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Last Updated 05/27/2022 04:00 AM
Project Title

IH 10 - Widen Road - Add Lanes

Physical Address View project details and contacts
City, State (County) TX   (Jefferson 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 $265,234,022
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

104 6001 Removing Conc (Pav) Sy 217,470.000 1 104 6009 Removing Conc (Riprap) Sy 14,181.000 2 104 6011 Removing Conc (Medians) Sy 8,326.000 3 104 6017 Removing Conc (Driveways) Sy 4,865.000 4 104 6040 Removing Conc (Pavers) Sy 833.000 5 104 6047 Removing Conc (Inter Art Conc Blocks) Sy 5,290.000 6 104 6054 Removing Concrete(Mow Strip) Lf 16,132.000 7 105 6015 Removing Stab Base & Asph Pav (8"-10") Sy 24,611.000 8 105 6018 Removing Stab Base And Asph Pav (7") Sy 98,706.000 9 105 6036 Removing Stab Base & Asph Pav(15"-20") Sy 123,554.000 10 105 6105 Removing Stab Base And Asph Pav(15") Sy 60,263.000 11 110 6001 Excavation (Roadway) Cy 541,116.400 12 110 6002 Excavation (Channel) Cy 49,433.000 13 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 310,604.500 14 132 6008 Embankment (Final)(Dens Cont)(Ty d) Cy 1,666.000 15 132 6056 Embankment (Final)(Ord Comp)(Ty c2)(Ds) Cy 144,646.000 16 160 6003 Furnishing And Placing Topsoil (4") Sy 680,559.000 17 161 6017 Compost Manuf Topsoil (4") Sy 50,615.000 18 162 6002 Block Sodding Sy 20,152.000 19 162 6003 Straw Or Hay Mulch Sy 50,985.000 20 164 6009 Broadcast Seed (Temp) (Warm) Sy 680,559.000 21 164 6011 Broadcast Seed (Temp) (Cool) Sy 680,559.000 22 164 6021 Cell Fbr Mlch Seed(Perm)(Rural)(Sandy) Sy 680,559.000 23 164 6066 Drill Seeding (Perm)(Warm Or Cool) Sy 50,985.000 24 166 6001 Fertilizer Ac 14.700 25 168 6001 Vegetative Watering Mg 53,514.500 26 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 127,891.000 27 216 6001 Proof Rolling Hr 500.000 28 247 6041 Fl Bs (Cmp In Plc)(Tya Gr1-2)(Fnal Pos) Cy 42,440.000 29 260 6079 Lime Trt (Subgrade)(6") Sy 322,530.000 30 276 6181 Cem Trt(Plnt Mx) (Cl l)(Tyd)(Gr1-2)(6") Sy 322,530.000 31 354 6045 Plane Asph Conc Pav (2") Sy 36,102.000 32 360 6004 Conc Pvmt (Cont Reinf - Crcp) (10") Sy 109,702.000 33 360 6009 Conc Pvmt (Cont Reinf - Crcp) (15") Sy 194,063.000 34 360 6043 Conc Pvmt (Cont Reinf)(Fast Trk)(13") Sy 7,043.000 35 400 6005 Cem Stabil Bkfl Cy 26,803.500 36 400 6006 Cut & Restoring Pav Sy 400.000 37 400 6007 Cut & Restore Conc Paving Sy 604.500 38 400 6009 Cement Stab Backfill (Inlet Or Mh) Cy 3,360.750 39 400 6011 Sand Backfill Cy 21,034.000 40 401 6001 Flowable Backfill Cy 1,800.000 41 402 6001 Trench Excavation Protection Lf 34,056.000 42 403 6001 Temporary Spl Shoring Sf 367,818.000 43 405 6002 Foundation Load Test (d4945) (Pile) Ea 6.000 44 409 6002 Prestr Conc Pil (18 In Sq) Lf 549,414.000 45 409 6004 Prestr Conc Pil (24 In Sq) Lf 9,556.000 46 416 6002 Drill Shaft (24 In) Lf 1,233.000 47 416 6004 Drill Shaft (36 In) Lf 18,586.000 48 416 6006 Drill Shaft (48 In) Lf 14,572.000 49 416 6007 Drill Shaft (54 In) Lf 54,516.000 50 416 6008 Drill Shaft (60 In) Lf 11,011.000 51 416 6010 Drill Shaft (72 In) Lf 540.000 52 416 6011 Drill Shaft (78 In) Lf 720.000 53 416 6012 Drill Shaft (84 In) Lf 720.000 54 416 6015 Drill Shaft (Non - Reinforced) (12 In) Lf 18.000 55 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 33.000 56 416 6020 Drill Shaft (Sign Mts) (36 In) Lf 334.000 57 416 6021 Drill Shaft (Sign Mts) (42 In) Lf 1,112.000 58 416 6023 Drill Shaft (Sign Mts) (54 In) Lf 249.000 59 416 6026 Drill Shaft (High Mast Pole) (60 In) Lf 931.000 60 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 3,564.800 61 416 6030 Drill Shaft (Trf Sig Pole) (24 In) Lf 136.800 62 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 148.000 63 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 43.800 64 420 6010 Cl a Conc (Plug) Ea 7.000 65 420 6013 Cl c Conc (Abut) Cy 1,207.500 66 420 6029 Cl c Conc (Cap) Cy 7,560.910 67 420 6037 Cl c Conc (Column) Cy 7,028.000 68 420 6039 Cl c Conc (Column)(Mass) Cy 354.100 69 420 6043 Cl c Conc (Footing) Cy 466.100 70 420 6045 Cl c Conc (Footing)(Mass) Cy 4,928.400 71 420 6066 Cl c Conc (Rail Foundation) Cy 217.000 72 420 6071 Cl c Conc (Collar) Ea 7.000 73 420 6074 Cl c Conc (Misc) Cy 12,762.300 74 420 6077 Cl e Conc (Seal Slab)(Non-Reinf) Cy 97.800 75 420 6082 Cl f Conc (Cap) Cy 1,358.900 76 420 6084 Cl f Conc (Cap)(Mass) Cy 462.200 77 420 6100 Cl f Conc (Footing)(Mass) Cy 1,125.200 78 422 6001 Reinf Conc Slab Sf 1,282,108.100 79 422 6013 Bridge Sidewalk Sf 19,042.000 80 422 6015 Approach Slab Cy 7,136.800 81 423 6001 Retaining Wall (Mse) Sf 186,724.000 82 423 6008 Retaining Wall (Cast - In - Place) Sf 24,473.000 83 425 6035 Prestr Conc Girder (Tx28) Lf 5,913.900 84 425 6036 Prestr Conc Girder (Tx34) Lf 3,675.410 85 425 6038 Prestr Conc Girder (Tx46) Lf 1,075.980 86 425 6039 Prestr Conc Girder (Tx54) Lf 140,714.070 87 427 6002 Concrete Paint Finish Sf 161,366.000 88 427 6003 Opaque Sealer Finish Sf 161,366.000 89 432 6001 Riprap (Conc)(4 In) Cy 283.220 90 432 6002 Riprap (Conc)(5 In) Cy 1,296.700 91 432 6006 Riprap (Conc)(Cl b) Cy 8.750 92 432 6008 Riprap (Conc)(Cl b)(Rr8&Rr9) Cy 467.500 93 432 6009 Riprap (Conc) (Cl b) (4") Cy 837.500 94 432 6010 Riprap (Conc)(Cl b)(5 In) Cy 144.600 95 432 6029 Riprap (Stone Common)(Grout)(8 In) Cy 1,376.000 96 432 6045 Riprap (Mow Strip)(4 In) Cy 340.000 97 434 6007 Elastomeric Bearing (Ee5) Ea 20.000 98 434 6035 Elastomeric Bearing (f7) Ea 10.000 99 442 6001 Str Steel (Plate Girder) Lb 1,871,616.000 100 442 6007 Str Steel (Misc Non - Bridge) Lb 2,671.000 101 442 6008 Str Steel (Miscellaneous Bridge) Lb 76,492.000 102 442 6009 Str Steel (Diaphragm & Stiffener) Lb 180,648.000 103 442 6010 Str Steel (Shear Connector) Lb 10,234.000 104 450 6007 Rail (Ty t223)(Hpc) Lf 8.000 105 450 6023 Rail (Ty Sstr) Lf 42,211.000 106 450 6030 Rail (Ty c221) Lf 1,581.000 107 450 6054 Rail (Ty Sstr) (w/Drain Slots) Lf 13,187.500 108 450 6097 Rail (Ty t222) Lf 2,127.500 109 450 6119 Rail (Clf-Ro) Lf 800.000 110 450 6122 Rail (Ty t80pp) Lf 2,419.900 111 450 6125 Rail (Ty t80pp-Ts) Lf 515.000 112 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 12,772.800 113 462 6070 Conc Box Culv (9 Ft x 7 Ft)(Extend) Lf 320.000 114 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 18,226.000 115 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 8,351.000 116 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 5,640.000 117 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 2,317.000 118 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 3,383.000 119 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 1,479.000 120 464 6011 Rc Pipe (Cl Iii)(54 In) Lf 208.000 121 465 6002 Manh (Compl)(Prm)(48in) Ea 37.000 122 465 6003 Manh (Compl)(Prm)(60in) Ea 10.000 123 465 6004 Manh (Compl)(Prm)(72in) Ea 1.000 124 465 6005 Jctbox(Compl)(Pjb)(3ftx3ft) Ea 32.000 125 465 6011 Jctbox(Compl)(Pjb)(6ftx6ft) Ea 1.000 126 465 6013 Inlet (Compl)(Pco)(3ft)(None) Ea 40.000 127 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 13.000 128 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 17.000 129 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 32.000 130 465 6017 Inlet (Compl)(Pco)(4ft)(None) Ea 4.000 131 465 6018 Inlet (Compl)(Pco)(4ft)(Left) Ea 7.000 132 465 6019 Inlet (Compl)(Pco)(4ft)(Right) Ea 1.000 133 465 6020 Inlet (Compl)(Pco)(4ft)(Both) Ea 2.000 134 465 6021 Inlet (Compl)(Pco)(5ft)(None) Ea 4.000 135 465 6023 Inlet (Compl)(Pco)(5ft)(Right) Ea 2.000 136 465 6024 Inlet (Compl)(Pco)(5ft)(Both) Ea 1.000 137 465 6025 Inlet (Compl)(Pco)(6ft)(None) Ea 1.000 138 465 6028 Inlet (Compl)(Pco)(6ft)(Both) Ea 2.000 139 465 6029 Inlet (Compl)(Pcu)(3ft)(None) Ea 13.000 140 465 6030 Inlet (Compl)(Pcu)(3ft)(Left) Ea 10.000 141 465 6031 Inlet (Compl)(Pcu)(3ft)(Right) Ea 5.000 142 465 6032 Inlet (Compl)(Pcu)(3ft)(Both) Ea 17.000 143 465 6033 Inlet (Compl)(Pcu)(4ft)(None) Ea 2.000 144 465 6034 Inlet (Compl)(Pcu)(4ft)(Left) Ea 4.000 145 465 6035 Inlet (Compl)(Pcu)(4ft)(Right) Ea 5.000 146 465 6036 Inlet (Compl)(Pcu)(4ft)(Both) Ea 2.000 147 465 6037 Inlet (Compl)(Pcu)(5ft)(None) Ea 2.000 148 465 6038 Inlet (Compl)(Pcu)(5ft)(Left) Ea 2.000 149 465 6039 Inlet (Compl)(Pcu)(5ft)(Right) Ea 1.000 150 465 6040 Inlet (Compl)(Pcu)(5ft)(Both) Ea 8.000 151 465 6044 Inlet (Compl)(Pcu)(6ft)(Both) Ea 2.000 152 465 6045 Inlet (Compl)(Pmbd)(4ft) Ea 39.000 153 465 6136 Inlet (Compl)(Psl)(Fg)(5ftx5ft-3ftx5ft) Ea 1.000 154 465 6147 Inlet(Compl)(Psl)(Sfg)(4ftx4ft-4ftx4ft) Ea 4.000 155 465 6157 Inlet (Compl)(Pazd)(Rg)(5ftx5ft) Ea 5.000 156 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 1.000 157 465 6160 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-4ftx4ft) Ea 9.000 158 465 6233 Inlet (Comp) (Ty Sidewalk Bridge) Ea 2.000 159 465 6236 Inlet (Compl)(Rwi)(Ty Ii) Ea 36.000 160 465 6558 Inl(Cmp)(Pazd-Cz)(Fg)(3ftx3ft-3ftx3ft) Ea 27.000 161 465 6560 Inl(Cmp)(Pazd-Cz)(Fg)(4ftx4ft-4ftx4ft) Ea 18.000 162 466 6197 Wingwall (Pw - 2) (Hw=8 Ft) Ea 7.000 163 466 6198 Wingwall (Pw - 2) (Hw=9 Ft) Ea 1.000 164 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (c) Ea 4.000 165 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 2.000 166 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 9.000 167 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 4.000 168 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 2.000 169 467 6420 Set (Ty Ii) (30 In) (Rcp) (4: 1) (p) Ea 1.000 170 467 6477 Set (Ty Ii) (48 In) (Rcp) (4: 1) (c) Ea 1.000 171 471 6007 Grate And Frame (Bridge Drain) Ea 18.000 172 471 6008 Grate And Frame(Bridge Drain)(2 Grates) Ea 6.000 173 476 6006 Jack Bor Or Tun Pipe(18 In)(Rc)(Cl Iii) Lf 384.000 174 476 6013 Jack Bor Or Tun Pipe(24 In)(Rc)(Cl Iii) Lf 220.000 175 476 6019 Jack Bor Or Tun Pipe(30 In)(Rc)(Cl Iii) Lf 352.000 176 476 6024 Jack Bor Or Tun Pipe(36 In)(Rc)(Cl Iii) Lf 259.000 177 476 6026 Jack Bor Or Tun Pipe(36 In)(Rc)(Cl v) Lf 368.000 178 476 6029 Jack Bor Or Tun Pipe(42 In)(Rc)(Cl Iii) Lf 294.000 179 476 6107 Jack Bor Or Tun Pipe (66in)(Stl Casing) Lf 111.000 180 479 6002 Adjusting Inlets Ea 3.000 181 479 6006 Adjusting Inlet (Cap) Ea 2.000 182 480 6001 Clean Exist Culverts Ea 2.000 183 481 6013 Pipe (Pvc) (Sch 40) (6 In) Lf 687.000 184 496 6002 Remov Str (Inlet) Ea 139.000 185 496 6006 Remov Str (Headwall) Ea 2.000 186 496 6007 Remov Str (Pipe) Lf 24,732.000 187 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 12.000 188 496 6011 Remov Str (Bridge 500 - 999 Ft Length) Ea 4.000 189 500 6001 Mobilization Ls 1.000 190 502 6001 Barricades, Signs And Traffic Handling Mo 60.000 191 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 1,180.000 192 506 6011 Rock Filter Dams (Remove) Lf 1,180.000 193 506 6020 Construction Exits (Install) (Ty 1) Sy 3,472.000 194 506 6024 Construction Exits (Remove) Sy 3,472.000 195 506 6038 Temp Sedmt Cont Fence (Install) Lf 13,535.000 196 506 6039 Temp Sedmt Cont Fence (Remove) Lf 13,535.000 197 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 6,259.000 198 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 6,259.000 199 506 6047 Temp Sdmt Cont Fence (Inlet Protection) Lf 2,695.000 200 508 6003 Constructing Detours (Ty 1) Sy 4,338.000 201 508 6004 Constructing Detours (Ty 2) Sy 45,319.000 202 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 45,930.000 203 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 8,060.000 204 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 160.000 205 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 211,050.000 206 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 19,480.000 207 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 480.000 208 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 45,930.000 209 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 8,060.000 210 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 160.000 211 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 4,118.000 212 514 6009 Perm Ctb (Sgl Slope) (Ty 1) (54 ) Lf 6,049.600 213 514 6011 Perm Ctb (Sgl Slope) (Ty 3) (54 ) Lf 1,475.000 214 514 6047 Perm Ctb (Sgl Slope)(Ty 1)(Transition) Lf 80.000 215 514 6661 Perm Ctb(Ss)(42")(Heb)(Rgd Pvm) Lf 1,371.300 216 528 6002 Colored Textured Conc (6") Sy 2,789.000 217 529 6005 Conc Curb (Mono) (Ty Ii) Lf 65,441.000 218 531 6001 Conc Sidewalks (4") Sy 24,452.000 219 531 6005 Curb Ramps (Ty 2) Ea 46.000 220 533 6001 Rumble Strips (Shoulder) Lf 62,745.000 221 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 2,387.500 222 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 27.000 223 540 6016 Downstream Anchor Terminal Section Ea 8.000 224 542 6001 Remove Metal Beam Guard Fence Lf 10,325.000 225 542 6002 Remove Terminal Anchor Section Ea 26.000 226 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 25.000 227 543 6021 Remove Cable Barrier Lf 6,006.000 228 543 6022 Remove Cable Barrier Terminal Section Ea 4.000 229 544 6001 Guardrail End Treatment (Install) Ea 27.000 230 544 6003 Guardrail End Treatment (Remove) Ea 40.000 231 545 6003 Crash Cush Atten (Move & Reset) Ea 56.000 232 545 6005 Crash Cush Atten (Remove) Ea 11.000 233 545 6008 Crash Cush Atten (Instl)(l)(n)(70) Ea 11.000 234 545 6017 Crash Cush Atten (Instl)(r)(w)(70) Ea 8.000 235 545 6026 Crash Cushion Atten (Install) (Quad)(n) Ea 1.000 236 550 6008 Chain Link Fence (Install) (8') Lf 2,138.000 237 556 6006 Pipe Underdrains (Ty 6) (6") Lf 15,224.000 238 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 28.000 239 613 6006 Hi Mst Il Pole (150 Ft)(100 Mph) Ea 22.000 240 614 6007 Led Hi Mst Il Asm (6 Fixt)(Asym)(Ty a) Ea 22.000 241 618 6023 Condt (Pvc) (Sch 40) (2") Lf 6,214.000 242 618 6026 Condt (Pvc) (Sch 40) (2") (Stl Encse) Lf 80.000 243 618 6031 Condt (Pvc) (Sch 40) (3") (Conc Encse) Lf 33,081.000 244 618 6032 Condt (Pvc) (Sch 40) (3") (Stl Encse) Lf 4,180.000 245 618 6046 Condt (Pvc) (Sch 80) (2") Lf 14,033.000 246 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 3,097.500 247 618 6058 Condt (Pvc) (Sch 80) (4") Lf 790.000 248 618 6059 Condt (Pvc) (Sch 80) (4") (Bore) Lf 1,010.000 249 618 6070 Condt (Rm) (2") Lf 550.000 250 618 6074 Condt (Rm) (3") Lf 2,922.000 251 620 6007 Elec Condr (No.8) Bare Lf 4,208.000 252 620 6008 Elec Condr (No.8) Insulated Lf 3,600.000 253 620 6009 Elec Condr (No.6) Bare Lf 20,603.000 254 620 6010 Elec Condr (No.6) Insulated Lf 92,282.000 255 620 6011 Elec Condr (No.4) Bare Lf 1,582.000 256 620 6012 Elec Condr (No.4) Insulated Lf 3,164.000 257 620 6015 Elec Condr (No.2) Bare Lf 683.000 258 620 6016 Elec Condr (No.2) Insulated Lf 1,366.000 259 621 6005 Tray Cable (4 Condr) (12 Awg) Lf 5,578.000 260 624 6002 Ground Box Ty a (122311)w/Apron Ea 76.000 261 624 6009 Ground Box Ty d (162922) Ea 16.000 262 624 6010 Ground Box Ty d (162922)w/Apron Ea 38.000 263 628 6008 Elc Srv Ty a 120/240 060(Ns)Ss(e)Ps(u) Ea 2.000 264 628 6044 Elc Srv Ty a 240/480 060(Ns)Ss(e)Ps(u) Ea 8.000 265 628 6145 Elc Srv Ty d 120/240 060(Ns)Ss(e)Sp(o) Ea 2.000 266 628 6225 Elc Srv Ty d 120/240 100(Ns)Gs(n)Gc(o) Ea 6.000 267 636 6002 Aluminum Signs (Ty g) Sf 714.000 268 636 6003 Aluminum Signs (Ty o) Sf 7,369.000 269 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 86.000 270 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 54.000 271 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 21.000 272 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 8.000 273 644 6034 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-1ext) Ea 6.000 274 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 4.000 275 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty s) Ea 7.000 276 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 5.000 277 644 6076 Remove Sm Rd Sn Sup&Am Ea 172.000 278 644 6077 Remove Brdg Mnt Clearance Sign Assm Ea 8.000 279 644 6097 In Sm Rd Sn Sup&Am Tys80(1)Sa(p-1ext) Ea 3.000 280 647 6001 Install Lrss (Struct Steel) Lb 1,537.700 281 647 6003 Remove Lrsa Ea 28.000 282 650 6028 Ins Oh Sn Sup(30 Ft Bal Tee) Ea 4.000 283 650 6035 Ins Oh Sn Sup(35 Ft Bal Tee) Ea 1.000 284 650 6048 Ins Oh Sn Sup(40 Ft Cant)(Span Only) Ea 6.000 285 650 6061 Ins Oh Sn Sup(50 Ft Brdg)(Span Only) Ea 4.000 286 650 6081 Ins Oh Sn Sup(70 Ft Brdg)(Span Only) Ea 2.000 287 650 6086 Ins Oh Sn Sup(75 Ft Brdg)(Span Only) Ea 1.000 288 650 6091 Ins Oh Sn Sup(80 Ft Brdg)(Span Only) Ea 2.000 289 650 6101 Ins Oh Sn Sup(90 Ft Brdg)(Span Only) Ea 1.000 290 650 6111 Ins Oh Sn Sup(100 Ft Brdg)(Span Only) Ea 6.000 291 654 6004 Sign Walkway (36 In) With Hndrl Lf 120.000 292 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 313.000 293 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 211.000 294 658 6027 Instl Del Assm (d-Sy)Sz (Brf)Ctb (Bi) Ea 139.000 295 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 14.000 296 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 74.000 297 658 6064 Instl Del Assm (d-Sy)Sz 1(Brf)Gf2 Ea 32.000 298 658 6080 Instl Del Assm (d-Sw)Sz 1(Wflx)Gnd Ea 81.000 299 658 6086 Instl Del Assm (d-Sy)Sz 1(Yflx)Gnd Ea 10.000 300 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 97,042.000 301 662 6061 Wk Zn Pav Mrk Remov (w)4"(Dot) Lf 1,625.000 302 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 338,808.000 303 662 6071 Wk Zn Pav Mrk Remov (w)8"(Sld) Lf 980.000 304 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 321,854.000 305 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 21,004.000 306 666 6224 Pavement Sealer 4" Lf 81,878.000 307 666 6225 Pavement Sealer 6" Lf 134,139.000 308 666 6226 Pavement Sealer 8" Lf 21,004.000 309 666 6228 Pavement Sealer 12" Lf 9,388.000 310 666 6230 Pavement Sealer 24" Lf 1,109.000 311 666 6231 Pavement Sealer (Arrow) Ea 50.000 312 666 6232 Pavement Sealer (Word) Ea 66.000 313 666 6234 Pavement Sealer (Dbl Arrow) Ea 13.000 314 666 6236 Pavement Sealer (Uturn Arrow) Ea 5.000 315 666 6297 Re Prof Pm Tyi (Blk)6"(Shadow)(090mil) Lf 24,565.000 316 666 6299 Re Pm w/Ret Req Ty i (w)4"(Brk)(090mil) Lf 9,445.000 317 666 6302 Re Pm w/Ret Req Ty i (w)4"(Sld)(090mil) Lf 36,726.000 318 666 6305 Re Pm w/Ret Req Ty i (w)6"(Brk)(090mil) Lf 24,565.000 319 666 6308 Re Pm w/Ret Req Ty i (w)6"(Sld)(090mil) Lf 53,624.000 320 666 6314 Re Pm w/Ret Req Ty i (y)4"(Sld)(090mil) Lf 35,707.000 321 666 6320 Re Pm w/Ret Req Ty i (y)6"(Sld)(090mil) Lf 55,950.000 322 666 6349 Refl Pav Mrk Ty i (w)12"(Dot)(090mil) Lf 4,185.000 323 668 6074 Prefab Pav Mrk Ty c (w) (12") (Sld) Lf 5,203.000 324 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 1,109.000 325 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 50.000 326 668 6078 Prefab Pav Mrk Ty c (w) (Dbl Arrow) Ea 13.000 327 668 6080 Prefab Pav Mrk Ty c (w) (Uturn Arrow) Ea 5.000 328 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 66.000 329 668 6115 Prefab Pav Mrk Ty c (Multi) (Shield) Ea 10.000 330 672 6007 Refl Pav Mrkr Ty i-c Ea 87.000 331 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 10.000 332 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 1,316.000 333 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 759,329.000 334 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 490.000 335 678 6001 Pav Surf Prep For Mrk (4") Lf 80,836.000 336 678 6002 Pav Surf Prep For Mrk (6") Lf 134,139.000 337 678 6004 Pav Surf Prep For Mrk (8") Lf 20,780.000 338 678 6006 Pav Surf Prep For Mrk (12") Lf 9,388.000 339 678 6008 Pav Surf Prep For Mrk (24") Lf 884.000 340 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 48.000 341 678 6010 Pav Surf Prep For Mrk (Dbl Arrow) Ea 13.000 342 678 6012 Pav Surf Prep For Mrk (Uturn Arr) Ea 5.000 343 678 6016 Pav Surf Prep For Mrk (Word) Ea 64.000 344 678 6025 Pav Surf Prep For Mrks (Shield) Ea 10.000 345 680 6002 Install Hwy Trf Sig (Isolated) Ea 2.000 346 680 6004 Removing Traffic Signals Ea 2.000 347 682 6001 Veh Sig Sec (12")Led(Grn) Ea 23.000 348 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 12.000 349 682 6003 Veh Sig Sec (12")Led(Yel) Ea 23.000 350 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 16.000 351 682 6005 Veh Sig Sec (12")Led(Red) Ea 23.000 352 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 12.000 353 682 6018 Ped Sig Sec (Led)(Countdown) Ea 24.000 354 682 6054 Backplate w/Ref Brdr(3 Sec)(Vent)Alum Ea 31.000 355 682 6055 Backplate w/Ref Brdr(4 Sec)(Vent)Alum Ea 4.000 356 684 6007 Trf Sig Cbl (Ty a)(12 Awg)(2 Condr) Lf 7,650.000 357 684 6009 Trf Sig Cbl (Ty a)(12 Awg)(4 Condr) Lf 7,650.000 358 684 6010 Trf Sig Cbl (Ty a)(12 Awg)(5 Condr) Lf 10,675.000 359 684 6012 Trf Sig Cbl (Ty a)(12 Awg)(7 Condr) Lf 2,375.000 360 686 6035 Ins Trf Sig Pl Am(s)1 Arm(32')Lum Ea 2.000 361 686 6043 Ins Trf Sig Pl Am(s)1 Arm(40')Lum Ea 2.000 362 686 6047 Ins Trf Sig Pl Am(s)1 Arm(44')Lum Ea 6.000 363 686 6055 Ins Trf Sig Pl Am(s)1 Arm(50')Lum Ea 1.000 364 686 6059 Ins Trf Sig Pl Am(s)1 Arm(55')Lum Ea 1.000 365 687 6001 Ped Pole Assembly Ea 24.000 366 688 6001 Ped Detect Push Button (Aps) Ea 24.000 367 688 6003 Ped Detector Controller Unit Ea 2.000 368 690 6006 Removal Of Ground Boxes Ea 16.000 369 690 6038 Removal Of Control Cabinet(Grnd Mnt) Ea 2.000 370 700 6001 Pothole Repair (Standard) Sy 2,000.000 371 730 6107 Full - Width Mowing Cyc 12.000 372 734 6002 Litter Removal Cyc 48.000 373 735 6001 Debris Removal (Cntr Medians/Mainlanes) Cyc 48.000 374 738 6001 Cleaning / Sweeping (Center Median) Cyc 48.000 375 738 6003 Cleaning / Sweeping (Outside Main Lane) Cyc 48.000 376 738 6005 Cleaning / Sweeping (Frontage Road) Cyc 48.000 377 740 6005 Anti - Graffiti Coatng(Permnent-Ty Iii) Sf 160,124.000 378 4021 6001 Tip Testing(Drill Shaft) Ea 49.000 379 4108 6001 Precast Medallion Ea 120.000 380 5000 6001 Geogrid Reinforce Embankments (Ty a) Sy 121,291.000 381 6001 6002 Portable Changeable Message Sign Ea 8.000 382 6010 6002 Cctv Field Equipment (Digital) Ea 8.000 383 6016 6008 Its Multi-Duct Cnd (Pvc-40)(Conc Encse) Lf 32,533.000 384 6016 6009 Its Multi-Duct Cnd (Pvc-40)(Stl Encse) Lf 4,180.000 385 6016 6013 Its Multi-Duct Cnd (Rmc) Lf 2,922.000 386 6027 6004 Junction Box (Install) Ea 18.000 387 6028 6001 Install Dms (Pole Mtd Cabinet) Ea 3.000 388 6062 6034 Its Radio (Dual)(5 Ghz/5 Ghz)-i-u Ea 11.000 389 6064 6056 Its Pole (60 Ft)(110 Mph) Ea 5.000 390 6064 6084 Its Pole Mnt Cab (Ty 2)(Conf 2) Ea 9.000 391 6123 6001 Ethernet Switch (Install Only) Ea 8.000 392 6162 6003 Remove High Mast Lighting (150 Ft) Ea 21.000 393 6185 6002 Tma (Stationary) Day 200.000 394 6185 6005 Tma (Mobile Operation) Day 480.000 395 6186 6002 Its Gnd Box(Pcast) Ty 1 (243636)w/Aprn Ea 49.000 396 6186 6008 Its Gnd Box(Pcast) Ty 2 (366036)w/Aprn Ea 1.000 397 6296 6001 Decorative Medallion w/ Led Backlight Ea 2.000 398 6302 6005 Temp q-Detect Sys Ea 2.000 399 6304 6001 Its Rvsd (Data Collect Only) Sys Ea 16.000 400 6306 6007 Vivds Cabling Lf 4,468.000 401 6306 6009 Vivds Prosr Sys (Install Only) Ea 2.000 402 6306 6010 Vivds Cam Assy (Install Only) Ea 2.000 403 6307 6003 Temp Speed Monitor Sys Ea 2.000 404 6309 6003 Temp Con Equip Alert Sys Ea 2.000 405 6344 6003 Temp Travel Time Sys Ea 2.000 406 6348 6002 Temp Incident Detect & Surveil Sys Ea 2.000 407 6430 6001 Install Cellular Router Ea 12.000 408 6433 6001 Fur & Inst Roadway Weather Info System Ea 3.000 409 7017 6098 Connection To Exist Manhole (San Swr) Ea 1.000 410 7049 6034 Water Main Pipe (Di) (6in) Lf 3,775.000 411 7049 6036 Water Main Pipe (Di) (12in) Lf Lf 761.000 412 7049 6080 Tapping Valve And Valve (6in x 6in) Ea 12.000 413 7049 6090 Tapping Sleeve And Valve (12in x 12in) Ea 4.000 414 7049 6100 Tapping Sleeve And Valve (30in x 24in) Ea 2.000 415 7194 6002 San Swr Precast Manhole (Compl) Ea 5.000 416 7194 6042 San Swr (30")(Pvc)(Astm f679)(6-10') Lf 2,793.000 417 7196 6037 Air Release Valve (Complete)(1") Ea 1.000 418 7207 6039 Abandon Pipe Water (12") Lf 71.000 419 7214 6035 Remove Water Main (6") Lf 3,759.000 420 7234 6022 Cut & Plug Existing Water Main Ea 20.000 421 7235 6002 Traffic Control Ls 1.000 422 7235 6031 Wtr Fitting (Bend) (30") (22.5deg)(Rj) Ea 1.000 423 7235 6032 Wtr Fitting (Bend) (30") (45 Deg) (Rj) Ea 3.000 424 7235 6062 Wtr Fitting (Bend) (8") (22.5deg) (Rj) Ea 2.000 425 7235 6066 Wtr Fitting (Bend)(12") (45 Deg) (Rj) Ea 7.000 426 7240 6030 Mobilization For Water & Wstewtr Mains Ls 1.000 427 7244 6011 Reconnect Existing Water Service Ea 11.000 428 7247 6022 45 Deg Bend (Wtr)(6") Ea 20.000 429 7249 6008 Ductile Iron Fittings Ton 9.170 430 7249 6022 Steel Casing (20") (Open Cut) Lf 420.000 431 7252 6007 Grout Abandonment (10"-48") Lf 678.000 432 7254 6020 Grout Abandonment Water Main (6") Lf 384.000 433 7266 6032 Encasement Pipe (42")Steel(Bore) Lf 748.000 434

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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