) Lf 1,489.000 73 454 6018 Sealed Expansion Joint (4 In) (Sej - M) Lf 1,611.000 74 454 6020 Sealed Expansion Joint (4 In) (Sej - B) Lf 208.000 75 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 1,393.000 76 462 6002 Conc Box Culv (3 Ft X 3 Ft) Lf 990.000 77 462 6003 Conc Box Culv (4 Ft X 2 Ft) Lf 2,933.000 78 462 6004 Conc Box Culv (4 Ft X 3 Ft) Lf 1,543.000 79 462 6006 Conc Box Culv (5 Ft X 2 Ft) Lf 2,738.000 80 462 6007 Conc Box Culv (5 Ft X 3 Ft) Lf 70.000 81 462 6015 Conc Box Culv (7 Ft X 4 Ft) Lf 204.000 82 462 6019 Conc Box Culv (8 Ft X 4 Ft) Lf 160.000 83 462 6045 Conc Box Culv (3 Ft X 2 Ft)(Extend) Lf 45.000 84 462 6047 Conc Box Culv (4 Ft X 2 Ft)(Extend) Lf 15.000 85 462 6054 Conc Box Culv (6 Ft X 3 Ft)(Extend) Lf 56.000 86 462 6058 Conc Box Culv (7 Ft X 3 Ft)(Extend) Lf 18.000 87 462 6063 Conc Box Culv (8 Ft X 4 Ft)(Extend) Lf 22.000 88 462 6074 Conc Box Culv (10 Ft X 6 Ft)(Extend) Lf 76.000 89 462 6078 Conc Box Culv (10 Ft X 10 Ft)(Extend) Lf 622.000 90 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,073.000 91 464 6004 Rc Pipe (Cl Iii)(21 In) Lf 62.000 92 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 57,968.000 93 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 12,141.000 94 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 7,128.000 95 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 3,730.000 96 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 14,483.000 97 465 6002 Manh (Compl)(Prm)(48in) Ea 104.000 98 465 6003 Manh (Compl)(Prm)(60in) Ea 2.000 99 465 6007 Jctbox(Compl)(Pjb)(3ftx5ft) Ea 2.000 100 465 6011 Jctbox(Compl)(Pjb)(6ftx6ft) Ea 1.000 101 465 6012 Jctbox(Compl)(Pjb)(8ftx8ft) Ea 3.000 102 465 6013 Inlet (Compl)(Pco)(3ft)(None) Ea 35.000 103 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 103.000 104 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 107.000 105 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 94.000 106 465 6017 Inlet (Compl)(Pco)(4ft)(None) Ea 10.000 107 465 6018 Inlet (Compl)(Pco)(4ft)(Left) Ea 50.000 108 465 6019 Inlet (Compl)(Pco)(4ft)(Right) Ea 69.000 109 465 6020 Inlet (Compl)(Pco)(4ft)(Both) Ea 49.000 110 465 6023 Inlet (Compl)(Pco)(5ft)(Right) Ea 4.000 111 465 6024 Inlet (Compl)(Pco)(5ft)(Both) Ea 8.000 112 465 6025 Inlet (Compl)(Pco)(6ft)(None) Ea 7.000 113 465 6026 Inlet (Compl)(Pco)(6ft)(Left) Ea 9.000 114 465 6027 Inlet (Compl)(Pco)(6ft)(Right) Ea 5.000 115 465 6028 Inlet (Compl)(Pco)(6ft)(Both) Ea 4.000 116 465 6031 Inlet (Compl)(Pcu)(3ft)(Right) Ea 3.000 117 465 6032 Inlet (Compl)(Pcu)(3ft)(Both) Ea 3.000 118 465 6036 Inlet (Compl)(Pcu)(4ft)(Both) Ea 3.000 119 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 20.000 120 465 6127 Inlet (Compl)(Psl)(Fg)(4ftx4ft-3ftx3ft) Ea 2.000 121 465 6149 Inlet (Compl)(Pazd)(Sl)(3ftx3ft) Ea 17.000 122 465 6150 Inlet (Compl)(Pazd)(Sl)(4ftx4ft) Ea 1.000 123 465 6203 Inlet (Compl)(Curb)(Ty 1) Ea 4.000 124 465 6235 Inlet (Compl)(Rwi)(Ty I) Ea 25.000 125 465 6236 Inlet (Compl)(Rwi)(Ty Ii) Ea 24.000 126 465 6266 Inlet(Compl)(Curb)(Spl1) Ea 1.000 127 465 6372 Inlet (Compl) (Drop) (Spl) Ea 1.000 128 466 6161 Wingwall (Fw - S) (Hw=14 Ft) Ea 1.000 129 466 6169 Wingwall (Fw - S) (Hw=8 Ft) Ea 1.000 130 466 6173 Wingwall (Pw - 1) (Hw=12 Ft) Ea 4.000 131 466 6178 Wingwall (Pw - 1) (Hw=3 Ft) Ea 3.000 132 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 2.000 133 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 8.000 134 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 3.000 135 466 6184 Wingwall (Pw - 1) (Hw=9 Ft) Ea 2.000 136 467 6106 Set (Ty I)(S=3 Ft)(Hw=3ft)(4:1)(C) Ea 1.000 137 467 6137 Set (Ty I)(S= 4 Ft)(Hw= 3 Ft)(3:1) (C) Ea 1.000 138 467 6139 Set (Ty I)(S= 4 Ft)(Hw= 3 Ft)(4:1) (C) Ea 2.000 139 467 6212 Set (Ty I)(S= 6 Ft)(Hw= 4 Ft)(4:1) (C) Ea 1.000 140 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 34.000 141 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (C) Ea 6.000 142 467 6389 Set (Ty Ii) (24 In) (Rcp) (3: 1) (P) Ea 37.000 143 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (C) Ea 2.000 144 467 6391 Set (Ty Ii) (24 In) (Rcp) (4: 1) (P) Ea 4.000 145 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (C) Ea 3.000 146 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 76.000 147 467 6417 Set (Ty Ii) (30 In) (Rcp) (3: 1) (C) Ea 2.000 148 467 6475 Set (Ty Ii) (48 In) (Rcp) (3: 1) (P) Ea 2.000 149 471 6007 Grate And Frame (Bridge Drain) Ea 90.000 150 479 6001 Adjusting Manholes Ea 1.000 151 479 6002 Adjusting Inlets Ea 2.000 152 480 6001 Clean Exist Culverts Ea 15.000 153 481 6014 Pipe (Pvc) (Sch 40) (8 In) Lf 1,024.000 154 496 6002 Remov Str (Inlet) Ea 5.000 155 496 6003 Remov Str (Manhole) Ea 1.000 156 496 6004 Remov Str (Set) Ea 245.000 157 496 6006 Remov Str (Headwall) Ea 21.000 158 496 6007 Remov Str (Pipe) Lf 11,578.000 159 496 6008 Remov Str (Box Culvert) Lf 600.000 160 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 2.000 161 496 6023 Remove Str (Junction Box) Ea 1.000 162 496 6043 Remov Str (Small Fence) Lf 4,653.000 163 500 6001 Mobilization Ls 1.000 164 502 6001 Barricades, Signs And Traffic Handling Mo 42.000 165 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 2,024.000 166 506 6011 Rock Filter Dams (Remove) Lf 2,024.000 167 506 6020 Construction Exits (Install) (Ty 1) Sy 4,680.000 168 506 6024 Construction Exits (Remove) Sy 4,680.000 169 506 6038 Temp Sedmt Cont Fence (Install) Lf 91,058.000 170 506 6039 Temp Sedmt Cont Fence (Remove) Lf 91,058.000 171 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 11,481.000 172 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 11,481.000 173 508 6001 Constructing Detours Sy 14,669.000 174 512 6005 Port Ctb (Fur & Inst)(F-Shape)(Ty 1) Lf 83,695.000 175 512 6029 Port Ctb (Move)(F-Shape)(Ty 1) Lf 119,490.000 176 512 6053 Port Ctb (Remove)(F-Shape)(Ty 1) Lf 89,540.000 177 528 6001 Colored Textured Conc (4") Sy 11,436.000 178 528 6004 Landscape Pavers Sy 500.000 179 529 6002 Conc Curb (Ty Ii) Lf 42,876.000 180 529 6005 Conc Curb (Mono) (Ty Ii) Lf 193,087.000 181 530 6004 Driveways (Conc) Sy 18,882.000 182 530 6017 Driveways (Conc) (Hes) Sy 1,278.000 183 531 6001 Conc Sidewalks (4") Sy 52,477.000 184 531 6003 Conc Sidewalks (6") Sy 561.000 185 531 6010 Curb Ramps (Ty 7) Ea 123.000 186 531 6016 Curb Ramps (Ty 21) Ea 10.000 187 531 6017 Curb Ramps (Ty 22) Ea 3.000 188 536 6002 Conc Median Sy 6,078.000 189 536 6006 Conc Median(Mono Nose) Sy 724.000 190 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 3,084.000 191 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 23.000 192 540 6016 Downstream Anchor Terminal Section Ea 22.000 193 542 6001 Remove Metal Beam Guard Fence Lf 1,975.000 194 544 6001 Guardrail End Treatment (Install) Ea 37.000 195 544 6003 Guardrail End Treatment (Remove) Ea 15.000 196 545 6003 Crash Cush Atten (Move & Reset) Ea 205.000 197 545 6005 Crash Cush Atten (Remove) Ea 128.000 198 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 128.000 199 550 6008 Chain Link Fence (Install) (8') Lf 816.000 200 610 6104 In Rd Il (U/P) (Ty 1) (150w Eq) Led Ea 40.000 201 610 6146 In Rd Il (Ty Sa) 30b-8 (250w Eq) Led Ea 12.000 202 613 6005 Hi Mst Il Pole (150 Ft)( 80 Mph) Ea 10.000 203 618 6016 Condt (Pvc) (Sch 40) (1") Lf 842.000 204 618 6023 Condt (Pvc) (Sch 40) (2") Lf 29,633.000 205 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 16,537.000 206 618 6029 Condt (Pvc) (Sch 40) (3") Lf 789.000 207 618 6030 Condt (Pvc) (Sch 40) (3") (Bore) Lf 1,730.000 208 618 6033 Condt (Pvc) (Sch 40) (4") Lf 4,255.000 209 618 6034 Condt (Pvc) (Sch 40) (4") (Bore) Lf 5,355.000 210 618 6046 Condt (Pvc) (Sch 80) (2") Lf 488.000 211 618 6064 Condt (Rm) (1") Lf 636.000 212 620 6003 Elec Condr (No.12) Bare Lf 1,633.000 213 620 6004 Elec Condr (No.12) Insulated Lf 3,266.000 214 620 6007 Elec Condr (No.8) Bare Lf 43,759.000 215 620 6008 Elec Condr (No.8) Insulated Lf 96,878.000 216 620 6009 Elec Condr (No.6) Bare Lf 14,837.000 217 620 6010 Elec Condr (No.6) Insulated Lf 16,479.000 218 621 6002 Tray Cable (3 Condr) (12 Awg) Lf 6,900.000 219 624 6001 Ground Box Ty A (122311) Ea 23.000 220 624 6002 Ground Box Ty A (122311)W/Apron Ea 22.000 221 624 6008 Ground Box Ty C (162911)W/Apron Ea 69.000 222 624 6010 Ground Box Ty D (162922)W/Apron Ea 45.000 223 628 6031 Elc Srv Ty A 240/480 060(Ns)Al(E)Gc(O) Ea 13.000 224 628 6187 Elc Srv Ty D 120/240 070(Ns)Ss(E)Ps(U) Ea 8.000 225 628 6239 Elc Srv Ty D 120/240 100(Ns)Ss(E)Ps(U) Ea 3.000 226 636 6001 Aluminum Signs (Ty A) Sf 2,576.800 227 636 6003 Aluminum Signs (Ty O) Sf 2,598.500 228 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 71.000 229 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 83.000 230 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(U) Ea 3.000 231 644 6009 In Sm Rd Sn Sup&Am Ty10bwg(1)Sb(P) Ea 30.000 232 644 6012 In Sm Rd Sn Sup&Am Ty10bwg(1)Sb(T) Ea 117.000 233 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(T) Ea 31.000 234 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(U) Ea 9.000 235 644 6042 In Sm Rd Sn Sup&Am Tys80(1)Sb(T) Ea 10.000 236 644 6044 In Sm Rd Sn Sup&Am Tys80(1)Sb(U) Ea 13.000 237 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty N) Ea 12.000 238 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty S) Ea 8.000 239 650 6032 Ins Oh Sn Sup(30 Ft Cant) Ea 20.000 240 650 6038 Ins Oh Sn Sup(35 Ft Cant) Ea 7.000 241 650 6045 Ins Oh Sn Sup(40 Ft Cant) Ea 2.000 242 662 6048 Wk Zn Pav Mrk Remov (Refl) Ty I-C Ea 6,396.000 243 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 66,829.000 244 662 6061 Wk Zn Pav Mrk Remov (W)4"(Dot) Lf 6,045.000 245 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 408,953.000 246 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 3,386.000 247 662 6093 Wk Zn Pav Mrk Remov (Y)4"(Brk) Lf 20,823.000 248 662 6094 Wk Zn Pav Mrk Remov (Y)4"(Dot) Lf 50.000 249 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 373,201.000 250 666 6018 Refl Pav Mrk Ty I (W)6"(Dot)(100mil) Lf 3,834.000 251 666 6030 Refl Pav Mrk Ty I (W)8"(Dot)(100mil) Lf 1,606.000 252 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 47,966.740 253 666 6039 Refl Pav Mrk Ty I (W)12"(Lndp)(100mil) Lf 1,179.000 254 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 13,407.000 255 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 3,992.000 256 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 296.000 257 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 246.000 258 666 6102 Ref Pav Mrk Ty I(W)36"(Yld Tri)(100mil) Ea 89.000 259 666 6159 Re Pv Mrk Ty I(Black)4"(Shadow)(100mil) Lf 57,397.000 260 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 57,798.000 261 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 121,636.530 262 666 6172 Refl Pav Mrk Ty Ii (W) 6" (Dot) Lf 3,834.000 263 666 6176 Refl Pav Mrk Ty Ii (W) 8" (Dot) Lf 1,606.000 264 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 47,967.000 265 666 6179 Refl Pav Mrk Ty Ii (W) 12" (Lndp) Lf 1,179.000 266 666 6180 Refl Pav Mrk Ty Ii (W) 12" (Sld) Lf 13,407.000 267 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 3,992.000 268 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 296.000 269 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 246.000 270 666 6199 Refl Pav Mrk Ty Ii (W) 36" (Yld Tri) Ea 89.000 271 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 129,016.000 272 666 6218 Refl Pav Mrk Ty Ii (Black) 4"(Shadow) Lf 57,397.000 273 666 6300 Re Pm W/Ret Req Ty I (W)4"(Brk)(100mil) Lf 57,798.000 274 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 121,636.530 275 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 128,968.000 276 672 6007 Refl Pav Mrkr Ty I-C Ea 347.000 277 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 172.000 278 672 6010 Refl Pav Mrkr Ty Ii-C-R Ea 3,822.000 279 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 184,089.000 280 677 6002 Elim Ext Pav Mrk & Mrks (6") Lf 1,257.000 281 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 8,606.000 282 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 1,236.000 283 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 65.000 284 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 52.000 285 678 6001 Pav Surf Prep For Mrk (4") Lf 256,483.000 286 678 6002 Pav Surf Prep For Mrk (6") Lf 3,695.000 287 678 6004 Pav Surf Prep For Mrk (8") Lf 48,719.000 288 678 6006 Pav Surf Prep For Mrk (12") Lf 14,542.000 289 678 6008 Pav Surf Prep For Mrk (24") Lf 4,185.000 290 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 296.000 291 678 6016 Pav Surf Prep For Mrk (Word) Ea 246.000 292 678 6023 Pav Surf Prep For Mrk (36")(Yld Tri) Ea 92.000 293 678 6033 Pav Surf Prep For Mrk (Rpm) Ea 4,579.000 294 680 6002 Install Hwy Trf Sig (Isolated) Ea 12.000 295 680 6004 Removing Traffic Signals Ea 13.000 296 680 6005 Ins Hy Trf Sig (Dpt Sup Cnt & Cab)(Iso) Ea 1.000 297 681 6001 Temp Traf Signals Ea 13.000 298 682 6001 Veh Sig Sec (12")Led(Grn) Ea 179.000 299 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 87.000 300 682 6003 Veh Sig Sec (12")Led(Yel) Ea 179.000 301 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 88.000 302 682 6005 Veh Sig Sec (12")Led(Red) Ea 179.000 303 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 57.000 304 682 6018 Ped Sig Sec (Led)(Countdown) Ea 112.000 305 682 6051 Backplate W/Refl Brdr(3 Sec)Alum Ea 37.000 306 682 6053 Backplate W/Refl Brdr(5 Sec)Alum Ea 39.000 307 682 6054 Backplate W/Ref Brdr(3 Sec)(Vent)Alum Ea 109.000 308 682 6055 Backplate W/Ref Brdr(4 Sec)(Vent)Alum Ea 19.000 309 682 6056 Backplate W/Ref Brdr(5 Sec)(Vent)Alum Ea 12.000 310 684 6009 Trf Sig Cbl (Ty A)(12 Awg)(4 Condr) Lf 12,260.000 311 684 6031 Trf Sig Cbl (Ty A)(14 Awg)(5 Condr) Lf 9,566.000 312 684 6033 Trf Sig Cbl (Ty A)(14 Awg)(7 Condr) Lf 14,826.000 313 684 6035 Trf Sig Cbl (Ty A)(14 Awg)(9 Condr) Lf 157.000 314 684 6042 Trf Sig Cbl (Ty A)(14 Awg)(16 Condr) Lf 7,721.000 315 684 6046 Trf Sig Cbl (Ty A)(14 Awg)(20 Condr) Lf 5,215.000 316 684 6079 Trf Sig Cbl (Ty C)(12 Awg)(2 Condr) Lf 27,063.000 317 686 6036 Ins Trf Sig Pl Am(S)1 Arm(32')Lum&Ilsn Ea 2.000 318 686 6043 Ins Trf Sig Pl Am(S)1 Arm(40')Lum Ea 1.000 319 686 6044 Ins Trf Sig Pl Am(S)1 Arm(40')Lum&Ilsn Ea 1.000 320 686 6052 Ins Trf Sig Pl Am(S)1 Arm(48')Lum&Ilsn Ea 5.000 321 686 6055 Ins Trf Sig Pl Am(S)1 Arm(50')Lum Ea 1.000 322 686 6056 Ins Trf Sig Pl Am(S)1 Arm(50')Lum&Ilsn Ea 3.000 323 686 6058 Ins Trf Sig Pl Am(S)1 Arm(55')Ilsn Ea 2.000 324 686 6059 Ins Trf Sig Pl Am(S)1 Arm(55')Lum Ea 2.000 325 686 6060 Ins Trf Sig Pl Am(S)1 Arm(55')Lum&Ilsn Ea 8.000 326 686 6063 Ins Trf Sig Pl Am(S)1 Arm(60')Lum Ea 3.000 327 686 6064 Ins Trf Sig Pl Am(S)1 Arm(60')Lum&Ilsn Ea 10.000 328 686 6067 Ins Trf Sig Pl Am(S)1 Arm(65')Lum Ea 3.000 329 686 6068 Ins Trf Sig Pl Am(S)1 Arm(65')Lum&Ilsn Ea 21.000 330 687 6001 Ped Pole Assembly Ea 70.000 331 687 6002 Pedestrian Push Button Pole Ea 10.000 332 688 6001 Ped Detect Push Button (Aps) Ea 120.000 333 688 6003 Ped Detector Controller Unit Ea 13.000 334 730 6003 Spot Mowing Ac 50.000 335 731 6007 Pavement Edges, Structures & Fixtures Mi 10.750 336 731 6011 Broadcast Application Ac 50.000 337 734 6003 Litter Removal (Spot) Ac 50.000 338 740 6005 Anti - Graffiti Coatng(Permnent-Ty Iii) Sf 77,045.000 339 752 6006 Tree Removal (12" - 18" Dia) Ea 5.000 340 3077 6004 Sp Mixes Sp-B Pg64-28 Ton 104,355.000 341 3077 6012 Sp Mixes Sp-C Sac-A Pg64-22 Ton 275.000 342 3077 6075 Tack Coat Gal 403.000 343 5048 6002 Floating Turbidity Barrier(Fur & Inst) Lf 630.000 344 5048 6003 Floating Turbidity Barrier (Remove) Lf 630.000 345 5062 6001 Patching Milled Concrete Rumble Strips Lf 48,942.000 346 6001 6002 Portable Changeable Message Sign Ea 52.000 347 6027 6003 Conduit (Prepare) Lf 6,423.000 348 6027 6008 Ground Box (Prepare) Ea 54.000 349 6058 6001 Bbu System (External Batt Cabinet) Ea 8.000 350 6058 6002 Bbu System (Stand-Alone Batt Cabinet) Ea 4.000 351 6156 6003 Led Hi Mst Il Asm (6 Fixt) (Asym)(Ty B) Ea 10.000 352 6185 6002 Tma (Stationary) Day 10,488.000 353 6185 6003 Tma (Mobile Operation) Hr 4,000.000 354 6292 6001 Rvds(Presence Detection Only) Ea 6.000 355 6292 6003 Rvds(Presence And Advance Det) Ea 28.000 356 6292 6004 Rvds(Presence Det Only)(Install Only) Ea 2.000 357 6292 6006 Rvds(Pres And Adv Det)(Install Only) Ea 14.000 358 6379 6001 Roadway Lighting Assembly (Ty 1) Ea 4.000 359 6379 6002 Roadway Lighting Assembly (Ty 2) Ea 185.000 360

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.