US 287-Widen Road - Add Shoulders

100 6002 Preparing Row Sta 115.100 1 104 6001 Removing Conc (Pav) Sy 9,372.000 2 104 6009 Removing Conc (Riprap) Sy 3,182.000 3 104 6015 Removing Conc (Sidewalks) Sy 78.000 4 104 6017 Removing Conc (Driveways) Sy 3,724.000 5 104 6027 Removing Conc (Appr Slab) Sy 258.000 6 104 6044 Removing Conc (Flume) Sy 384.000 7 104 6054 Removing Concrete(Mow Strip) Lf 519.000 8 105 6011 Removing Stab Base And Asph Pav (2"-6") Sy 24,088.000 9 105 6014 Removing Stab Base & Asph Pav (7"-12") Sy 11,920.000 10 110 6001 Excavation (Roadway) Cy 96,802.000 11 110 6002 Excavation (Channel) Cy 3,830.000 12 132 6004 Embankment (Final)(Dens Cont)(Ty B) Cy 8,701.000 13 132 6008 Embankment (Final)(Dens Cont)(Ty D) Cy 102,196.000 14 161 6017 Compost Manuf Topsoil (4") Sy 298,699.000 15 162 6002 Block Sodding Sy 6,964.000 16 164 6027 Cell Fbr Mlch Seed(Perm)(Urban)(Clay) Sy 298,699.000 17 168 6001 Vegetative Watering Mg 9,723.000 18 260 6002 Lime (Hydrated Lime (Slurry)) Ton 4,246.700 19 260 6022 Lime Trt (Exist Matl)(18") Sy 116,117.000 20 305 6003 Salv, Haul & Stkpl Rcl Aph Pv (2 To 4") Sy 24,088.000 21 305 6005 Salv, Haul & Stkpl Rcl Aph Pv (6 To 8") Sy 5,716.000 22 305 6030 Salv, Haul & Stkpl Rcl Ash Pv (12") Sy 6,204.000 23 310 6001 Prime Coat (Multi Option) Gal 2,715.000 24 360 6001 Conc Pvmt (Cont Reinf - Crcp) (7") Sy 1,947.000 25 360 6004 Conc Pvmt (Cont Reinf - Crcp) (10") Sy 81,251.000 26 360 6007 Conc Pvmt (Cont Reinf - Crcp) (13") Sy 15,364.000 27 400 6005 Cem Stabil Bkfl Cy 720.000 28 400 6006 Cut & Restoring Pav Sy 64.000 29 400 6007 Cut & Restore Conc Paving Sy 186.400 30 402 6001 Trench Excavation Protection Lf 11,523.000 31 403 6001 Temporary Spl Shoring Sf 40,296.000 32 416 6001 Drill Shaft (18 In) Lf 258.000 33 416 6004 Drill Shaft (36 In) Lf 2,780.000 34 416 6005 Drill Shaft (42 In) Lf 17.000 35 416 6006 Drill Shaft (48 In) Lf 48.000 36 416 6015 Drill Shaft (Non - Reinforced) (12 In) Lf 8.000 37 416 6021 Drill Shaft (Sign Mts) (42 In) Lf 36.000 38 416 6022 Drill Shaft (Sign Mts) (48 In) Lf 38.000 39 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 80.000 40 416 6031 Drill Shaft (Trf Sig Pole) (30 In) Lf 11.000 41 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 80.000 42 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 154.000 43 420 6014 Cl C Conc (Abut)(Hpc) Cy 115.000 44 420 6019 Cl C Conc (Abut)(Extend) Cy 11.300 45 420 6030 Cl C Conc (Cap)(Hpc) Cy 125.200 46 420 6038 Cl C Conc (Column)(Hpc) Cy 121.100 47 420 6057 Cl C Conc (Wingwalls) Cy 8.200 48 422 6002 Reinf Conc Slab (Hpc) Sf 28,200.000 49 422 6014 Bridge Sidewalk (Hpc) Sf 280.000 50 422 6016 Approach Slab (Hpc) Cy 260.100 51 423 6001 Retaining Wall (Mse) Sf 28,156.000 52 425 6037 Prestr Conc Girder (Tx40) Lf 3,875.820 53 428 6001 Penetrating Concrete Surface Treatment Sy 1,534.000 54 432 6001 Riprap (Conc)(4 In) Cy 11.000 55 432 6002 Riprap (Conc)(5 In) Cy 80.500 56 432 6005 Riprap (Conc) (Cl A ) Cy 5.950 57 432 6008 Riprap (Conc)(Cl B)(Rr8&Rr9) Cy 383.000 58 432 6023 Riprap (Stone Common)(Dry)(8 In) Cy 2.500 59 432 6031 Riprap (Stone Protection)(12 In) Cy 68.800 60 432 6044 Riprap (Conc)(Flume) Cy 126.000 61 432 6045 Riprap (Mow Strip)(4 In) Cy 166.000 62 432 6046 Riprap (Mow Strip)(5 In) Cy 34.000 63 432 6053 Riprap (Conc) (Channel) (4in) Cy 20.000 64 442 6007 Str Steel (Misc Non - Bridge) Lb 834.000 65 442 6011 Str Steel (Pedestal) Lb 29,473.000 66 450 6005 Rail (Ty T221)(Hpc) Lf 1,328.000 67 450 6031 Rail (Ty C221)(Hpc) Lf 368.000 68 450 6032 Rail (Ty C223) Lf 1,300.000 69 450 6103 Rail (Ty Pr11) Lf 295.070 70 450 6127 Rail (Safety Mn) Lf 1,122.000 71 450 6128 Rail (Ornamental Fence) Lf 652.000 72 454 6004 Armor Joint (Sealed) Lf 261.300 73 462 6031 Conc Box Culv (10 Ft X 7 Ft) Lf 743.000 74 462 6054 Conc Box Culv (6 Ft X 3 Ft)(Extend) Lf 68.120 75 462 6062 Conc Box Culv (7 Ft X 7 Ft)(Extend) Lf 30.500 76 462 6064 Conc Box Culv (8 Ft X 5 Ft)(Extend) Lf 417.500 77 462 6066 Conc Box Culv (8 Ft X 7 Ft)(Extend) Lf 110.500 78 462 6099 Conc Box Culv (6 Ft X 2 Ft) Lf 472.000 79 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 893.000 80 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 10,647.460 81 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 3,423.100 82 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 524.500 83 464 6018 Rc Pipe (Cl Iv)(24 In) Lf 90.600 84 464 6025 Rc Pipe (Cl V)(18 In) Lf 176.600 85 464 6026 Rc Pipe (Cl V)(24 In) Lf 243.600 86 465 6415 Inlet (Compl)(Co)(5 Ft)(Ftw) Ea 5.000 87 465 6416 Inlet (Compl)(Co)(10 Ft)(Ftw) Ea 36.000 88 465 6417 Inlet (Compl)(Co)(15 Ft)(Ftw) Ea 10.000 89 465 6418 Inlet (Compl)( Co)(20 Ft)(Ftw) Ea 4.000 90 465 6423 Inlet (Compl)(Cu)(5 Ft)(Ftw) Ea 1.000 91 465 6424 Inlet (Compl)(Cu)(10 Ft)(Ftw) Ea 2.000 92 465 6425 Inlet (Compl)(Cu)(15 Ft)(Ftw) Ea 1.000 93 465 6427 Inlet (Compl)(Cu-C)(5 Ft)(Ftw) Ea 1.000 94 465 6465 Inlet (Compl)(Ad)(3ft X 3ft)(Ftw) Ea 12.000 95 465 6488 Inlet (Compl)(Rwf)(Ftw) Ea 2.000 96 465 6490 Manh (Compl)(Ty Sd)(3ft X 3ft)(Ftw) Ea 16.000 97 465 6491 Manh (Compl)(Ty Sd)(4'X 3'-3'X 3')(Ftw) Ea 4.000 98 465 6492 Manh (Compl)(Ty Sd)(4'X 4'-3'X 3')(Ftw) Ea 3.000 99 465 6515 Junct Box (Compl)(Jb)(5ft X 3ft)(Ftw) Ea 1.000 100 465 6523 Junct Box (Compl)(Jb)(7ft X 4ft)(Ftw) Ea 1.000 101 465 6626 Inlet (Compl) (Cob)(5 Ft)(Ftw)(Mod) Ea 2.000 102 466 6150 Wingwall (Fw - 0) (Hw=3 Ft) Ea 1.000 103 466 6173 Wingwall (Pw - 1) (Hw=12 Ft) Ea 1.000 104 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 1.000 105 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 1.000 106 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 1.000 107 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 1.000 108 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (C) Ea 1.000 109 467 6359 Set (Ty Ii) (18 In) (Rcp) (4: 1) (P) Ea 10.000 110 467 6362 Set (Ty Ii) (18 In) (Rcp) (6: 1) (C) Ea 2.000 111 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (C) Ea 4.000 112 467 6391 Set (Ty Ii) (24 In) (Rcp) (4: 1) (P) Ea 8.000 113 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (C) Ea 2.000 114 479 6006 Adjusting Inlet (Cap) Ea 1.000 115 495 6001 Raising Exist Struct Ls 1.000 116 496 6002 Remov Str (Inlet) Ea 4.000 117 496 6004 Remov Str (Set) Ea 26.000 118 496 6005 Remov Str (Wingwall) Ea 14.000 119 496 6006 Remov Str (Headwall) Ea 5.000 120 496 6007 Remov Str (Pipe) Lf 1,143.000 121 496 6025 Remov Str (Approach Slab) Ea 2.000 122 496 6099 Remove Str (Rail) Lf 56.000 123 500 6001 Mobilization Ls 1.000 124 502 6001 Barricades, Signs And Traffic Handling Mo 26.000 125 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 200.000 126 506 6011 Rock Filter Dams (Remove) Lf 200.000 127 506 6020 Construction Exits (Install) (Ty 1) Sy 1,529.000 128 506 6024 Construction Exits (Remove) Sy 1,529.000 129 506 6038 Temp Sedmt Cont Fence (Install) Lf 32,507.000 130 506 6039 Temp Sedmt Cont Fence (Remove) Lf 32,507.000 131 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 1,174.000 132 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,174.000 133 508 6001 Constructing Detours Sy 6,099.000 134 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 4,980.000 135 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 1,540.000 136 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 160.000 137 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 18,780.000 138 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 3,880.000 139 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 560.000 140 512 6037 Port Ctb (Stkpl)(Sgl Slp)(Ty 1) Lf 4,980.000 141 512 6045 Port Ctb (Stkpl)(Low Prof)(Ty 1) Lf 1,540.000 142 512 6046 Port Ctb (Stkpl)(Low Prof)(Ty 2) Lf 160.000 143 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 360.000 144 514 6661 Perm Ctb(Ss)(42")(Heb)(Rgd Pvm) Lf 700.000 145 528 6001 Colored Textured Conc (4") Sy 1,048.000 146 529 6005 Conc Curb (Mono) (Ty Ii) Lf 43,438.000 147 530 6004 Driveways (Conc) Sy 1,231.000 148 531 6001 Conc Sidewalks (4") Sy 14,043.000 149 531 6004 Curb Ramps (Ty 1) Ea 7.000 150 531 6006 Curb Ramps (Ty 3) Ea 1.000 151 531 6010 Curb Ramps (Ty 7) Ea 6.000 152 531 6013 Curb Ramps (Ty 10) Ea 2.000 153 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 2,662.500 154 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 12.000 155 540 6016 Downstream Anchor Terminal Section Ea 6.000 156 542 6001 Remove Metal Beam Guard Fence Lf 787.500 157 542 6002 Remove Terminal Anchor Section Ea 2.000 158 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 10.000 159 544 6001 Guardrail End Treatment (Install) Ea 14.000 160 544 6003 Guardrail End Treatment (Remove) Ea 8.000 161 545 6003 Crash Cush Atten (Move & Reset) Ea 12.000 162 545 6005 Crash Cush Atten (Remove) Ea 8.000 163 545 6007 Crash Cush Atten (Instl)(L)(N)(Tl3) Ea 7.000 164 610 6198 In Rd Il (Ty Sa) 40b-8 (250w Eq) Led Ea 4.000 165 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 2.000 166 610 6215 In Rd Il (Ty Sa) 40t-8-8 (250w Eq) Led Ea 2.000 167 618 6023 Condt (Pvc) (Sch 40) (2") Lf 2,297.000 168 618 6029 Condt (Pvc) (Sch 40) (3") Lf 690.000 169 618 6033 Condt (Pvc) (Sch 40) (4") Lf 254.000 170 618 6034 Condt (Pvc) (Sch 40) (4") (Bore) Lf 1,220.000 171 618 6046 Condt (Pvc) (Sch 80) (2") Lf 329.000 172 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 412.000 173 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 1,640.000 174 618 6074 Condt (Rm) (3") Lf 8.000 175 620 6007 Elec Condr (No.8) Bare Lf 9,884.000 176 620 6008 Elec Condr (No.8) Insulated Lf 4,590.000 177 620 6009 Elec Condr (No.6) Bare Lf 1,778.000 178 620 6010 Elec Condr (No.6) Insulated Lf 98.000 179 620 6011 Elec Condr (No.4) Bare Lf 269.000 180 620 6012 Elec Condr (No.4) Insulated Lf 538.000 181 621 6002 Tray Cable (3 Condr) (12 Awg) Lf 1,489.000 182 624 6008 Ground Box Ty C (162911)W/Apron Ea 11.000 183 624 6010 Ground Box Ty D (162922)W/Apron Ea 18.000 184 628 6050 Elc Srv Ty A 240/480 060(Ns)Ss(T)Tp(O) Ea 1.000 185 628 6144 Elc Srv Ty D 120/240 060(Ns)Ss(E)Ps(U) Ea 1.000 186 628 6145 Elc Srv Ty D 120/240 060(Ns)Ss(E)Sp(O) Ea 3.000 187 628 6151 Elc Srv Ty D 120/240 060(Ns)Ss(N)Ps(U) Ea 2.000 188 636 6001 Aluminum Signs (Ty A) Sf 20.000 189 636 6002 Aluminum Signs (Ty G) Sf 217.000 190 636 6003 Aluminum Signs (Ty O) Sf 564.000 191 636 6008 Replace Existing Aluminum Signs(Ty G) Sf 165.000 192 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 64.000 193 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 13.000 194 644 6042 In Sm Rd Sn Sup&Am Tys80(1)Sb(T) Ea 3.000 195 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty N) Ea 2.000 196 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 8.000 197 644 6076 Remove Sm Rd Sn Sup&Am Ea 28.000 198 644 6077 Remove Brdg Mnt Clearance Sign Assm Ea 2.000 199 647 6001 Install Lrss (Struct Steel) Lb 636.000 200 647 6003 Remove Lrsa Ea 5.000 201 650 6038 Ins Oh Sn Sup(35 Ft Cant) Ea 4.000 202 658 6061 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2 Ea 35.000 203 658 6064 Instl Del Assm (D-Sy)Sz 1(Brf)Gf2 Ea 21.000 204 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 2,426.000 205 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 27,604.000 206 662 6071 Wk Zn Pav Mrk Remov (W)8"(Sld) Lf 2,799.000 207 662 6072 Wk Zn Pav Mrk Remov (W)12"(Lndp) Lf 285.000 208 662 6073 Wk Zn Pav Mrk Remov (W)12"(Sld) Lf 285.000 209 662 6094 Wk Zn Pav Mrk Remov (Y)4"(Dot) Lf 148.000 210 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 48,485.000 211 662 6099 Wk Zn Pav Mrk Remov (Y)8"(Sld) Lf 618.000 212 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 10,383.000 213 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 5,377.000 214 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 287.000 215 666 6141 Refl Pav Mrk Ty I (Y)12"(Sld)(100mil) Lf 2,684.000 216 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 1,075.000 217 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 3,233.000 218 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 230.000 219 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 650.000 220 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 41.000 221 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 4.000 222 666 6200 Refl Pav Mrk Ty Ii (W) (Bike Arrow) Ea 20.000 223 666 6202 Refl Pav Mrk Ty Ii (W) (Bike Symbol) Ea 20.000 224 666 6211 Refl Pav Mrk Ty Ii (Y) 8" (Sld) Lf 1,024.000 225 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 67,327.000 226 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 10,608.000 227 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 46,371.000 228 666 6350 Refl Pav Mrk Ty I (W)12"(Dot)(100mil) Lf 1,677.000 229 672 6010 Refl Pav Mrkr Ty Ii-C-R Ea 1,812.000 230 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 21,206.000 231 678 6001 Pav Surf Prep For Mrk (4") Lf 67,269.000 232 678 6004 Pav Surf Prep For Mrk (8") Lf 3,274.000 233 678 6006 Pav Surf Prep For Mrk (12") Lf 4,880.000 234 678 6008 Pav Surf Prep For Mrk (24") Lf 937.000 235 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 37.000 236 678 6026 Pav Surf Prep For Mrk (Bike Arrow) Ea 13.000 237 678 6028 Pav Surf Prep For Mrk (Bike Symbol) Ea 13.000 238 680 6002 Install Hwy Trf Sig (Isolated) Ea 1.000 239 680 6003 Install Hwy Trf Sig (System) Ea 3.000 240 680 6004 Removing Traffic Signals Ea 1.000 241 682 6001 Veh Sig Sec (12")Led(Grn) Ea 26.000 242 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 10.000 243 682 6003 Veh Sig Sec (12")Led(Yel) Ea 26.000 244 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 8.000 245 682 6005 Veh Sig Sec (12")Led(Red) Ea 26.000 246 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 7.000 247 682 6018 Ped Sig Sec (Led)(Countdown) Ea 18.000 248 682 6054 Backplate W/Ref Brdr(3 Sec)(Vent)Alum Ea 26.000 249 682 6055 Backplate W/Ref Brdr(4 Sec)(Vent)Alum Ea 2.000 250 682 6056 Backplate W/Ref Brdr(5 Sec)(Vent)Alum Ea 1.000 251 684 6031 Trf Sig Cbl (Ty A)(14 Awg)(5 Condr) Lf 430.000 252 684 6033 Trf Sig Cbl (Ty A)(14 Awg)(7 Condr) Lf 3,314.000 253 684 6046 Trf Sig Cbl (Ty A)(14 Awg)(20 Condr) Lf 2,324.000 254 684 6079 Trf Sig Cbl (Ty C)(12 Awg)(2 Condr) Lf 2,577.000 255 686 6019 Ins Trf Sig Pl Am (S)Str(Ty D) Ea 2.000 256 686 6020 Ins Trf Sig Pl Am (S)Str(Ty D)Lum Ea 2.000 257 686 6023 Ins Trf Sig Pl Am (S)1 Arm(20')Lum Ea 1.000 258 686 6043 Ins Trf Sig Pl Am(S)1 Arm(40')Lum Ea 1.000 259 686 6047 Ins Trf Sig Pl Am(S)1 Arm(44')Lum Ea 2.000 260 686 6053 Ins Trf Sig Pl Am(S)1 Arm(50') Ea 1.000 261 686 6055 Ins Trf Sig Pl Am(S)1 Arm(50')Lum Ea 2.000 262 686 6057 Ins Trf Sig Pl Am(S)1 Arm(55') Ea 1.000 263 686 6061 Ins Trf Sig Pl Am(S)1 Arm(60') Ea 1.000 264 686 6067 Ins Trf Sig Pl Am(S)1 Arm(65')Lum Ea 1.000 265 686 6199 Ins Trf Sig Pl Am(S)2 Arm(55-20')Lum Ea 1.000 266 687 6001 Ped Pole Assembly Ea 13.000 267 688 6001 Ped Detect Push Button (Aps) Ea 18.000 268 688 6003 Ped Detector Controller Unit Ea 3.000 269 730 6002 Full - Width Mowing Ac 90.000 270 785 6004 Bridge Joint Repair (Armor) Lf 141.000 271 3076 6002 D-Gr Hma Ty-B Sac-B Pg64-22 Ton 27,963.000 272 3077 6027 Sp Mixes Sp-C Sac-A Pg70-28 Ton 1,018.100 273 3077 6075 Tack Coat Gal 891.000 274 4094 6002 Synfiber Rc Pipe(Cl Iii)(18 In) Lf 59.000 275 4094 6003 Synfiber Rc Pipe (Cl Iii) (24 In) Lf 54.100 276 4094 6004 Synfiber Rc Pipe (Cl Iii) (30 In) Lf 179.100 277 6001 6002 Portable Changeable Message Sign Ea 9.000 278 6007 6062 Fo Cbl (72 Smf) Lf 32,390.000 279 6007 6087 Fo Splice Enclosure (Type 1) Ea 3.000 280 6007 6094 Fiber Optic Fusion Splice Ea 216.000 281 6007 6102 Relocate Fiber Optic Cable Lf 1,425.000 282 6007 6103 Remove Fiber Optic Cable Lf 16,355.000 283 6010 6002 Cctv Field Equipment (Digital) Ea 2.000 284 6010 6004 Cctv Mount (Pole) Ea 2.000 285 6016 6006 Its Multi-Duct Cnd (Pvc-40) Lf 11,880.000 286 6016 6011 Its Multi-Duct Cnd (Pvc-80)(Bore) Lf 1,710.000 287 6027 6003 Conduit (Prepare) Lf 15,425.000 288 6027 6008 Ground Box (Prepare) Ea 15.000 289 6045 6001 Install Of (Radd) Vehicle Detectors Ea 8.000 290 6046 6001 Install Of (Rpd) Vehicle Detectors Ea 13.000 291 6058 6001 Bbu System (External Batt Cabinet) Ea 4.000 292 6062 6038 Its Radio (Dual)(5 Ghz/5 Ghz)-C-U Ea 4.000 293 6064 6019 Its Pole (40 Ft)(90 Mph) Ea 1.000 294 6064 6055 Its Pole (60 Ft)(90 Mph) Ea 2.000 295 6064 6092 Its Pole Mnt Cab (Ty 3)(Conf 2) Ea 2.000 296 6185 6002 Tma (Stationary) Day 741.000 297 6186 6002 Its Gnd Box(Pcast) Ty 1 (243636)W/Aprn Ea 6.000 298 6186 6008 Its Gnd Box(Pcast) Ty 2 (366036)W/Aprn Ea 1.000 299 6186 6025 Remove Its Ground Box Ea 5.000 300 6304 6002 Its Rvsd (Data Collect & Wwa) Sys Ea 2.000 301

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.