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Last Updated 09/02/2021 02:37 AM
Project Title

SH 6 - Construct Ramps

Physical Address View project details and contacts
City, State (County) TX   (McLennan County)
Category(s) Heavy and Highway
Sub-Category(s) Sidewalks/Parking Lot
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $45,600,328
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 103.000 1 104 6001 Removing Conc (Pav) Sy 6,395.000 2 104 6009 Removing Conc (Riprap) Sy 2,099.000 3 104 6017 Removing Conc (Driveways) Sy 1,942.000 4 104 6021 Removing Conc (Curb) Lf 320.000 5 104 6022 Removing Conc (Curb And Gutter) Lf 4,259.000 6 104 6027 Removing Conc (Appr Slab) Sy 736.000 7 105 6011 Removing Stab Base And Asph Pav (2"-6") Sy 106,244.000 8 105 6043 Removing Stab Base & Asph Pav (0-6") Sy 2,981.000 9 110 6001 Excavation (Roadway) Cy 146,073.000 10 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 173,817.000 11 162 6002 Block Sodding Sy 99,139.000 12 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 99,139.000 13 168 6001 Vegetative Watering Mg 1,610.000 14 169 6003 Soil Retention Blankets (Cl 1) (Ty C) Sy 99,139.000 15 247 6053 Fl Bs (Cmp In Plc)(Tyd Gr1-2)(Fnal Pos) Cy 62,812.000 16 260 6016 Lime (Hyd, Com, Or Qk(Slurry)) Ton 6,567.000 17 260 6079 Lime Trt (Subgrade)(6") Sy 7,348.000 18 260 6084 Lime Trt (Subgrade)(12") Sy 198,998.000 19 310 6027 Prime Coat(Mc-30 Or Ae-P) Gal 37,314.000 20 316 6022 Asph (Crs-2) Gal 84,796.000 21 316 6397 Aggr(Ty-D Gr-4 Or Ty-L Gr-4) Cy 1,396.000 22 346 6002 Stone-Mtrx-Asph Sma-C Sac-A Pg76-22 Ton 20,785.000 23 354 6045 Plane Asph Conc Pav (2") Sy 16,291.000 24 360 6002 Conc Pvmt (Cont Reinf - Crcp) (8") Sy 6,670.000 25 400 6005 Cem Stabil Bkfl Cy 2,994.000 26 401 6001 Flowable Backfill Cy 1,659.000 27 402 6001 Trench Excavation Protection Lf 8,905.000 28 403 6001 Temporary Spl Shoring Sf 555.000 29 416 6001 Drill Shaft (18 In) Lf 641.000 30 416 6003 Drill Shaft (30 In) Lf 624.000 31 416 6004 Drill Shaft (36 In) Lf 5,572.000 32 416 6005 Drill Shaft (42 In) Lf 22.000 33 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 98.000 34 416 6020 Drill Shaft (Sign Mts) (36 In) Lf 540.000 35 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 230.000 36 416 6030 Drill Shaft (Trf Sig Pole) (24 In) Lf 42.000 37 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 28.000 38 420 6014 Cl C Conc (Abut)(Hpc) Cy 584.600 39 420 6030 Cl C Conc (Cap)(Hpc) Cy 485.000 40 420 6038 Cl C Conc (Column)(Hpc) Cy 525.100 41 420 6066 Cl C Conc (Rail Foundation) Cy 1,402.000 42 420 6073 Cl C Conc (Curb Outlet) (Ty Ii) Ea 2.000 43 420 6074 Cl C Conc (Misc) Cy 4.000 44 422 6001 Reinf Conc Slab Sf 66,010.000 45 422 6005 Reinf Conc Slab (Box Beam) Sf 106,197.000 46 422 6015 Approach Slab Cy 1,058.100 47 422 6023 Shear Key Cy 1,070.300 48 423 6001 Retaining Wall (Mse) Sf 88,816.000 49 423 6005 Retaining Wall (Spread Footing) Sf 2,135.000 50 425 6006 Prestr Conc Box Beam (5b34) Lf 3,384.000 51 425 6007 Prestr Conc Box Beam (4b40) Lf 5,018.270 52 425 6008 Prestr Conc Box Beam (5b40) Lf 13,442.640 53 425 6039 Prestr Conc Girder (Tx54) Lf 8,574.780 54 432 6001 Riprap (Conc)(4 In) Cy 759.800 55 432 6002 Riprap (Conc)(5 In) Cy 424.000 56 432 6008 Riprap (Conc)(Cl B)(Rr8&Rr9) Cy 1,486.000 57 432 6009 Riprap (Conc) (Cl B) (4") Cy 936.000 58 432 6033 Riprap (Stone Protection)(18 In) Cy 155.000 59 432 6045 Riprap (Mow Strip)(4 In) Cy 452.000 60 438 6009 Cleaning Existing Joints Lf 225.000 61 442 6007 Str Steel (Misc Non - Bridge) Lb 2,650.000 62 450 6023 Rail (Ty Sstr) Lf 19,685.600 63 450 6030 Rail (Ty C221) Lf 1,387.000 64 450 6054 Rail (Ty Sstr) (W/Drain Slots) Lf 286.000 65 454 6018 Sealed Expansion Joint (4 In) (Sej - M) Lf 1,006.000 66 462 6005 Conc Box Culv (4 Ft X 4 Ft) Lf 16.000 67 462 6007 Conc Box Culv (5 Ft X 3 Ft) Lf 15.000 68 462 6011 Conc Box Culv (6 Ft X 4 Ft) Lf 373.000 69 462 6019 Conc Box Culv (8 Ft X 4 Ft) Lf 84.000 70 462 6049 Conc Box Culv (4 Ft X 4 Ft)(Extend) Lf 13.000 71 462 6052 Conc Box Culv (5 Ft X 4 Ft)(Extend) Lf 19.000 72 462 6053 Conc Box Culv (5 Ft X 5 Ft)(Extend) Lf 36.000 73 462 6174 Conc Box Culvert (4 Ft X 5 Ft)(Extend) Lf 5.000 74 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,054.000 75 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 8,127.000 76 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 998.000 77 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 718.000 78 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 120.000 79 464 6018 Rc Pipe (Cl Iv)(24 In) Lf 127.000 80 464 6020 Rc Pipe (Cl Iv)(36 In) Lf 317.000 81 464 6022 Rc Pipe (Cl Iv)(48 In) Lf 341.000 82 465 6002 Manh (Compl)(Prm)(48in) Ea 11.000 83 465 6013 Inlet (Compl)(Pco)(3ft)(None) Ea 16.000 84 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 8.000 85 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 3.000 86 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 6.000 87 465 6017 Inlet (Compl)(Pco)(4ft)(None) Ea 5.000 88 465 6018 Inlet (Compl)(Pco)(4ft)(Left) Ea 1.000 89 465 6019 Inlet (Compl)(Pco)(4ft)(Right) Ea 1.000 90 465 6020 Inlet (Compl)(Pco)(4ft)(Both) Ea 2.000 91 465 6027 Inlet (Compl)(Pco)(6ft)(Right) Ea 1.000 92 465 6028 Inlet (Compl)(Pco)(6ft)(Both) Ea 3.000 93 465 6029 Inlet (Compl)(Pcu)(3ft)(None) Ea 14.000 94 465 6030 Inlet (Compl)(Pcu)(3ft)(Left) Ea 1.000 95 465 6031 Inlet (Compl)(Pcu)(3ft)(Right) Ea 1.000 96 465 6032 Inlet (Compl)(Pcu)(3ft)(Both) Ea 8.000 97 465 6036 Inlet (Compl)(Pcu)(4ft)(Both) Ea 1.000 98 465 6039 Inlet (Compl)(Pcu)(5ft)(Right) Ea 2.000 99 465 6040 Inlet (Compl)(Pcu)(5ft)(Both) Ea 3.000 100 465 6045 Inlet (Compl)(Pmbd)(4ft) Ea 3.000 101 465 6048 Inlet (Compl)(Pod)(Fg)(3ftx3ft) Ea 3.000 102 465 6049 Inlet (Compl)(Pod)(Fg)(4ftx4ft) Ea 3.000 103 465 6051 Inlet (Compl)(Pod)(Sfg)(3ftx3ft) Ea 9.000 104 465 6052 Inlet (Compl)(Pod)(Sfg)(4ftx4ft) Ea 1.000 105 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 8.000 106 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 2.000 107 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 7.000 108 465 6160 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-4ftx4ft) Ea 1.000 109 465 6162 Inlet(Compl)(Pazd)(Fg)(5ftx5ft-4ftx4ft) Ea 1.000 110 466 6171 Wingwall (Pw - 1) (Hw=10 Ft) Ea 1.000 111 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 5.000 112 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 1.000 113 466 6184 Wingwall (Pw - 1) (Hw=9 Ft) Ea 1.000 114 467 6356 Set (Ty Ii) (18 In) (Rcp) (3: 1) (C) Ea 1.000 115 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (C) Ea 4.000 116 467 6359 Set (Ty Ii) (18 In) (Rcp) (4: 1) (P) Ea 14.000 117 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 1.000 118 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (C) Ea 1.000 119 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (C) Ea 3.000 120 467 6391 Set (Ty Ii) (24 In) (Rcp) (4: 1) (P) Ea 4.000 121 467 6448 Set (Ty Ii) (36 In) (Rcp) (3: 1) (C) Ea 1.000 122 479 6002 Adjusting Inlets Ea 1.000 123 480 6001 Clean Exist Culverts Ea 3.000 124 496 6002 Remov Str (Inlet) Ea 20.000 125 496 6004 Remov Str (Set) Ea 26.000 126 496 6005 Remov Str (Wingwall) Ea 16.000 127 496 6006 Remov Str (Headwall) Ea 18.000 128 496 6007 Remov Str (Pipe) Lf 3,025.000 129 496 6008 Remov Str (Box Culvert) Lf 60.000 130 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 4.000 131 500 6001 Mobilization Ls 1.000 132 502 6001 Barricades, Signs And Traffic Handling Mo 45.000 133 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 354.000 134 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 315.000 135 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 234.000 136 506 6011 Rock Filter Dams (Remove) Lf 903.000 137 506 6020 Construction Exits (Install) (Ty 1) Sy 1,326.000 138 506 6024 Construction Exits (Remove) Sy 1,326.000 139 506 6038 Temp Sedmt Cont Fence (Install) Lf 9,405.000 140 506 6039 Temp Sedmt Cont Fence (Remove) Lf 9,405.000 141 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 2,011.000 142 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 2,011.000 143 508 6001 Constructing Detours Sy 4,845.000 144 512 6013 Port Ctb (Des Source)(Sgl Slp)(Ty 1) Lf 1,830.000 145 512 6021 Port Ctb (Des Source)(Low Prof)(Ty 1) Lf 5,800.000 146 512 6022 Port Ctb (Des Source)(Low Prof)(Ty 2) Lf 140.000 147 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 630.000 148 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 13,910.000 149 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 480.000 150 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 1,470.000 151 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 5,800.000 152 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 140.000 153 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 5,305.000 154 514 6003 Perm Ctb (Sgl Slope) (Ty 3) (42 ) Lf 240.000 155 529 6005 Conc Curb (Mono) (Ty Ii) Lf 741.000 156 529 6008 Conc Curb & Gutter (Ty Ii) Lf 20,505.000 157 530 6005 Driveways (Acp) Sy 1,827.000 158 530 6017 Driveways (Conc) (Hes) Sy 2,594.000 159 533 6003 Rumble Strips (Shoulder) Asphalt Lf 16,430.000 160 540 6002 Mtl W-Beam Gd Fen (Steel Post) Lf 5,450.000 161 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 31.000 162 540 6016 Downstream Anchor Terminal Section Ea 18.000 163 542 6001 Remove Metal Beam Guard Fence Lf 9,525.000 164 542 6002 Remove Terminal Anchor Section Ea 20.000 165 542 6003 Remove Downstream Anchor Terminal Ea 1.000 166 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 11.000 167 543 6002 Cable Barrier System (Tl-4) Lf 971.000 168 543 6020 Cable Barrier Terminal Section (Tl-4) Ea 4.000 169 543 6021 Remove Cable Barrier Lf 5,802.000 170 543 6022 Remove Cable Barrier Terminal Section Ea 4.000 171 544 6001 Guardrail End Treatment (Install) Ea 23.000 172 544 6003 Guardrail End Treatment (Remove) Ea 24.000 173 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 174 545 6005 Crash Cush Atten (Remove) Ea 2.000 175 545 6013 Crash Cush Atten (Instl)(R)(N)(Tl3) Ea 9.000 176 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 2.000 177 550 6008 Chain Link Fence (Install) (8') Lf 1,410.000 178 610 6004 Relocate Rd Il Asm (Trans-Base) Ea 2.000 179 610 6009 Remove Rd Il Asm (Trans-Base) Ea 2.000 180 610 6104 In Rd Il (U/P) (Ty 1) (150w Eq) Led Ea 12.000 181 610 6198 In Rd Il (Ty Sa) 40b-8 (250w Eq) Led Ea 2.000 182 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 21.000 183 618 6023 Condt (Pvc) (Sch 40) (2") Lf 7,159.000 184 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 508.000 185 618 6029 Condt (Pvc) (Sch 40) (3") Lf 377.000 186 618 6030 Condt (Pvc) (Sch 40) (3") (Bore) Lf 981.000 187 618 6033 Condt (Pvc) (Sch 40) (4") Lf 872.000 188 618 6046 Condt (Pvc) (Sch 80) (2") Lf 325.000 189 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 4,588.000 190 618 6053 Condt (Pvc) (Sch 80) (3") Lf 40.000 191 618 6064 Condt (Rm) (1") Lf 359.000 192 618 6074 Condt (Rm) (3") Lf 644.000 193 620 6002 Elec Condr (No.14) Insulated Lf 3,970.000 194 620 6004 Elec Condr (No.12) Insulated Lf 45.000 195 620 6007 Elec Condr (No.8) Bare Lf 8,853.000 196 620 6008 Elec Condr (No.8) Insulated Lf 19,476.000 197 620 6009 Elec Condr (No.6) Bare Lf 1,858.000 198 620 6010 Elec Condr (No.6) Insulated Lf 680.000 199 624 6002 Ground Box Ty A (122311)W/Apron Ea 31.000 200 624 6008 Ground Box Ty C (162911)W/Apron Ea 6.000 201 624 6009 Ground Box Ty D (162922) Ea 5.000 202 624 6010 Ground Box Ty D (162922)W/Apron Ea 4.000 203 624 6028 Remove Ground Box Ea 13.000 204 628 6041 Elc Srv Ty A 240/480 060(Ns)Ss(E)Gc(O) Ea 1.000 205 628 6115 Elc Srv Ty D 120/240 060(Ns)Al(E)Ps(U) Ea 1.000 206 636 6001 Aluminum Signs (Ty A) Sf 208.250 207 636 6002 Aluminum Signs (Ty G) Sf 709.000 208 636 6003 Aluminum Signs (Ty O) Sf 1,843.500 209 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 65.000 210 644 6002 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P-Bm) Ea 2.000 211 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 29.000 212 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(U) Ea 5.000 213 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(P) Ea 1.000 214 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(T) Ea 7.000 215 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(U) Ea 3.000 216 644 6034 In Sm Rd Sn Sup&Am Tys80(1)Sa(U-1ext) Ea 2.000 217 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty N) Ea 3.000 218 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty S) Ea 3.000 219 644 6076 Remove Sm Rd Sn Sup&Am Ea 89.000 220 647 6001 Install Lrss (Struct Steel) Lb 1,823.200 221 647 6003 Remove Lrsa Ea 9.000 222 650 6028 Ins Oh Sn Sup(30 Ft Bal Tee) Ea 1.000 223 650 6048 Ins Oh Sn Sup(40 Ft Cant)(Span Only) Ea 1.000 224 650 6069 Ins Oh Sn Sup(60 Ft Brdg) Ea 1.000 225 650 6089 Ins Oh Sn Sup(80 Ft Brdg) Ea 1.000 226 650 6109 Ins Oh Sn Sup(100 Ft Brdg) Ea 1.000 227 650 6171 Ins Oh Sn Sup(165 Ft Brdg) Ea 1.000 228 650 6204 Remove Overhd Sign Sup Ea 2.000 229 650 6205 Remove Overhd Sign Sup (Sign Only) Ea 3.000 230 658 6013 Instl Del Assm (D-Sw)Sz (Brf)Ctb Ea 55.000 231 658 6026 Instl Del Assm (D-Sy)Sz (Brf)Ctb Ea 54.000 232 658 6027 Instl Del Assm (D-Sy)Sz (Brf)Ctb (Bi) Ea 57.000 233 658 6061 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2 Ea 57.000 234 658 6064 Instl Del Assm (D-Sy)Sz 1(Brf)Gf2 Ea 51.000 235 658 6080 Instl Del Assm (D-Sw)Sz 1(Wflx)Gnd Ea 37.000 236 658 6096 Instl Del Assm (D-Dy)Sz 1(Yflx)Srf Ea 16.000 237 662 6052 Wk Zn Pav Mrk Remov (Refl) Ty Ii-C-R Ea 92.000 238 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 1,950.000 239 662 6062 Wk Zn Pav Mrk Remov (W)4"(Lndp) Lf 483.000 240 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 36,280.000 241 662 6071 Wk Zn Pav Mrk Remov (W)8"(Sld) Lf 1,469.000 242 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 34,299.000 243 666 6033 Refl Pav Mrk Ty I (W)8"(Lndp)(100mil) Lf 1,056.000 244 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 4,505.000 245 666 6039 Refl Pav Mrk Ty I (W)12"(Lndp)(100mil) Lf 897.000 246 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 1,950.000 247 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 45.000 248 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 27.000 249 666 6063 Refl Pav Mrk Ty I(W)(Uturn Arw)(100mil) Ea 4.000 250 666 6072 Refl Pav Mrk Ty I(W)(Lndp Arw)(100mil) Ea 4.000 251 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 23.000 252 666 6081 Refl Pav Mrk Ty I(W)(Entr Gore)(100mil) Ea 6.000 253 666 6084 Refl Pav Mrk Ty I(W)(Exit Gore)(100mil) Ea 10.000 254 666 6099 Ref Pav Mrk Ty I(W)18"(Yld Tri)(100mil) Ea 28.000 255 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 5,290.000 256 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 26,221.000 257 666 6171 Refl Pav Mrk Ty Ii (W) 6" (Brk) Lf 4,790.000 258 666 6174 Refl Pav Mrk Ty Ii (W) 6" (Sld) Lf 20,569.000 259 666 6177 Refl Pav Mrk Ty Ii (W) 8" (Lndp) Lf 1,056.000 260 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 4,505.000 261 666 6179 Refl Pav Mrk Ty Ii (W) 12" (Lndp) Lf 897.000 262 666 6180 Refl Pav Mrk Ty Ii (W) 12" (Sld) Lf 1,950.000 263 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 45.000 264 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 27.000 265 666 6187 Refl Pav Mrk Ty Ii (W) (Uturn Arrow) Ea 4.000 266 666 6190 Refl Pav Mrk Ty Ii (W) (Lndp Arw) Ea 4.000 267 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 23.000 268 666 6193 Refl Pav Mrk Ty Ii (W) (Entr Gore) Ea 6.000 269 666 6194 Refl Pav Mrk Ty Ii (W) (Exit Gore) Ea 10.000 270 666 6198 Refl Pav Mrk Ty Ii (W) 18" (Yld Tri) Ea 28.000 271 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 29,185.000 272 666 6210 Refl Pav Mrk Ty Ii (Y) 6" (Sld) Lf 17,844.000 273 666 6224 Pavement Sealer 4" Lf 6,640.000 274 666 6225 Pavement Sealer 6" Lf 5,345.000 275 666 6226 Pavement Sealer 8" Lf 114.000 276 666 6228 Pavement Sealer 12" Lf 664.000 277 666 6300 Re Pm W/Ret Req Ty I (W)4"(Brk)(100mil) Lf 5,290.000 278 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 26,221.000 279 666 6306 Re Pm W/Ret Req Ty I (W)6"(Brk)(100mil) Lf 4,790.000 280 666 6309 Re Pm W/Ret Req Ty I (W)6"(Sld)(100mil) Lf 20,569.000 281 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 29,185.000 282 666 6321 Re Pm W/Ret Req Ty I (Y)6"(Sld)(100mil) Lf 17,844.000 283 666 6344 Ref Prof Pav Mrk Ty I(Y)4"(Brk)(100mil) Lf 260.000 284 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 26.000 285 672 6010 Refl Pav Mrkr Ty Ii-C-R Ea 1,144.000 286 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 11,975.000 287 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 284.000 288 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 7.000 289 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 3.000 290 678 6001 Pav Surf Prep For Mrk (4") Lf 6,640.000 291 678 6002 Pav Surf Prep For Mrk (6") Lf 5,345.000 292 678 6004 Pav Surf Prep For Mrk (8") Lf 114.000 293 678 6006 Pav Surf Prep For Mrk (12") Lf 664.000 294 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 10.000 295 678 6016 Pav Surf Prep For Mrk (Word) Ea 5.000 296 680 6002 Install Hwy Trf Sig (Isolated) Ea 1.000 297 680 6004 Removing Traffic Signals Ea 1.000 298 682 6001 Veh Sig Sec (12")Led(Grn) Ea 4.000 299 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 6.000 300 682 6003 Veh Sig Sec (12")Led(Yel) Ea 4.000 301 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 6.000 302 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 4.000 303 682 6017 Ped Sig Sec (Led)(2 Indications) Ea 8.000 304 682 6051 Backplate W/Refl Brdr(3 Sec)Alum Ea 4.000 305 682 6052 Backplate W/Refl Brdr(4 Sec)Alum Ea 4.000 306 684 6007 Trf Sig Cbl (Ty A)(12 Awg)(2 Condr) Lf 5,007.000 307 684 6031 Trf Sig Cbl (Ty A)(14 Awg)(5 Condr) Lf 5,179.000 308 684 6042 Trf Sig Cbl (Ty A)(14 Awg)(16 Condr) Lf 3,309.000 309 686 6037 Ins Trf Sig Pl Am(S)1 Arm(36') Ea 1.000 310 686 6039 Ins Trf Sig Pl Am(S)1 Arm(36')Lum Ea 1.000 311 687 6001 Ped Pole Assembly Ea 7.000 312 688 6001 Ped Detect Push Button (Aps) Ea 7.000 313 688 6003 Ped Detector Controller Unit Ea 1.000 314 690 6038 Removal Of Control Cabinet(Grnd Mnt) Ea 1.000 315 690 6039 Replace Of Control Cabinet(Grnd Mnt) Ea 1.000 316 740 6005 Anti - Graffiti Coatng(Permnent-Ty Iii) Sf 73,371.000 317 772 6001 Post And Cable Fence (Removal) Lf 656.000 318 3076 6001 D-Gr Hma Ty-B Pg64-22 Ton 41,631.000 319 3076 6066 Tack Coat Gal 44,377.000 320 6001 6001 Portable Changeable Message Sign Day 180.000 321 6001 6002 Portable Changeable Message Sign Ea 2.000 322 6007 6012 Fiber Optic Cbl (Sngle-Mode)(24 Fiber) Lf 3,930.000 323 6007 6019 Fiber Optic Pigtail (6 Fiber) Lf 70.000 324 6007 6021 Fiber Optic Splice Enclosure Ea 6.000 325 6007 6023 Fiber Optic Patch Panel (12 Position) Ea 2.000 326 6007 6026 Fiber Optic Cable Road Marker Ea 5.000 327 6010 6002 Cctv Field Equipment (Digital) Ea 1.000 328 6010 6003 Cctv Field Controller Ea 1.000 329 6010 6004 Cctv Mount (Pole) Ea 1.000 330 6016 6010 Its Multi-Duct Cnd (Pvc-80) Lf 3,485.000 331 6016 6011 Its Multi-Duct Cnd (Pvc-80)(Bore) Lf 445.000 332 6028 6002 Install Dms (Foundation Mtd Cabinet) Ea 1.000 333 6064 6019 Its Pole (40 Ft)(90 Mph) Ea 1.000 334 6064 6072 Its Pole Mnt Cab (Ty 1)(Conf 1) Ea 1.000 335 6185 6002 Tma (Stationary) Day 30.000 336 6185 6003 Tma (Mobile Operation) Hr 40.000 337 6186 6006 Its Gnd Box(Pcast) Ty 1 (243660)W/Aprn Ea 4.000 338 6186 6012 Its Gnd Box(Pcast) Ty 2 (366060)W/Aprn Ea 2.000 339 6306 6001 Vivds Prosr Sys Ea 1.000 340 6306 6002 Vivds Cam Assy Fxd Lns Ea 6.000 341 6306 6005 Vivds Cntrl Software Ea 1.000 342 6306 6007 Vivds Cabling Lf 3,655.000 343

Details

Division 31 - Earthwork, Earthwork Methods.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.

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