IH 10 - Construct New Road

100 6002 Preparing Row Sta 631.000 1 100 6010 Preparing Row (Tree)(10" To 48" Dia) Ea 24.000 2 104 6001 Removing Conc (Pav) Sy 16,827.000 3 104 6009 Removing Conc (Riprap) Sy 19,203.000 4 104 6010 Removing Conc (Riprap) Cy 645.000 5 104 6023 Removing Conc (Ctb) Lf 5,211.000 6 104 6024 Removing Conc (Retaining Walls) Sy 3,846.000 7 104 6027 Removing Conc (Appr Slab) Sy 6,710.000 8 104 6029 Removing Conc (Curb Or Curb & Gutter) Lf 35,772.000 9 104 6036 Removing Conc (Sidewalk Or Ramp) Sy 631.000 10 104 6054 Removing Concrete(Mow Strip) Lf 45,858.000 11 105 6021 Removing Stab Base And Asph Pav (0-4") Sy 27,357.000 12 105 6030 Removing Stab Base & Asph Pav (8"-14") Sy 553,619.000 13 110 6001 Excavation (Roadway) Cy 691,340.000 14 110 6002 Excavation (Channel) Cy 3,770.000 15 110 6003 Excavation (Special) Cy 340.000 16 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 549,100.000 17 134 6002 Backfill (Ty b) Sta 18.000 18 164 6009 Broadcast Seed (Temp) (Warm) Sy 2,269.000 19 166 6001 Fertilizer Ac 0.470 20 168 6001 Vegetative Watering Mg 57.000 21 216 6001 Proof Rolling Hr 40.000 22 247 6053 Fl Bs (Cmp In Plc)(Tyd Gr1-2)(Fnal Pos) Cy 25,960.000 23 247 6382 Fl Bs (Cmp In Plc)(Ty a Gr 5)(8") Sy 77,334.000 24 275 6001 Cement Ton 4,251.000 25 275 6019 Cement Treat (Subgrade)(6") Sy 858,443.000 26 310 6001 Prime Coat (Multi Option) Gal 187,860.000 27 354 6043 Plane Asph Conc Pav (1") Sy 1,875.000 28 354 6045 Plane Asph Conc Pav (2") Sy 2,759.000 29 360 6007 Conc Pvmt (Cont Reinf - Crcp) (13") Sy 810,126.000 30 400 6002 Struct Excav (Box) Cy 11,844.000 31 400 6003 Struct Excav (Pipe) Cy 20,126.000 32 400 6005 Cem Stabil Bkfl Cy 6,502.000 33 401 6001 Flowable Backfill Cy 21,882.000 34 402 6001 Trench Excavation Protection Lf 28,450.000 35 403 6001 Temporary Spl Shoring Sf 139,627.000 36 416 6001 Drill Shaft (18 In) Lf 476.000 37 416 6004 Drill Shaft (36 In) Lf 23,499.000 38 416 6005 Drill Shaft (42 In) Lf 908.000 39 416 6006 Drill Shaft (48 In) Lf 95.000 40 416 6015 Drill Shaft (Non - Reinforced) (12 In) Lf 13.000 41 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 136.000 42 416 6022 Drill Shaft (Sign Mts) (48 In) Lf 1,475.000 43 416 6026 Drill Shaft (High Mast Pole) (60 In) Lf 1,924.000 44 416 6068 Drill Shaft (Sign Mts) (60 In) Lf 68.000 45 420 6002 Cl a Conc (Misc) Cy 1.000 46 420 6007 Cl a Conc (Flume) Cy 209.000 47 420 6010 Cl a Conc (Plug) Ea 9.000 48 420 6014 Cl c Conc (Abut)(Hpc) Cy 2,426.600 49 420 6026 Cl c Conc (Bent)(Hpc) Cy 1,910.600 50 420 6038 Cl c Conc (Column)(Hpc) Cy 1,159.900 51 420 6066 Cl c Conc (Rail Foundation) Cy 862.000 52 420 6071 Cl c Conc (Collar) Ea 58.000 53 422 6002 Reinf Conc Slab (Hpc) Sf 415,373.000 54 422 6016 Approach Slab (Hpc) Cy 4,350.000 55 422 6042 Cip Closure Cy 40.000 56 423 6001 Retaining Wall (Mse) Sf 85,037.000 57 423 6004 Retaining Wall (Conc Block) Sf 844.000 58 423 6005 Retaining Wall (Spread Footing) Sf 90,053.000 59 423 6021 Retaining Wall (Existing Cip) (Facia) Sf 3,251.000 60 425 6020 Prestr Conc Box Beam (5xb20) Lf 33,088.660 61 425 6022 Prestr Conc Box Beam (5xb28) Lf 7,920.000 62 425 6026 Prestr Conc Box Beam (5xb40) Lf 10,222.000 63 425 6028 Prestr Conc u - Beam (u54) Lf 667.080 64 425 6035 Prestr Conc Girder (Tx28) Lf 180.000 65 425 6039 Prestr Conc Girder (Tx54) Lf 1,900.000 66 427 6002 Concrete Paint Finish Sf 974,810.000 67 432 6001 Riprap (Conc)(4 In) Cy 15,333.000 68 432 6008 Riprap (Conc)(Cl b)(Rr8&Rr9) Cy 3,245.000 69 432 6022 Riprap (Stone Common)(Dry)(6 In) Cy 40.000 70 432 6023 Riprap (Stone Common)(Dry)(8 In) Cy 154.000 71 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 6,061.000 72 432 6027 Riprap (Stone Common)(Dry)(24 In) Cy 199.000 73 432 6031 Riprap (Stone Protection)(12 In) Cy 3,992.000 74 432 6033 Riprap (Stone Protection)(18 In) Cy 1,857.000 75 432 6035 Riprap (Stone Protection)(24 In) Cy 641.000 76 432 6044 Riprap (Conc)(Flume) Cy 1,338.000 77 432 6045 Riprap (Mow Strip)(4 In) Cy 109.000 78 450 6023 Rail (Ty Sstr) Lf 43,929.000 79 450 6024 Rail (Ty Sstr)(Hpc) Lf 7,849.000 80 450 6033 Rail (Ty c223)(Hpc) Lf 208.000 81 450 6050 Rail (Handrail)(Ty d) Lf 195.000 82 450 6098 Rail (Ty t222)(Hpc) Lf 476.000 83 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 4,389.000 84 459 6008 Gabion Mattresses (Galv)(18 In) Sy 135.000 85 460 6003 Cmp (Gal Stl 24 In) Lf 223.000 86 462 6003 Conc Box Culv (4 Ft x 2 Ft) Lf 544.000 87 462 6007 Conc Box Culv (5 Ft x 3 Ft) Lf 366.000 88 462 6014 Conc Box Culv (7 Ft x 3 Ft) Lf 455.000 89 462 6019 Conc Box Culv (8 Ft x 4 Ft) Lf 966.000 90 462 6055 Conc Box Culv (6 Ft x 4 Ft)(Extend) Lf 62.000 91 462 6057 Conc Box Culv (6 Ft x 6 Ft)(Extend) Lf 22.000 92 462 6065 Conc Box Culv (8 Ft x 6 Ft)(Extend) Lf 84.000 93 462 6066 Conc Box Culv (8 Ft x 7 Ft)(Extend) Lf 75.000 94 464 6001 Rc Pipe (Cl Iii)(12 In) Lf 99.000 95 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,199.000 96 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 21,075.000 97 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 1,747.000 98 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 697.000 99 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 71.000 100 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 462.000 101 464 6012 Rc Pipe (Cl Iii)(60 In) Lf 96.000 102 464 6029 Rc Pipe (Cl v)(48 In) Lf 1,008.000 103 464 6032 Rc Pipe (Arch)(Cl Iii)(Des 3) Lf 63.000 104 464 6051 Rc Pipe (Cl Iv) (54 In) Lf 416.000 105 464 6059 Rc Pipe (Cl v)(30 In) Lf 230.000 106 465 6002 Manh (Compl)(Prm)(48in) Ea 9.000 107 465 6003 Manh (Compl)(Prm)(60in) Ea 4.000 108 465 6004 Manh (Compl)(Prm)(72in) Ea 5.000 109 465 6009 Jctbox(Compl)(Pjb)(5ftx5ft) Ea 2.000 110 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 3.000 111 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 5.000 112 465 6045 Inlet (Compl)(Pmbd)(4ft) Ea 96.000 113 465 6047 Inlet (Compl)(Pmbd)(6ft) Ea 1.000 114 465 6055 Inlet (Compl)(Psl)(Sl)(4ftx4ft) Ea 21.000 115 465 6058 Inlet (Compl)(Psl)(Sl)(5ftx5ft) Ea 10.000 116 465 6078 Inlet (Compl)(Psl)(Rg)(3ftx3ft) Ea 1.000 117 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 25.000 118 465 6146 Inlet(Compl)(Psl)(Sfg)(3ftx3ft-3ftx3ft) Ea 8.000 119 465 6147 Inlet(Compl)(Psl)(Sfg)(4ftx4ft-4ftx4ft) Ea 34.000 120 465 6148 Inlet(Compl)(Psl)(Sfg)(3ftx5ft-3ftx5ft) Ea 1.000 121 465 6152 Inlet (Compl)(Pazd)(Rc)(3ftx3ft) Ea 7.000 122 465 6153 Inlet (Compl)(Pazd)(Rc)(4ftx4ft) Ea 22.000 123 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 3.000 124 465 6160 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-4ftx4ft) Ea 4.000 125 465 6178 Inlet (Compl)(Ty Mse1) Ea 19.000 126 465 6233 Inlet (Comp) (Ty Sidewalk Bridge) Ea 1.000 127 465 6558 Inl(Cmp)(Pazd-Cz)(Fg)(3ftx3ft-3ftx3ft) Ea 6.000 128 465 6560 Inl(Cmp)(Pazd-Cz)(Fg)(4ftx4ft-4ftx4ft) Ea 1.000 129 466 6095 Headwall (Ch - Pw - 0) (Dia= 18 In) Ea 2.000 130 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 2.000 131 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 In) Ea 4.000 132 466 6110 Headwall (Ch - Pw - a - 0) (Des= 3) Ea 2.000 133 466 6151 Wingwall (Fw - 0) (Hw=4 Ft) Ea 4.000 134 466 6171 Wingwall (Pw - 1) (Hw=10 Ft) Ea 2.000 135 466 6172 Wingwall (Pw - 1) (Hw=11 Ft) Ea 2.000 136 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 1.000 137 467 6324 Set (Ty Ii) (12 In) (Rcp) (4: 1) (p) Ea 5.000 138 467 6356 Set (Ty Ii) (18 In) (Rcp) (3: 1) (c) Ea 3.000 139 467 6357 Set (Ty Ii) (18 In) (Rcp) (3: 1) (p) Ea 1.000 140 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (c) Ea 2.000 141 467 6359 Set (Ty Ii) (18 In) (Rcp) (4: 1) (p) Ea 2.000 142 467 6387 Set (Ty Ii) (24 In) (Rcp) (2: 1) (c) Ea 2.000 143 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (c) Ea 6.000 144 467 6389 Set (Ty Ii) (24 In) (Rcp) (3: 1) (p) Ea 21.000 145 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 2.000 146 467 6391 Set (Ty Ii) (24 In) (Rcp) (4: 1) (p) Ea 7.000 147 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (c) Ea 2.000 148 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 6.000 149 467 6396 Set (Ty Ii) (24 In) (Rcp) (8: 1) (c) Ea 1.000 150 467 6420 Set (Ty Ii) (30 In) (Rcp) (4: 1) (p) Ea 1.000 151 467 6448 Set (Ty Ii) (36 In) (Rcp) (3: 1) (c) Ea 1.000 152 467 6451 Set (Ty Ii) (36 In) (Rcp) (4: 1) (p) Ea 2.000 153 467 6453 Set (Ty Ii) (36 In) (Rcp) (6: 1) (c) Ea 1.000 154 467 6461 Set (Ty Ii) (42 In) (Rcp) (3: 1) (c) Ea 1.000 155 474 6009 Slot Drain (Gal Stl) (24 In) Lf 20.000 156 479 6002 Adjusting Inlets Ea 3.000 157 479 6003 Adjusting Manholes & Inlets Ea 2.000 158 479 6006 Adjusting Inlet (Cap) Ea 6.000 159 479 6010 Adjusting Manholes (Electric Box) Ea 6.000 160 480 6001 Clean Exist Culverts Ea 28.000 161 496 6002 Remov Str (Inlet) Ea 46.000 162 496 6003 Remov Str (Manhole) Ea 5.000 163 496 6004 Remov Str (Set) Ea 12.000 164 496 6005 Remov Str (Wingwall) Ea 4.000 165 496 6006 Remov Str (Headwall) Ea 5.000 166 496 6007 Remov Str (Pipe) Lf 4,575.000 167 496 6008 Remov Str (Box Culvert) Lf 54.000 168 496 6009 Remov Str (Bridge 0 - 99 Ft Length) Ea 4.000 169 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 31.000 170 496 6072 Removing Rock Riprap Lf 1,370.000 171 496 6087 Remov Str (Drainage Flume) Ea 170.000 172 496 6100 Remove Str (Gabion) Lf 46.000 173 500 6001 Mobilization Ls 1.000 174 502 6001 Barricades, Signs And Traffic Handling Mo 72.000 175 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 13,273.000 176 506 6011 Rock Filter Dams (Remove) Lf 9,759.000 177 506 6020 Construction Exits (Install) (Ty 1) Sy 7,118.000 178 506 6024 Construction Exits (Remove) Sy 7,118.000 179 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 665.000 180 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 1,994.000 181 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 2,659.000 182 508 6001 Constructing Detours Sy 188,807.000 183 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 46,487.000 184 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 4,332.000 185 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 100.000 186 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 343,838.000 187 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 8,183.000 188 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 260.000 189 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 59,552.000 190 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 17,397.000 191 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 13,165.000 192 512 6105 Pctb Move&Reset(f-Shape Or Sngl Slpty1 Lf 750.000 193 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 45,446.000 194 514 6003 Perm Ctb (Sgl Slope) (Ty 3) (42 ) Lf 2,498.000 195 514 6017 Perm Conc Trf Barr (Sgl Slp) (Ty 1 Spl) Lf 4,148.000 196 529 6002 Conc Curb (Ty Ii) Lf 15,511.000 197 529 6008 Conc Curb & Gutter (Ty Ii) Lf 15,935.000 198 530 6004 Driveways (Conc) Sy 233.000 199 531 6001 Conc Sidewalks (4") Sy 658.000 200 531 6005 Curb Ramps (Ty 2) Ea 3.000 201 531 6009 Curb Ramps (Ty 6) Ea 2.000 202 533 6005 Rumble Strips (Shoulder) Concrete Lf 182,620.000 203 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 49,628.000 204 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 83.000 205 540 6016 Downstream Anchor Terminal Section Ea 74.000 206 542 6001 Remove Metal Beam Guard Fence Lf 40,228.000 207 542 6002 Remove Terminal Anchor Section Ea 20.000 208 542 6003 Remove Downstream Anchor Terminal Ea 84.000 209 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 146.000 210 543 6002 Cable Barrier System (Tl-4) Lf 3,941.000 211 543 6020 Cable Barrier Terminal Section (Tl-4) Ea 6.000 212 543 6021 Remove Cable Barrier Lf 44,347.000 213 543 6022 Remove Cable Barrier Terminal Section Ea 45.000 214 544 6001 Guardrail End Treatment (Install) Ea 77.000 215 544 6003 Guardrail End Treatment (Remove) Ea 105.000 216 545 6003 Crash Cush Atten (Move & Reset) Ea 113.000 217 545 6005 Crash Cush Atten (Remove) Ea 23.000 218 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 16.000 219 545 6010 Crash Cush Atten (Instl)(l)(w)(Tl3) Ea 2.000 220 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 15.000 221 610 6008 Remove Rd Il Asm (Ctb Mount) Ea 23.000 222 610 6009 Remove Rd Il Asm (Trans-Base) Ea 101.000 223 610 6101 Replace Luminaire w/Led (150w Eq) Ea 10.000 224 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 12.000 225 613 6005 Hi Mst Il Pole (150 Ft)( 80 Mph) Ea 69.000 226 618 6023 Condt (Pvc) (Sch 40) (2") Lf 53,110.000 227 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 6,410.000 228 618 6029 Condt (Pvc) (Sch 40) (3") Lf 48,810.000 229 618 6030 Condt (Pvc) (Sch 40) (3") (Bore) Lf 9,685.000 230 618 6062 Condt (Rm) (3/4") Lf 1,900.000 231 618 6070 Condt (Rm) (2") Lf 1,635.000 232 618 6074 Condt (Rm) (3") Lf 2,425.000 233 620 6002 Elec Condr (No.14) Insulated Lf 47,070.000 234 620 6008 Elec Condr (No.8) Insulated Lf 150.000 235 620 6010 Elec Condr (No.6) Insulated Lf 58,100.000 236 620 6012 Elec Condr (No.4) Insulated Lf 49,970.000 237 620 6014 Elec Condr (No.3) Insulated Lf 116,675.000 238 620 6016 Elec Condr (No.2) Insulated Lf 13,500.000 239 624 6002 Ground Box Ty a (122311)w/Apron Ea 233.000 240 624 6028 Remove Ground Box Ea 45.000 241 628 6073 Elc Srv Ty a 240/480 100(Ns)Ss(e)Gc(o) Ea 6.000 242 628 6092 Elc Srv Ty a 240/480 125(Ns)Ss(e)Gc(o) Ea 2.000 243 628 6223 Elc Srv Ty d 120/240 100(Ns)Gs(n)Ex(o) Ea 4.000 244 628 6225 Elc Srv Ty d 120/240 100(Ns)Gs(n)Gc(o) Ea 5.000 245 636 6001 Aluminum Signs (Ty a) Sf 45.000 246 636 6002 Aluminum Signs (Ty g) Sf 1,503.000 247 636 6003 Aluminum Signs (Ty o) Sf 9,325.000 248 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 82.000 249 644 6002 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p-Bm) Ea 2.000 250 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 147.000 251 644 6017 In Sm Rd Sn Sup&Am Ty10bwg(2)Sa(p) Ea 1.000 252 644 6028 In Sm Rd Sn Sup&Am Tys80(1)Sa(p-Bm) Ea 2.000 253 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 26.000 254 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 68.000 255 644 6034 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-1ext) Ea 40.000 256 644 6035 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-2ext) Ea 1.000 257 644 6051 In Sm Rd Sn Sup&Am Tys80(2)Sa(p-Exal) Ea 19.000 258 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 6.000 259 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty s) Ea 8.000 260 644 6076 Remove Sm Rd Sn Sup&Am Ea 313.000 261 644 6077 Remove Brdg Mnt Clearance Sign Assm Ea 2.000 262 647 6001 Install Lrss (Struct Steel) Lb 6,911.000 263 647 6003 Remove Lrsa Ea 26.000 264 650 6028 Ins Oh Sn Sup(30 Ft Bal Tee) Ea 4.000 265 650 6030 Ins Oh Sn Sup(30 Ft Cant)(Circ Tube) Ea 21.000 266 650 6040 Ins Oh Sn Sup(35 Ft Cant)(Circ Tube) Ea 5.000 267 650 6047 Ins Oh Sn Sup(40 Ft Cant)(Circ Tube) Ea 2.000 268 650 6075 Ins Oh Sn Sup(65 Ft Brdg)(Circ Tube) Ea 1.000 269 650 6085 Ins Oh Sn Sup(75 Ft Brdg)(Circ Tube) Ea 2.000 270 650 6110 Ins Oh Sn Sup(100 Ft Brdg)(Circ Tube) Ea 1.000 271 650 6165 Ins Oh Sn Sup(155 Ft Brdg)(Circ Tube) Ea 3.000 272 650 6204 Remove Overhd Sign Sup Ea 10.000 273 650 6205 Remove Overhd Sign Sup (Sign Only) Ea 1.000 274 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 411.000 275 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 223.000 276 658 6027 Instl Del Assm (d-Sy)Sz (Brf)Ctb (Bi) Ea 556.000 277 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 531.000 278 658 6064 Instl Del Assm (d-Sy)Sz 1(Brf)Gf2 Ea 200.000 279 658 6080 Instl Del Assm (d-Sw)Sz 1(Wflx)Gnd Ea 133.000 280 658 6083 Instl Del Assm (d-Sw)Sz 1(Wflx)Srf Ea 120.000 281 658 6092 Instl Del Assm (d-Dw)Sz 1(Wflx)Gnd Ea 30.000 282 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 303,863.000 283 662 6061 Wk Zn Pav Mrk Remov (w)4"(Dot) Lf 19,889.000 284 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 383,888.000 285 662 6071 Wk Zn Pav Mrk Remov (w)8"(Sld) Lf 68,392.000 286 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 448,478.000 287 666 6005 Refl Pav Mrk Ty i (w)4"(Dot)(090mil) Lf 1,200.000 288 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 59,145.000 289 666 6038 Refl Pav Mrk Ty i (w)12"(Lndp)(090mil) Lf 10,361.000 290 666 6041 Refl Pav Mrk Ty i (w)12"(Sld)(090mil) Lf 19,484.000 291 666 6047 Refl Pav Mrk Ty i (w)24"(Sld)(090mil) Lf 764.000 292 666 6053 Refl Pav Mrk Ty i (w)(Arrow)(090mil) Ea 96.000 293 666 6062 Refl Pav Mrk Ty i(w)(Uturn Arw)(090mil) Ea 9.000 294 666 6071 Refl Pav Mrk Ty i(w)(Lndp Arw)(090mil) Ea 14.000 295 666 6074 Refl Pav Mrk Ty i (w)(Number)(090mil) Ea 18.000 296 666 6077 Refl Pav Mrk Ty i (w)(Word)(090mil) Ea 98.000 297 666 6101 Ref Pav Mrk Ty i(w)36"(Yld Tri)(090mil) Ea 26.000 298 666 6140 Refl Pav Mrk Ty i (y)12"(Sld)(090mil) Lf 7,474.000 299 666 6168 Refl Pav Mrk Ty Ii (w) 4" (Dot) Lf 1,173.000 300 666 6169 Refl Pav Mrk Ty Ii (w) 4" (Lndp) Lf 309.000 301 666 6170 Refl Pav Mrk Ty Ii (w) 4" (Sld) Lf 223,132.000 302 666 6171 Refl Pav Mrk Ty Ii (w) 6" (Brk) Lf 22,477.000 303 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 59,145.000 304 666 6179 Refl Pav Mrk Ty Ii (w) 12" (Lndp) Lf 10,361.000 305 666 6180 Refl Pav Mrk Ty Ii (w) 12" (Sld) Lf 19,219.000 306 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 764.000 307 666 6184 Refl Pav Mrk Ty Ii (w) (Arrow) Ea 96.000 308 666 6187 Refl Pav Mrk Ty Ii (w) (Uturn Arrow) Ea 9.000 309 666 6190 Refl Pav Mrk Ty Ii (w) (Lndp Arw) Ea 14.000 310 666 6191 Refl Pav Mrk Ty Ii (w) (Number) Ea 18.000 311 666 6192 Refl Pav Mrk Ty Ii (w) (Word) Ea 98.000 312 666 6197 Refl Pav Mrk Ty Ii (w) (Symbol) Ea 52.000 313 666 6199 Refl Pav Mrk Ty Ii (w) 36" (Yld Tri) Ea 26.000 314 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 236,282.000 315 666 6212 Refl Pav Mrk Ty Ii (y) 12" (Sld) Lf 7,474.000 316 666 6227 Pavement Sealer 10" Lf 67,470.000 317 666 6283 Ref Prof Pav Mrk Ty i(w)4"(Sld)(090mil) Lf 68,596.000 318 666 6287 Ref Prof Pav Mrk Ty i(y)4"(Sld)(090mil) Lf 69,231.000 319 666 6293 Ref Prof Pav Mrk Ty i(y)6"(Brk)(090mil) Lf 21,370.000 320 666 6302 Re Pm w/Ret Req Ty i (w)4"(Sld)(090mil) Lf 154,541.000 321 666 6305 Re Pm w/Ret Req Ty i (w)6"(Brk)(090mil) Lf 2,757.000 322 666 6308 Re Pm w/Ret Req Ty i (w)6"(Sld)(090mil) Lf 2,827.000 323 666 6314 Re Pm w/Ret Req Ty i (y)4"(Sld)(090mil) Lf 167,051.000 324 666 6320 Re Pm w/Ret Req Ty i (y)6"(Sld)(090mil) Lf 4,064.000 325 668 6010 Prefab Pav Mrk Ty b (w)(6")(Brk)Cntst Lf 67,470.000 326 668 6115 Prefab Pav Mrk Ty c (Multi) (Shield) Ea 52.000 327 672 6004 Plowable Refl Pav Mrkr Ty Ii-c-r Ea 194.000 328 672 6007 Refl Pav Mrkr Ty i-c Ea 480.000 329 672 6008 Refl Pav Mrkr Ty i-r Ea 504.000 330 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 38.000 331 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 9,277.000 332 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 461,737.000 333 677 6002 Elim Ext Pav Mrk & Mrks (6") Lf 7,648.000 334 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 2,935.000 335 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 75.000 336 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 3.000 337 678 6001 Pav Surf Prep For Mrk (4") Lf 834.000 338 678 6004 Pav Surf Prep For Mrk (8") Lf 49,272.000 339 678 6005 Pav Surf Prep For Mrk (10") Lf 67,470.000 340 678 6006 Pav Surf Prep For Mrk (12") Lf 32,931.000 341 678 6008 Pav Surf Prep For Mrk (24") Lf 744.000 342 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 95.000 343 678 6012 Pav Surf Prep For Mrk (Uturn Arr) Ea 9.000 344 678 6015 Pav Surf Prep For Mrk (Number) Ea 18.000 345 678 6016 Pav Surf Prep For Mrk (Word) Ea 90.000 346 678 6023 Pav Surf Prep For Mrk (36")(Yld Tri) Ea 26.000 347 678 6025 Pav Surf Prep For Mrks (Shield) Ea 52.000 348 678 6033 Pav Surf Prep For Mrk (Rpm) Ea 8,662.000 349 678 6034 Pav Surf Prep For Mrk (Blast Cln)(4") Lf 459,785.000 350 678 6035 Pav Surf Prep For Mrk (Blast Cln)(6") Lf 32,418.000 351 678 6036 Pav Surf Prep For Mrk (Blast Cln)(8") Lf 8,670.000 352 678 6037 Pav Surf Prep For Mrk (Blast Cln)(12") Lf 4,388.000 353 678 6038 Pav Surf Prep For Mrk (Blast Cln)(24") Lf 20.000 354 678 6039 Pv Surf Prep For Mrk (Blst Cln)(Arrws) Ea 14.000 355 678 6045 Pv Surf Prp For Mrk (Blst Cln)(Words) Ea 8.000 356 700 6003 Pothole Repair (Standard) Ton 1,000.000 357 738 6003 Cleaning / Sweeping (Outside Main Lane) Cyc 60.000 358 764 6001 Drain Inlet Cleaning Ea 25.000 359 2003 6001 Rmv, Stckpl, Clean, Relay Loose Aggrgt Sta 84.000 360 2017 6001 Rmv,Stckpl,Cln,Rely Lose Agrgt & Bldrs Sta 3.000 361 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 186,037.000 362 3076 6066 Tack Coat Gal 159,138.000 363 3077 6022 Sp Mixes Sp-c Sac-a Pg70-22 Ton 12,606.000 364 6001 6002 Portable Changeable Message Sign Ea 5.000 365 6007 6036 Fo Cbl (12 Smf) Lf 11,975.000 366 6007 6074 Fo Cbl (144 Smf) Lf 50,280.000 367 6007 6087 Fo Splice Enclosure (Type 1) Ea 17.000 368 6007 6094 Fiber Optic Fusion Splice Ea 1,752.000 369 6007 6096 Fiber Optic Patch Panel (12 Position) Ea 20.000 370 6008 6046 Its Grnd Mnt Cab (Ty 6) (Conf 2) (Rem) Ea 3.000 371 6010 6011 Cctv Field Equip (Digital) (Instl Only) Ea 12.000 372 6010 6013 Remove Cctv Field Equipment Ea 8.000 373 6016 6015 Fiber Optic Cable Road Marker Ea 148.000 374 6027 6003 Conduit (Prepare) Lf 18,315.000 375 6027 6008 Ground Box (Prepare) Ea 111.000 376 6028 6001 Install Dms (Pole Mtd Cabinet) Ea 4.000 377 6062 6043 Remove Its Radio Ea 9.000 378 6064 6046 Its Pole (55 Ft)(90 Mph) Ea 5.000 379 6064 6063 Its Pole (60 Ft)(Rem) Ea 20.000 380 6064 6091 Its Pole Mnt Cab (Ty 3)(Conf 1)(Rem) Ea 4.000 381 6064 6092 Its Pole Mnt Cab (Ty 3)(Conf 2) Ea 5.000 382 6116 6001 Relocate Existing Its Equipment Ea 1.000 383 6133 6002 Remove Drum Sign Assembly Ea 7.000 384 6137 6004 Installation Of Fes Ea 20.000 385 6156 6001 Led Hi Mst Il Asm (6 Fixt)(Sym)(Ty s) Ea 4.000 386 6156 6002 Led Hi Mst Il Asm (6 Fixt)(Asym)(Ty a) Ea 62.000 387 6156 6006 Replc Led Hi Mst Il(6 Fixt)(Asym)(Ty a) Ea 9.000 388 6156 6009 Led Hi Mst Il Am(6 Fixt)Asym(Ty a)Shld Ea 3.000 389 6162 6007 Relocate High Mast Lighting (150 Ft) Ea 2.000 390 6163 6001 Remove Existing Cables (Fiber) Lf 69,815.000 391 6163 6002 Remove Existing Cables (Power) Lf 12,915.000 392 6185 6002 Tma (Stationary) Day 200.000 393 6185 6005 Tma (Mobile Operation) Day 50.000 394 6186 6018 Its Gnd Box (Poly) Ty 1 (243648)w/Aprn Ea 96.000 395 6186 6024 Its Gnd Box (Poly) Ty 2 (366048)w/Aprn Ea 3.000 396 6227 6002 Solar Powered Led Roadside Sign Ea 68.000 397 6304 6003 Its Rvsd (Dc Only) (Install Only) Ea 12.000 398 6304 6007 Its Rvsd (Dc Only) (Remove) Ea 7.000 399 6322 6001 Color Dms (Pole Mnt Cabinet) Ea 4.000 400 6331 6001 Remove Dynamic Message Sign System Ea 5.000 401 6377 6001 System Integration Ls 1.000 402 7016 6005 Water Main (Pvc)(c-900)(12") Lf 400.000 403 7016 6021 Aband/Fill Exist Water Pipe (12") Lf 400.000 404 7016 6033 Additional Fittings Lb 2,000.000 405 7016 6053 San Sewer Pipe (Pvc)(Sdr-35)(15") Lf 453.000 406 7016 6061 San Sewer Manhole (48 In)(6 Ft) Ea 2.000 407 7016 6063 San Sewer Manhole (48 In)(Extra Depth) Lf 12.000 408 7016 6066 Remove Existing Manhole Ea 6.000 409 7016 6073 Aband/Fill Exist San Sewer Pipe (12") Lf 450.000 410 7016 6074 Aband/Fill Exist San Sewer Pipe (15") Lf 510.000 411 7016 6145 Casing (Steel) (36 In)(Bored Or Tunnel) Lf 371.000 412 7017 6054 Manholes (Sanitary Sewer) Drop (4' Dia) Ea 1.000 413 7017 6071 Jck Bor Or Tun Csng(Stl)(San Swr)(30in) Lf 440.000 414 7017 6101 Tie Exist Sanitary Sewer To Prop Mh Ea 2.000 415 7017 6114 Remove Exist San Swr Pipe (12") Lf 200.000 416

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.