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Last Updated 12/03/2021 04:17 AM
Project Title

IH 20 - Construct Frontage Roads

Physical Address View project details and contacts
City, State (County) TX   (Dallas County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $74,305,835
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 171.000 1 104 6001 Removing Conc (Pav) Sy 17,489.000 2 104 6009 Removing Conc (Riprap) Sy 4,295.000 3 104 6015 Removing Conc (Sidewalks) Sy 940.000 4 104 6017 Removing Conc (Driveways) Sy 683.000 5 104 6023 Removing Conc (Ctb) Lf 1,908.000 6 104 6024 Removing Conc (Retaining Walls) Sy 373.000 7 104 6044 Removing Conc (Flume) Sy 106.000 8 104 6065 Remove Conc Rail(Parapet&metal El) Lf 15.000 9 105 6026 Remove Stab Base & Asph Pav (13"-18") Sy 18,773.000 10 110 6001 Excavation (Roadway) Cy 74,504.000 11 132 6025 Embankment (Final) (Dens Cont) (Ty C1) Cy 104,849.000 12 132 6026 Embankment (Final) (Dens Cont) (Ty C2) Cy 41,103.000 13 134 6004 Backfill (Ty a or B) Sta 131.000 14 160 6003 Furnishing and Placing Topsoil (4") Sy 262,404.000 15 162 6002 Block Sodding Sy 262,404.000 16 164 6051 Drill Seed (Temp)(Warm or Cool) Sy 262,404.000 17 168 6001 Vegetative Watering Mg 78,070.000 18 260 6002 Lime (Hydrated Lime (Slurry)) Ton 2,030.000 19 260 6006 Lime Trt (Exst Matl) (6") Sy 22,068.000 20 260 6027 Lime Trt (Exst Matl)(8") Sy 103,910.000 21 310 6027 Prime Coat(Mc-30 or Ae-p) Gal 25,278.000 22 348 6003 Tbwc (Asphalt)(Pg 76-22) Ton 412.000 23 348 6007 Tbwc (Membrane) Gal 53,396.000 24 348 6009 Tbwc (Aggregate)(Ty C) Ton 7,752.000 25 354 6021 Plane Asph Conc Pav(0" to 2") Sy 192,350.000 26 360 6004 Conc Pvmt (Cont Reinf - Crcp) (10") Sy 111,704.000 27 360 6019 Conc Pvmt (Jointed - Cpcd) (9") Sy 120.000 28 360 6051 Conc Pvmt (Cont Reinf-crcp)(Hes)(10") Sy 3,259.000 29 400 6005 Cem Stabil Bkfl Cy 1,593.000 30 401 6001 Flowable Backfill Cy 1,512.000 31 402 6001 Trench Excavation Protection Lf 9,197.000 32 403 6001 Temporary Spl Shoring Sf 17,715.000 33 405 6003 Foundaton Loadtest(D4945)(Drilld Shaft) Ea 2.000 34 410 6001 Soil Nail Anchors Lf 64,028.000 35 416 6001 Drill Shaft (18 in) Lf 620.000 36 416 6003 Drill Shaft (30 in) Lf 20.000 37 416 6004 Drill Shaft (36 in) Lf 4,450.000 38 416 6010 Drill Shaft (72 in) Lf 310.000 39 416 6012 Drill Shaft (84 in) Lf 1,646.000 40 416 6019 Drill Shaft (Sign Mts) (30 in) Lf 156.000 41 416 6020 Drill Shaft (Sign Mts) (36 in) Lf 114.000 42 416 6021 Drill Shaft (Sign Mts) (42 in) Lf 107.000 43 416 6022 Drill Shaft (Sign Mts) (48 in) Lf 41.000 44 416 6023 Drill Shaft (Sign Mts) (54 in) Lf 21.000 45 416 6029 Drill Shaft (Rdwy Ill Pole) (30 in) Lf 234.000 46 416 6031 Drill Shaft (Trf Sig Pole) (30 in) Lf 22.000 47 416 6032 Drill Shaft (Trf Sig Pole) (36 in) Lf 143.000 48 416 6034 Drill Shaft (Trf Sig Pole) (48 in) Lf 198.000 49 420 6011 Cl B Conc (Flume) Cy 19.000 50 420 6014 Cl C Conc (Abut)(Hpc) Cy 481.800 51 420 6030 Cl C Conc (Cap)(Hpc) Cy 1,534.800 52 420 6032 Cl C Conc (Cap)(Hpc)(Mass) Cy 2,091.000 53 420 6038 Cl C Conc (Column)(Hpc) Cy 1,008.000 54 420 6040 Cl C Conc (Column)(Hpc)(Mass) Cy 1,081.500 55 420 6050 Cl C Conc (Crashwall)(Hpc) Cy 262.200 56 420 6066 Cl C Conc (Rail Foundation) Cy 855.000 57 420 6074 Cl C Conc (Misc) Cy 1.500 58 422 6002 Reinf Conc Slab (Hpc) Sf 317,878.000 59 422 6004 Reinf Conc Slab (Extend Slab)(Hpc) Sf 474.000 60 422 6012 Bridge Median (Hpc) Sf 198.000 61 422 6016 Approach Slab (Hpc) Cy 733.800 62 422 6034 Approach Slab (Extend) (Hpc) Cy 26.800 63 423 6001 Retaining Wall (Mse) Sf 88,927.000 64 423 6003 Retaining Wall (Temp Wall) Sf 186.000 65 423 6007 Retaining Wall (Drill Shaft) (Facia) Sf 3,713.000 66 423 6022 Retaining Wall (Soil Nail)(Facia) Sf 32,653.000 67 425 6038 Prestr Conc Girder (Tx46) Lf 1,972.000 68 425 6039 Prestr Conc Girder (Tx54) Lf 43,272.430 69 429 6004 Conc Str Repair(Rapid Deck Rep(Prt Dpt) Sf 20.000 70 429 6007 Conc Str Repair (Vertical & Overhead) Sf 148.000 71 432 6001 Riprap (Conc)(4 in) Cy 2,074.000 72 432 6002 Riprap (Conc)(5 in) Cy 213.300 73 432 6009 Riprap (Conc) (Cl B) (4") Cy 1.250 74 432 6037 Riprap (Stone Protection) (36 in) Cy 1,552.000 75 432 6044 Riprap (Conc)(Flume) Cy 185.500 76 432 6045 Riprap (Mow Strip)(4 in) Cy 600.700 77 438 6004 Cleaning and Sealing Exist Joints(Cl7) Lf 709.000 78 442 6007 Str Steel (Misc Non - Bridge) Lb 1,179.000 79 450 6014 Rail (Ty T551) Lf 217.000 80 450 6023 Rail (Ty Sstr) Lf 12,968.000 81 450 6024 Rail (Ty Sstr)(Hpc) Lf 19,643.200 82 450 6034 Rail (Ty C402) Lf 2,877.000 83 450 6035 Rail (Ty C402)(Hpc) Lf 4,003.200 84 450 6052 Rail (Handrail)(Ty F) Lf 1,377.000 85 450 6097 Rail (Ty T222) Lf 1,693.000 86 450 6103 Rail (Ty Pr11) Lf 2,620.000 87 450 6122 Rail (Ty T80pp) Lf 1,625.000 88 450 6125 Rail (Ty T80pp-ts) Lf 370.000 89 454 6003 Armor Joint Lf 13.000 90 454 6004 Armor Joint (Sealed) Lf 44.000 91 454 6018 Sealed Expansion Joint (4 in) (Sej - M) Lf 2,081.000 92 459 6002 Gabion Mattresses (Galv) Cy 222.000 93 459 6009 Gabions (3' X 3')(Galv) Cy 87.000 94 459 6013 Gabion (1.5' X 3')(Galv) Cy 22.000 95 462 6013 Conc Box Culv (6 Ft X 6 Ft) Lf 158.000 96 462 6015 Conc Box Culv (7 Ft X 4 Ft) Lf 264.000 97 462 6020 Conc Box Culv (8 Ft X 5 Ft) Lf 554.000 98 462 6024 Conc Box Culv (9 Ft X 5 Ft) Lf 344.000 99 462 6074 Conc Box Culv (10 Ft X 6 Ft)(Extend) Lf 105.000 100 462 6078 Conc Box Culv (10 Ft X 10 Ft)(Extend) Lf 163.000 101 464 6001 Rc Pipe (Cl Iii)(12 in) Lf 26.000 102 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 288.000 103 464 6004 Rc Pipe (Cl Iii)(21 in) Lf 236.000 104 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 6,554.000 105 464 6006 Rc Pipe (Cl Iii)(27 in) Lf 12.000 106 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 1,943.000 107 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 1,383.000 108 464 6009 Rc Pipe (Cl Iii)(42 in) Lf 162.000 109 464 6012 Rc Pipe (Cl Iii)(60 in) Lf 232.000 110 464 6014 Rc Pipe (Cl Iii)(72 in) Lf 149.000 111 464 6018 Rc Pipe (Cl Iv)(24 in) Lf 233.000 112 465 6002 Manh (Compl)(Prm)(48in) Ea 22.000 113 465 6006 Jctbox(Compl)(Pjb)(4ftx4ft) Ea 1.000 114 465 6012 Jctbox(Compl)(Pjb)(8ftx8ft) Ea 5.000 115 465 6022 Inlet (Compl)(Pco)(5ft)(Left) Ea 4.000 116 465 6023 Inlet (Compl)(Pco)(5ft)(Right) Ea 4.000 117 465 6024 Inlet (Compl)(Pco)(5ft)(Both) Ea 14.000 118 465 6038 Inlet (Compl)(Pcu)(5ft)(Left) Ea 1.000 119 465 6039 Inlet (Compl)(Pcu)(5ft)(Right) Ea 4.000 120 465 6040 Inlet (Compl)(Pcu)(5ft)(Both) Ea 20.000 121 465 6045 Inlet (Compl)(Pmbd)(4ft) Ea 1.000 122 465 6048 Inlet (Compl)(Pod)(Fg)(3ftx3ft) Ea 1.000 123 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 3.000 124 465 6127 Inlet (Compl)(Psl)(Fg)(4ftx4ft-3ftx3ft) Ea 8.000 125 465 6129 Inlet (Compl)(Psl)(Fg)(3ftx5ft-3ftx3ft) Ea 2.000 126 465 6130 Inlet (Compl)(Psl)(Fg)(3ftx5ft-3ftx5ft) Ea 1.000 127 465 6140 Inlet (Compl)(Psl)(Fg)(6ftx6ft-3ftx3ft) Ea 1.000 128 465 6144 Inlet (Compl)(Psl)(Fg)(8ftx8ft-4ftx4ft) Ea 1.000 129 465 6146 Inlet(Compl)(Psl)(Sfg)(3ftx3ft-3ftx3ft) Ea 4.000 130 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 1.000 131 465 6159 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-3ftx3ft) Ea 5.000 132 465 6162 Inlet(Compl)(Pazd)(Fg)(5ftx5ft-4ftx4ft) Ea 5.000 133 465 6225 Jct Box (Compl)(Spl) Ea 1.000 134 465 6235 Inlet (Compl)(Rwi)(Ty I) Ea 7.000 135 465 6284 Manhole (Compl)(Special) Ea 1.000 136 466 6107 Headwall (Ch - Pw - 0) (Dia= 72 in) Ea 1.000 137 466 6184 Wingwall (Pw - 1) (Hw=9 Ft) Ea 1.000 138 466 6239 Wingwall (Pw-mse) Ea 4.000 139 467 6391 Set (Ty Ii) (24 in) (Rcp) (4: 1) (P) Ea 8.000 140 471 6005 Ring & Cover Ea 3.000 141 476 6014 Jack Bor or Tun Pipe(24 in)(Rc)(Cl Iv) Lf 151.000 142 476 6055 Jack Bor or Tun Pipe(72 in)(Rc)(Cl V) Lf 190.000 143 479 6001 Adjusting Manholes Ea 2.000 144 479 6006 Adjusting Inlet (Cap) Ea 3.000 145 496 6002 Remov Str (Inlet) Ea 18.000 146 496 6004 Remov Str (Set) Ea 1.000 147 496 6005 Remov Str (Wingwall) Ea 3.000 148 496 6006 Remov Str (Headwall) Ea 2.000 149 496 6007 Remov Str (Pipe) Lf 568.000 150 496 6008 Remov Str (Box Culvert) Lf 12.000 151 496 6022 Remov Str (Backwall) Ea 4.000 152 500 6001 Mobilization Ls 1.000 153 502 6001 Barricades, Signs and Traffic Handling Mo 35.000 154 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 1,265.000 155 506 6011 Rock Filter Dams (Remove) Lf 1,265.000 156 506 6020 Construction Exits (Install) (Ty 1) Sy 2,094.000 157 506 6024 Construction Exits (Remove) Sy 2,094.000 158 506 6038 Temp Sedmt Cont Fence (Install) Lf 28,469.000 159 506 6039 Temp Sedmt Cont Fence (Remove) Lf 29,371.000 160 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 2,620.000 161 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 2,620.000 162 506 6047 Temp Sdmt Cont Fence (Inlet Protection) Lf 902.000 163 508 6001 Constructing Detours Sy 8,559.000 164 512 6005 Port Ctb (Fur & Inst)(F-shape)(Ty 1) Lf 35,760.000 165 512 6029 Port Ctb (Move)(F-shape)(Ty 1) Lf 26,550.000 166 512 6053 Port Ctb (Remove)(F-shape)(Ty 1) Lf 35,760.000 167 514 6009 Perm Ctb (Sgl Slope) (Ty 1) (54 ) Lf 830.000 168 514 6011 Perm Ctb (Sgl Slope) (Ty 3) (54 ) Lf 308.000 169 529 6005 Conc Curb (Mono) (Ty Ii) Lf 29,773.000 170 530 6017 Driveways (Conc) (Hes) Sy 645.000 171 531 6002 Conc Sidewalks (5") Sy 8,374.000 172 531 6004 Curb Ramps (Ty 1) Ea 12.000 173 531 6005 Curb Ramps (Ty 2) Ea 6.000 174 531 6008 Curb Ramps (Ty 5) Ea 2.000 175 531 6010 Curb Ramps (Ty 7) Ea 8.000 176 531 6013 Curb Ramps (Ty 10) Ea 5.000 177 531 6016 Curb Ramps (Ty 21) Ea 2.000 178 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 6,340.000 179 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 47.000 180 540 6016 Downstream Anchor Terminal Section Ea 15.000 181 542 6001 Remove Metal Beam Guard Fence Lf 3,800.000 182 542 6002 Remove Terminal Anchor Section Ea 11.000 183 542 6003 Remove Downstream Anchor Terminal Ea 3.000 184 544 6001 Guardrail End Treatment (Install) Ea 47.000 185 544 6003 Guardrail End Treatment (Remove) Ea 16.000 186 545 6003 Crash Cush Atten (Move & Reset) Ea 33.000 187 545 6005 Crash Cush Atten (Remove) Ea 41.000 188 545 6009 Crash Cush Atten (Instl)(L)(W)(Tl2) Ea 1.000 189 545 6010 Crash Cush Atten (Instl)(L)(W)(Tl3) Ea 2.000 190 545 6012 Crash Cush Atten (Instl)(R)(N)(Tl2) Ea 1.000 191 545 6013 Crash Cush Atten (Instl)(R)(N)(Tl3) Ea 1.000 192 545 6015 Crash Cush Atten (Instl)(R)(W)(Tl2) Ea 2.000 193 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 41.000 194 550 6003 Chain Link Fence (Remove) Lf 2,655.000 195 610 6004 Relocate Rd Il Asm (Trans-base) Ea 1.000 196 610 6007 Remove Rd Il Asm (Shoe-base) Ea 2.000 197 610 6008 Remove Rd Il Asm (Ctb Mount) Ea 3.000 198 610 6009 Remove Rd Il Asm (Trans-base) Ea 4.000 199 610 6010 Remove Rd Il Asm (U/p) Ea 24.000 200 610 6103 Replace Luminaire W/led (400w Eq) Ea 4.000 201 610 6104 in Rd Il (U/p) (Ty 1) (150w Eq) Led Ea 30.000 202 610 6106 in Rd Il (U/p) (Ty 2) (150w Eq) Led Ea 8.000 203 610 6162 in Rd Il (Ty Sa) 30t-8 (250w Eq) Led Ea 1.000 204 610 6214 in Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 27.000 205 610 6263 in Rd Il (Ty Sp) 48s-8-8 (400w Eq) Led Ea 3.000 206 618 6023 Condt (Pvc) (Sch 40) (2") Lf 11,260.000 207 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 1,800.000 208 618 6029 Condt (Pvc) (Sch 40) (3") Lf 9,455.000 209 618 6030 Condt (Pvc) (Sch 40) (3") (Bore) Lf 4,610.000 210 618 6046 Condt (Pvc) (Sch 80) (2") Lf 139.000 211 618 6053 Condt (Pvc) (Sch 80) (3") Lf 1,824.000 212 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 139.000 213 618 6058 Condt (Pvc) (Sch 80) (4") Lf 1,182.000 214 618 6059 Condt (Pvc) (Sch 80) (4") (Bore) Lf 2,425.000 215 618 6064 Condt (Rm) (1") Lf 2,270.000 216 618 6078 Condt (Rm) (4") Lf 320.000 217 620 6003 Elec Condr (No.12) Bare Lf 2,350.000 218 620 6004 Elec Condr (No.12) Insulated Lf 5,920.000 219 620 6007 Elec Condr (No.8) Bare Lf 6,483.000 220 620 6008 Elec Condr (No.8) Insulated Lf 12,506.000 221 620 6009 Elec Condr (No.6) Bare Lf 24,523.000 222 620 6010 Elec Condr (No.6) Insulated Lf 28,706.000 223 620 6011 Elec Condr (No.4) Bare Lf 1,335.000 224 620 6012 Elec Condr (No.4) Insulated Lf 2,670.000 225 624 6002 Ground Box Ty a (122311)w/apron Ea 24.000 226 624 6008 Ground Box Ty C (162911)w/apron Ea 2.000 227 624 6009 Ground Box Ty D (162922) Ea 25.000 228 624 6010 Ground Box Ty D (162922)w/apron Ea 42.000 229 624 6028 Remove Ground Box Ea 5.000 230 628 6002 Remove Electrical Services Ea 1.000 231 628 6046 Elc Srv Ty a 240/480 060(Ns)ss(E)sp(U) Ea 1.000 232 628 6187 Elc Srv Ty D 120/240 070(Ns)ss(E)ps(U) Ea 3.000 233 628 6349 Elc Srv Ty D 120/240 070(Ns)ss(N)ps(U) Ea 1.000 234 636 6001 Aluminum Signs (Ty a) Sf 36.000 235 636 6003 Aluminum Signs (Ty O) Sf 4,064.000 236 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 50.000 237 644 6002 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P-bm) Ea 1.000 238 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 90.000 239 644 6027 in Sm Rd Sn Sup&am Tys80(1)sa(P) Ea 1.000 240 644 6028 in Sm Rd Sn Sup&am Tys80(1)sa(P-bm) Ea 1.000 241 644 6030 in Sm Rd Sn Sup&am Tys80(1)sa(T) Ea 6.000 242 644 6031 in Sm Rd Sn Sup&am Tys80(1)sa(T-2ext) Ea 1.000 243 644 6033 in Sm Rd Sn Sup&am Tys80(1)sa(U) Ea 6.000 244 644 6036 in Sm Rd Sn Sup&am Tys80(1)sa(U-bm) Ea 2.000 245 644 6051 in Sm Rd Sn Sup&am Tys80(2)sa(P-exal) Ea 5.000 246 644 6065 in Bridge Mnt Clearance Sgn Assm(Ty S) Ea 40.000 247 644 6066 in Sm Rd Sn Sup&am (Rail Mount) Ea 17.000 248 644 6076 Remove Sm Rd Sn Sup&am Ea 65.000 249 644 6078 Remove Sm Rd Sn Sup&am (Sign Only) Ea 16.000 250 650 6028 Ins Oh Sn Sup(30 Ft Bal Tee) Ea 1.000 251 650 6032 Ins Oh Sn Sup(30 Ft Cant) Ea 1.000 252 650 6035 Ins Oh Sn Sup(35 Ft Bal Tee) Ea 3.000 253 650 6038 Ins Oh Sn Sup(35 Ft Cant) Ea 1.000 254 650 6089 Ins Oh Sn Sup(80 Ft Brdg) Ea 1.000 255 650 6094 Ins Oh Sn Sup(85 Ft Brdg) Ea 1.000 256 650 6099 Ins Oh Sn Sup(90 Ft Brdg) Ea 1.000 257 650 6104 Ins Oh Sn Sup(95 Ft Brdg) Ea 2.000 258 650 6203 Relocate Existing Overhd Sign Sup Ea 1.000 259 650 6204 Remove Overhd Sign Sup Ea 8.000 260 650 6205 Remove Overhd Sign Sup (Sign Only) Ea 6.000 261 658 6013 Instl Del Assm (D-sw)sz (Brf)ctb Ea 165.000 262 658 6026 Instl Del Assm (D-sy)sz (Brf)ctb Ea 162.000 263 658 6040 Instl Del Assm (D-dw)sz 2(Wc)gnd Ea 35.000 264 658 6061 Instl Del Assm (D-sw)sz 1(Brf)gf2 Ea 93.000 265 658 6064 Instl Del Assm (D-sy)sz 1(Brf)gf2 Ea 56.000 266 658 6099 Instl Om Assm (Om-2z)(Wflx)gnd Ea 5.000 267 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 62,721.000 268 662 6061 Wk Zn Pav Mrk Remov (W)4"(Dot) Lf 5,610.000 269 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 62,797.000 270 662 6071 Wk Zn Pav Mrk Remov (W)8"(Sld) Lf 10,911.000 271 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 79.000 272 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 42,485.000 273 666 6006 Refl Pav Mrk Ty I (W)4"(Dot)(100mil) Lf 525.000 274 666 6030 Refl Pav Mrk Ty I (W)8"(Dot)(100mil) Lf 468.000 275 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 4,142.000 276 666 6039 Refl Pav Mrk Ty I (W)12"(Lndp)(100mil) Lf 3,025.000 277 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 19,016.000 278 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 2,648.000 279 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 29.000 280 666 6057 Refl Pav Mrk Ty I(W)(Dbl Arrow)(100mil) Ea 13.000 281 666 6063 Refl Pav Mrk Ty I(W)(Uturn Arw)(100mil) Ea 7.000 282 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 28.000 283 666 6102 Ref Pav Mrk Ty I(W)36"(Yld Tri)(100mil) Ea 8.000 284 666 6224 Pavement Sealer 4" Lf 130,635.000 285 666 6225 Pavement Sealer 6" Lf 17,245.000 286 666 6226 Pavement Sealer 8" Lf 3,873.000 287 666 6228 Pavement Sealer 12" Lf 21,828.000 288 666 6230 Pavement Sealer 24" Lf 1,229.000 289 666 6231 Pavement Sealer (Arrow) Ea 29.000 290 666 6232 Pavement Sealer (Word) Ea 28.000 291 666 6234 Pavement Sealer (Dbl Arrow) Ea 13.000 292 666 6236 Pavement Sealer (Uturn Arrow) Ea 7.000 293 666 6243 Pavement Sealer (Yld Tri) Ea 8.000 294 666 6300 Re Pm W/ret Req Ty I (W)4"(Brk)(100mil) Lf 7,700.000 295 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 59,661.000 296 666 6306 Re Pm W/ret Req Ty I (W)6"(Brk)(100mil) Lf 17,244.000 297 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 62,749.000 298 672 6007 Refl Pav Mrkr Ty I-c Ea 161.000 299 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 1,250.000 300 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 83,995.000 301 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 8,249.000 302 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 2,129.000 303 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 399.000 304 678 6001 Pav Surf Prep for Mrk (4") Lf 130,635.000 305 678 6002 Pav Surf Prep for Mrk (6") Lf 17,245.000 306 678 6004 Pav Surf Prep for Mrk (8") Lf 3,873.000 307 678 6006 Pav Surf Prep for Mrk (12") Lf 21,828.000 308 678 6008 Pav Surf Prep for Mrk (24") Lf 1,229.000 309 678 6009 Pav Surf Prep for Mrk (Arrow) Ea 29.000 310 678 6010 Pav Surf Prep for Mrk (Dbl Arrow) Ea 13.000 311 678 6012 Pav Surf Prep for Mrk (Uturn Arr) Ea 7.000 312 678 6016 Pav Surf Prep for Mrk (Word) Ea 28.000 313 678 6023 Pav Surf Prep for Mrk (36")(Yld Tri) Ea 8.000 314 680 6004 Removing Traffic Signals Ea 2.000 315 680 6005 Ins Hy Trf Sig (Dpt Sup Cnt & Cab)(Iso) Ea 4.000 316 681 6001 Temp Traf Signals Ea 2.000 317 682 6001 Veh Sig Sec (12")led(Grn) Ea 53.000 318 682 6002 Veh Sig Sec (12")led(Grn Arw) Ea 43.000 319 682 6003 Veh Sig Sec (12")led(Yel) Ea 76.000 320 682 6004 Veh Sig Sec (12")led(Yel Arw) Ea 28.000 321 682 6005 Veh Sig Sec (12")led(Red) Ea 80.000 322 682 6006 Veh Sig Sec (12")led(Red Arw) Ea 24.000 323 682 6018 Ped Sig Sec (Led)(Countdown) Ea 47.000 324 682 6051 Backplate W/refl Brdr(3 Sec)alum Ea 75.000 325 682 6052 Backplate W/refl Brdr(4 Sec)alum Ea 4.000 326 682 6053 Backplate W/refl Brdr(5 Sec)alum Ea 12.000 327 684 6031 Trf Sig Cbl (Ty a)(14 Awg)(5 Condr) Lf 3,627.000 328 684 6033 Trf Sig Cbl (Ty a)(14 Awg)(7 Condr) Lf 885.000 329 684 6036 Trf Sig Cbl (Ty a)(14 Awg)(10 Condr) Lf 12,344.000 330 684 6046 Trf Sig Cbl (Ty a)(14 Awg)(20 Condr) Lf 9,913.000 331 684 6079 Trf Sig Cbl (Ty C)(12 Awg)(2 Condr) Lf 21,062.000 332 686 6035 Ins Trf Sig Pl Am(S)1 Arm(32')lum Ea 2.000 333 686 6039 Ins Trf Sig Pl Am(S)1 Arm(36')lum Ea 1.000 334 686 6043 Ins Trf Sig Pl Am(S)1 Arm(40')lum Ea 2.000 335 686 6045 Ins Trf Sig Pl Am(S)1 Arm(44') Ea 3.000 336 686 6047 Ins Trf Sig Pl Am(S)1 Arm(44')lum Ea 2.000 337 686 6049 Ins Trf Sig Pl Am(S)1 Arm(48') Ea 1.000 338 686 6051 Ins Trf Sig Pl Am(S)1 Arm(48')lum Ea 2.000 339 686 6053 Ins Trf Sig Pl Am(S)1 Arm(50') Ea 1.000 340 686 6055 Ins Trf Sig Pl Am(S)1 Arm(50')lum Ea 2.000 341 686 6057 Ins Trf Sig Pl Am(S)1 Arm(55') Ea 1.000 342 686 6059 Ins Trf Sig Pl Am(S)1 Arm(55')lum Ea 2.000 343 686 6061 Ins Trf Sig Pl Am(S)1 Arm(60') Ea 1.000 344 686 6065 Ins Trf Sig Pl Am(S)1 Arm(65') Ea 1.000 345 686 6067 Ins Trf Sig Pl Am(S)1 Arm(65')lum Ea 1.000 346 687 6001 Ped Pole Assembly Ea 24.000 347 688 6001 Ped Detect Push Button (Aps) Ea 43.000 348 688 6003 Ped Detector Controller Unit Ea 4.000 349 690 6024 Removal of Signal Head Assm Ea 3.000 350 690 6027 Removal of Signal Related Signs Ea 3.000 351 730 6107 Full - Width Mowing Cyc 9.000 352 735 6001 Debris Removal (Cntr Medians/mainlanes) Cyc 35.000 353 735 6003 Debris Removal (Frontage Roads) Cyc 35.000 354 735 6005 Debris Removal (Entrance/exit Ramps) Cyc 35.000 355 738 6001 Cleaning / Sweeping (Center Median) Cyc 35.000 356 738 6003 Cleaning / Sweeping (Outside Main Lane) Cyc 35.000 357 738 6005 Cleaning / Sweeping (Frontage Road) Cyc 35.000 358 738 6007 Cleaning / Sweeping(Entrance/exit Ramp) Cyc 35.000 359 740 6005 Anti - Graffiti Coatng(Permnent-ty Iii) Sf 119,364.000 360 774 6010 Repair (React) Ea 41.000 361 3077 6001 Sp Mixes Sp-b Pg64-22 Ton 28,190.000 362 3077 6011 Sp Mixes Sp-c Pg64-22 Ton 78.000 363 3077 6075 Tack Coat Gal 7,811.000 364 4021 6001 Tip Testing(Drill Shaft) Ea 7.000 365 6001 6002 Portable Changeable Message Sign Ea 18.000 366 6007 6010 Fiber Optic Cbl (Sngle-mode)(6 Fiber) Lf 8,802.000 367 6007 6013 Fiber Optic Cbl (Sngle-mode)(36 Fiber) Lf 16,860.000 368 6007 6087 Fo Splice Enclosure (Type 1) Ea 7.000 369 6007 6094 Fiber Optic Fusion Splice Ea 222.000 370 6007 6103 Remove Fiber Optic Cable Lf 7,300.000 371 6010 6002 Cctv Field Equipment (Digital) Ea 4.000 372 6010 6004 Cctv Mount (Pole) Ea 8.000 373 6010 6012 Relocate Cctv Field Equipment Ea 2.000 374 6016 6006 Its Multi-duct Cnd (Pvc-40) Lf 5,805.000 375 6016 6007 Its Multi-duct Cnd (Pvc-40)(Bore) Lf 1,795.000 376 6027 6003 Conduit (Prepare) Lf 1,377.000 377 6027 6008 Ground Box (Prepare) Ea 8.000 378 6062 6042 Relocate Its Radio Ea 6.000 379 6064 6017 Its Pole (30 Ft)(Rel) Ea 1.000 380 6064 6026 Its Pole (40 Ft)(Rel) Ea 1.000 381 6064 6062 Its Pole (60 Ft)(Rel) Ea 1.000 382 6064 6086 Its Pole Mnt Cab (Ty 2)(Conf 2)(Rel) Ea 2.000 383 6064 6090 Its Pole Mnt Cab (Ty 3)(Conf 1)(Rel) Ea 1.000 384 6072 6001 Modular Glare Screens (Furn & Install) Lf 1,508.000 385 6185 6002 Tma (Stationary) Day 983.000 386 6185 6003 Tma (Mobile Operation) Hr 808.000 387 6186 6006 Its Gnd Box(Pcast) Ty 1 (243660)w/aprn Ea 13.000 388 6186 6012 Its Gnd Box(Pcast) Ty 2 (366060)w/aprn Ea 1.000 389 6186 6014 Its Gnd Box (Poly) Ty 1 (243624)w/aprn Ea 4.000 390 6186 6025 Remove Its Ground Box Ea 5.000 391 6292 6004 Rvds(Presence Det Only)(Install Only) Ea 14.000 392 6292 6006 Rvds(Pres and Adv Det)(Install Only) Ea 10.000 393 6292 6007 Relocate Rvds Ea 1.000 394 6304 6006 Its Rvsd (Dc & Wwa) (Relocate) Ea 3.000 395 6306 6006 Vivds Temporary Ea 8.000 396 7271 6001 Hwy Cross for 12" Water Main (Open Cut) Lf 188.000 397 7271 6002 Hwy Cross for 24" Water Main (Open Cut) Lf 262.000 398 7271 6003 Trench Safety & Support Lf 450.000 399 7271 6004 Four "F" Flowable Backfill Cy 76.000 400 7271 6005 Class B Concrete Cy 126.000 401

Details

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.

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