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Last Updated 07/29/2022 12:19 PM
Project Title

SL 375 - Widen Freeway

Physical Address View project details and contacts
City, State (County) TX   (El Paso 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 $64,805,285
Plans Available from State Agency
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 230.300 1 104 6009 Removing Conc (Riprap) Sy 3,292.000 2 104 6023 Removing Conc (Ctb) Lf 1,868.000 3 104 6033 Removing Conc (Drain) Sy 165.000 4 104 6044 Removing Conc (Flume) Sy 5,601.000 5 105 6033 Removing Stb Base and Asph Pav(10-14") Sy 142,836.000 6 110 6001 Excavation (Roadway) Cy 243,645.000 7 110 6003 Excavation (Special) Cy 120,595.000 8 132 6001 Embankment (Final)(Ord Comp)(Ty a) Cy 9,951.000 9 132 6002 Embankment (Final)(Dens Cont)(Ty a) Cy 310,129.000 10 192 6015 Landscape Edge Lf 3,382.000 11 192 6031 Plant Material (5 Gal) (Shrub) Ea 908.000 12 192 6056 Plant Material (Min 6'ht) (Bare Root) Ea 118.000 13 193 6001 Plant Maintenance Mo 12.000 14 193 6005 Plant Replacement (5-gal) Ea 81.000 15 247 6236 Fl Bs (Rdwy Del)(Ty a Gr 1-2)(Fnal Pos) Cy 2,167.000 16 247 6381 Fl Bs (Cmp in Plc)(Ty a Gr 5)(4") Sy 29,538.000 17 275 6001 Cement Ton 145.000 18 275 6003 Cement Treat (New Base) (6") Sy 12,824.000 19 310 6001 Prime Coat (Multi Option) Gal 6,545.000 20 314 6005 Emuls Asph (Bs or Subgr Trt)(Css-1h) Gal 134,296.000 21 354 6045 Plane Asph Conc Pav (2") Sy 8,114.000 22 360 6003 Conc Pvmt (Cont Reinf - Crcp) (9") Sy 3,942.000 23 400 6003 Struct Excav (Pipe) Cy 6,482.000 24 400 6005 Cem Stabil Bkfl Cy 306.000 25 401 6001 Flowable Backfill Cy 213.000 26 402 6001 Trench Excavation Protection Lf 36,189.000 27 403 6001 Temporary Spl Shoring Sf 73,877.000 28 410 6001 Soil Nail Anchors Lf 10,650.000 29 416 6001 Drill Shaft (18 in) Lf 216.000 30 416 6004 Drill Shaft (36 in) Lf 1,700.000 31 416 6005 Drill Shaft (42 in) Lf 146.000 32 416 6006 Drill Shaft (48 in) Lf 360.000 33 416 6008 Drill Shaft (60 in) Lf 310.000 34 416 6018 Drill Shaft (Sign Mts) (24 in) Lf 46.000 35 416 6026 Drill Shaft (High Mast Pole) (60 in) Lf 769.000 36 420 6011 Cl B Conc (Flume) Cy 33.000 37 420 6014 Cl C Conc (Abut)(Hpc) Cy 10.400 38 420 6020 Cl C Conc (Abut)(Hpc)(Extend) Cy 136.800 39 420 6030 Cl C Conc (Cap)(Hpc) Cy 173.900 40 420 6037 Cl C Conc (Column) Cy 46.500 41 420 6038 Cl C Conc (Column)(Hpc) Cy 167.000 42 420 6050 Cl C Conc (Crashwall)(Hpc) Cy 247.200 43 420 6071 Cl C Conc (Collar) Ea 18.000 44 420 6074 Cl C Conc (Misc) Cy 34.000 45 422 6002 Reinf Conc Slab (Hpc) Sf 8,820.000 46 422 6004 Reinf Conc Slab (Extend Slab)(Hpc) Sf 25,692.000 47 422 6034 Approach Slab (Extend) (Hpc) Cy 558.100 48 423 6001 Retaining Wall (Mse) Sf 120,031.000 49 423 6008 Retaining Wall (Cast - in - Place) Sf 25,503.000 50 423 6022 Retaining Wall (Soil Nail)(Facia) Sf 8,780.000 51 425 6036 Prestr Conc Girder (Tx34) Lf 4,249.210 52 432 6001 Riprap (Conc)(4 in) Cy 1,685.000 53 432 6008 Riprap (Conc)(Cl B)(Rr8&rr9) Cy 61.000 54 432 6045 Riprap (Mow Strip)(4 in) Cy 239.000 55 450 6011 Rail (Ty T402)(Hpc) Lf 2,119.000 56 450 6014 Rail (Ty T551) Lf 20,618.000 57 450 6015 Rail (Ty T551)(Hpc) Lf 336.000 58 450 6042 Rail (Ty Pr1) Lf 773.000 59 454 6018 Sealed Expansion Joint (4 in) (Sej - M) Lf 324.000 60 454 6020 Sealed Expansion Joint (4 in) (Sej - B) Lf 56.000 61 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 10,688.000 62 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 5,118.000 63 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 9,487.000 64 464 6009 Rc Pipe (Cl Iii)(42 in) Lf 879.000 65 464 6010 Rc Pipe (Cl Iii)(48 in) Lf 743.000 66 464 6011 Rc Pipe (Cl Iii)(54 in) Lf 148.000 67 464 6059 Rc Pipe (Cl V)(30 in) Lf 122.000 68 465 6003 Manh (Compl)(Prm)(60in) Ea 1.000 69 465 6004 Manh (Compl)(Prm)(72in) Ea 16.000 70 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 2.000 71 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 2.000 72 465 6046 Inlet (Compl)(Pmbd)(5ft) Ea 30.000 73 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 24.000 74 465 6138 Inlet (Compl)(Psl)(Fg)(5ftx6ft-4ftx4ft) Ea 8.000 75 465 6141 Inlet (Compl)(Psl)(Fg)(6ftx6ft-4ftx4ft) Ea 1.000 76 465 6364 Jct Box(Compl)(Cip)(10ftx6ft) Ea 2.000 77 466 6005 Headwall (Ch - Fw - 0) (Dia= 24 in) Ea 1.000 78 466 6009 Headwall (Ch - Fw - 0) (Dia= 36 in) Ea 1.000 79 466 6011 Headwall (Ch - Fw - 0) (Dia= 48 in) Ea 2.000 80 466 6012 Headwall (Ch - Fw - 0) (Dia= 54 in) Ea 1.000 81 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 in) Ea 2.000 82 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 in) Ea 6.000 83 466 6130 Headwall (Ch - Pw - S) (Dia= 24 in) Ea 2.000 84 467 6388 Set (Ty Ii) (24 in) (Rcp) (3: 1) (C) Ea 1.000 85 467 6390 Set (Ty Ii) (24 in) (Rcp) (4: 1) (C) Ea 20.000 86 467 6394 Set (Ty Ii) (24 in) (Rcp) (6: 1) (C) Ea 2.000 87 467 6419 Set (Ty Ii) (30 in) (Rcp) (4: 1) (C) Ea 9.000 88 467 6450 Set (Ty Ii) (36 in) (Rcp) (4: 1) (C) Ea 12.000 89 496 6002 Remov Str (Inlet) Ea 10.000 90 496 6004 Remov Str (Set) Ea 4.000 91 496 6005 Remov Str (Wingwall) Ea 1.000 92 496 6016 Remov Str (Pipe) Ea 22.000 93 500 6001 Mobilization Ls 1.000 94 502 6001 Barricades, Signs and Traffic Handling Mo 35.000 95 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 1,155.000 96 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 260.000 97 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 285.000 98 506 6011 Rock Filter Dams (Remove) Lf 1,700.000 99 506 6037 Sandbags for Erosion Control (12") Lf 435.000 100 506 6038 Temp Sedmt Cont Fence (Install) Lf 39,303.000 101 506 6039 Temp Sedmt Cont Fence (Remove) Lf 39,303.000 102 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 1,425.000 103 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,400.000 104 508 6001 Constructing Detours Sy 19,468.000 105 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 23,080.000 106 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 660.000 107 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 20.000 108 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 46,670.000 109 512 6037 Port Ctb (Stkpl)(Sgl Slp)(Ty 1) Lf 23,080.000 110 514 6013 Perm Ctb (F-shape) (Ty 1) Lf 7,961.000 111 514 6016 Perm Ctb (F-shape) (Ty 4) Lf 11,677.000 112 529 6002 Conc Curb (Ty Ii) Lf 45,385.000 113 530 6004 Driveways (Conc) Sy 579.000 114 530 6005 Driveways (Acp) Sy 1,443.000 115 533 6001 Rumble Strips (Shoulder) Lf 72,080.000 116 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 7,487.500 117 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 6.000 118 540 6016 Downstream Anchor Terminal Section Ea 20.000 119 540 6018 Mtl Bm Gd Fen Trans (Non - Sym) Ea 1.000 120 542 6001 Remove Metal Beam Guard Fence Lf 13,237.000 121 542 6003 Remove Downstream Anchor Terminal Ea 1.000 122 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-beam) Ea 10.000 123 543 6019 Cable Barrier Terminal Section (Tl-3) Ea 1.000 124 543 6021 Remove Cable Barrier Lf 16,424.000 125 544 6001 Guardrail End Treatment (Install) Ea 29.000 126 544 6003 Guardrail End Treatment (Remove) Ea 12.000 127 545 6003 Crash Cush Atten (Move & Reset) Ea 76.000 128 545 6004 Crash Cush Atten (Stkpl) Ea 17.000 129 545 6005 Crash Cush Atten (Remove) Ea 1.000 130 545 6007 Crash Cush Atten (Instl)(L)(N)(Tl3) Ea 1.000 131 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 17.000 132 550 6022 Gate (Install)(Double)(6' X 16') Ea 6.000 133 610 6009 Remove Rd Il Asm (Trans-base) Ea 50.000 134 610 6010 Remove Rd Il Asm (U/p) Ea 8.000 135 610 6106 in Rd Il (U/p) (Ty 2) (150w Eq) Led Ea 13.000 136 613 6005 Hi Mst Il Pole (150 Ft)( 80 Mph) Ea 29.000 137 618 6023 Condt (Pvc) (Sch 40) (2") Lf 30,945.000 138 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 2,994.000 139 618 6029 Condt (Pvc) (Sch 40) (3") Lf 2,451.000 140 618 6030 Condt (Pvc) (Sch 40) (3") (Bore) Lf 790.000 141 618 6033 Condt (Pvc) (Sch 40) (4") Lf 22,690.000 142 618 6034 Condt (Pvc) (Sch 40) (4") (Bore) Lf 601.000 143 618 6046 Condt (Pvc) (Sch 80) (2") Lf 105.000 144 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 1,405.000 145 618 6062 Condt (Rm) (3/4") Lf 610.000 146 620 6002 Elec Condr (No.14) Insulated Lf 25,766.000 147 620 6006 Elec Condr (No.10) Insulated Lf 1,800.000 148 620 6008 Elec Condr (No.8) Insulated Lf 15,195.000 149 620 6010 Elec Condr (No.6) Insulated Lf 5,612.000 150 620 6012 Elec Condr (No.4) Insulated Lf 10,903.000 151 620 6016 Elec Condr (No.2) Insulated Lf 44,232.000 152 620 6020 Elec Condr (No.1/0) Insulated Lf 50,944.000 153 620 6022 Elec Condr (No.2/0) Insulated Lf 10,512.000 154 620 6024 Elec Condr (No.3/0) Insulated Lf 10,455.000 155 624 6002 Ground Box Ty a (122311)w/apron Ea 115.000 156 624 6028 Remove Ground Box Ea 44.000 157 628 6002 Remove Electrical Services Ea 6.000 158 628 6041 Elc Srv Ty a 240/480 060(Ns)ss(E)gc(O) Ea 1.000 159 628 6042 Elc Srv Ty a 240/480 060(Ns)ss(E)gc(U) Ea 1.000 160 628 6073 Elc Srv Ty a 240/480 100(Ns)ss(E)gc(O) Ea 2.000 161 628 6128 Elc Srv Ty D 120/240 060(Ns)gs(N)gc(O) Ea 3.000 162 628 6225 Elc Srv Ty D 120/240 100(Ns)gs(N)gc(O) Ea 1.000 163 628 6259 Elc Srv Ty D 120/240 125(Ns)gs(N)gc(O) Ea 1.000 164 628 6348 Elc Srv Ty D 120/240 125(Ns)gs(N)gc(U) Ea 1.000 165 636 6001 Aluminum Signs (Ty a) Sf 160.000 166 636 6002 Aluminum Signs (Ty G) Sf 450.000 167 636 6003 Aluminum Signs (Ty O) Sf 3,047.750 168 636 6007 Replace Existing Aluminum Signs(Ty a) Sf 32.000 169 636 6009 Replace Existing Aluminum Signs(Ty O) Sf 335.000 170 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 89.000 171 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 43.000 172 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 1.000 173 644 6030 in Sm Rd Sn Sup&am Tys80(1)sa(T) Ea 11.000 174 644 6034 in Sm Rd Sn Sup&am Tys80(1)sa(U-1ext) Ea 1.000 175 644 6051 in Sm Rd Sn Sup&am Tys80(2)sa(P-exal) Ea 9.000 176 644 6064 in Bridge Mnt Clearance Sgn Assm(Ty N) Ea 8.000 177 644 6076 Remove Sm Rd Sn Sup&am Ea 104.000 178 644 6077 Remove Brdg Mnt Clearance Sign Assm Ea 2.000 179 647 6001 Install Lrss (Struct Steel) Lb 2,117.200 180 647 6003 Remove Lrsa Ea 13.000 181 650 6028 Ins Oh Sn Sup(30 Ft Bal Tee) Ea 3.000 182 650 6040 Ins Oh Sn Sup(35 Ft Cant)(Circ Tube) Ea 1.000 183 650 6088 Ins Oh Sn Sup(75 Ft Comb)(Circ Tube) Ea 1.000 184 650 6145 Ins Oh Sn Sup(135 Ft Brdg)(Circ Tube) Ea 2.000 185 650 6160 Ins Oh Sn Sup(150 Ft Brdg)(Circ Tube) Ea 1.000 186 650 6168 Ins Oh Sn Sup(155 Ft Comb)(Circ Tube) Ea 1.000 187 650 6204 Remove Overhd Sign Sup Ea 1.000 188 650 6205 Remove Overhd Sign Sup (Sign Only) Ea 1.000 189 650 6209 Ins Oh Sn Sup(165 Ft Comb)(Circ Tube) Ea 1.000 190 650 6214 Ins Oh Sn Sup(180 Ft Comb)(Circ Tube) Ea 1.000 191 658 6013 Instl Del Assm (D-sw)sz (Brf)ctb Ea 66.000 192 658 6026 Instl Del Assm (D-sy)sz (Brf)ctb Ea 112.000 193 658 6027 Instl Del Assm (D-sy)sz (Brf)ctb (Bi) Ea 171.000 194 658 6061 Instl Del Assm (D-sw)sz 1(Brf)gf2 Ea 60.000 195 658 6064 Instl Del Assm (D-sy)sz 1(Brf)gf2 Ea 6.000 196 658 6099 Instl Om Assm (Om-2z)(Wflx)gnd Ea 41.000 197 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 18,096.000 198 662 6061 Wk Zn Pav Mrk Remov (W)4"(Dot) Lf 211.000 199 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 110,630.000 200 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 99,371.000 201 666 6030 Refl Pav Mrk Ty I (W)8"(Dot)(100mil) Lf 42.000 202 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 970.000 203 666 6039 Refl Pav Mrk Ty I (W)12"(Lndp)(100mil) Lf 3,019.000 204 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 5,340.000 205 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 90.000 206 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 20.000 207 666 6057 Refl Pav Mrk Ty I(W)(Dbl Arrow)(100mil) Ea 5.000 208 666 6063 Refl Pav Mrk Ty I(W)(Uturn Arw)(100mil) Ea 1.000 209 666 6072 Refl Pav Mrk Ty I(W)(Lndp Arw)(100mil) Ea 7.000 210 666 6075 Refl Pav Mrk Ty I (W)(Number)(100mil) Ea 10.000 211 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 21.000 212 666 6081 Refl Pav Mrk Ty I(W)(Entr Gore)(100mil) Ea 14.000 213 666 6084 Refl Pav Mrk Ty I(W)(Exit Gore)(100mil) Ea 14.000 214 666 6102 Ref Pav Mrk Ty I(W)36"(Yld Tri)(100mil) Ea 8.000 215 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 108,178.000 216 666 6171 Refl Pav Mrk Ty Ii (W) 6" (Brk) Lf 37,896.000 217 666 6176 Refl Pav Mrk Ty Ii (W) 8" (Dot) Lf 42.000 218 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 970.000 219 666 6179 Refl Pav Mrk Ty Ii (W) 12" (Lndp) Lf 3,019.000 220 666 6180 Refl Pav Mrk Ty Ii (W) 12" (Sld) Lf 5,340.000 221 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 90.000 222 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 20.000 223 666 6185 Refl Pav Mrk Ty Ii (W) (Dbl Arrow) Ea 5.000 224 666 6187 Refl Pav Mrk Ty Ii (W) (Uturn Arrow) Ea 1.000 225 666 6190 Refl Pav Mrk Ty Ii (W) (Lndp Arw) Ea 7.000 226 666 6191 Refl Pav Mrk Ty Ii (W) (Number) Ea 10.000 227 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 21.000 228 666 6193 Refl Pav Mrk Ty Ii (W) (Entr Gore) Ea 14.000 229 666 6194 Refl Pav Mrk Ty Ii (W) (Exit Gore) Ea 14.000 230 666 6199 Refl Pav Mrk Ty Ii (W) 36" (Yld Tri) Ea 8.000 231 666 6205 Refl Pav Mrk Ty Ii (Y) 4" (Brk) Lf 5,950.000 232 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 106,426.000 233 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 28,940.000 234 666 6306 Re Pm W/ret Req Ty I (W)6"(Brk)(100mil) Lf 37,896.000 235 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 43,970.000 236 666 6342 Ref Prof Pav Mrk Ty I(W)4"(Sld)(100mil) Lf 79,238.000 237 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 62,456.000 238 668 6059 Prefab Pav Mrk Ty B (Multi)(Shield) Ea 2.000 239 672 6007 Refl Pav Mrkr Ty I-c Ea 1,841.000 240 672 6008 Refl Pav Mrkr Ty I-r Ea 168.000 241 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 3,135.000 242 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 5,344.000 243 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 640.000 244 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 598.000 245 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 3.000 246 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 3.000 247 685 6003 Remove Rdsd Flash Beacon Assembly Ea 2.000 248 740 6005 Anti - Graffiti Coatng(Permnent-ty Iii) Sf 70,558.000 249 1005 6001 Loose Aggr for Groundcover (Type I) Cy 1,817.000 250 1005 6002 Loose Aggr for Groundcover (Type Ii) Cy 7,900.000 251 3076 6035 D-gr Hma Ty-d Pg64-22 Ton 4,040.000 252 3077 6001 Sp Mixes Sp-b Pg64-22 Ton 216,302.000 253 3077 6022 Sp Mixes Sp-c Sac-a Pg70-22 Ton 54,950.000 254 3077 6075 Tack Coat Gal 172,504.000 255 5009 6002 Stone Masonry (Rock Wall) Sf 49,558.000 256 6001 6002 Portable Changeable Message Sign Ea 2.000 257 6003 6001 Its System Support Equipment Ls 1.000 258 6007 6017 Fiber Optic Cbl (Sngle-mode)(144 Fiber) Lf 29,088.000 259 6007 6020 Fiber Optic Pigtail (12 Fiber) Lf 21,697.000 260 6007 6021 Fiber Optic Splice Enclosure Ea 3.000 261 6007 6023 Fiber Optic Patch Panel (12 Position) Ea 18.000 262 6007 6026 Fiber Optic Cable Road Marker Ea 64.000 263 6007 6027 Fiber Optic Patch Panel (144 Position) Ea 5.000 264 6007 6094 Fiber Optic Fusion Splice Ea 266.000 265 6007 6103 Remove Fiber Optic Cable Lf 24,145.000 266 6007 6104 Fo Cbl (24 Smf)(Pigtail) Lf 260.000 267 6008 6043 Its Grnd Mnt Cab (Ty 6) (Conf 2) Ea 2.000 268 6010 6011 Cctv Field Equip (Digital) (Instl Only) Ea 6.000 269 6010 6013 Remove Cctv Field Equipment Ea 2.000 270 6027 6003 Conduit (Prepare) Lf 946.000 271 6027 6008 Ground Box (Prepare) Ea 7.000 272 6064 6046 Its Pole (55 Ft)(90 Mph) Ea 6.000 273 6064 6054 Its Pole (55 Ft)(Rem) Ea 2.000 274 6064 6084 Its Pole Mnt Cab (Ty 2)(Conf 2) Ea 6.000 275 6064 6087 Its Pole Mnt Cab (Ty 2)(Conf 2)(Rem) Ea 2.000 276 6134 6001 Remove Dynamic Message Sign System Ea 2.000 277 6137 6004 Installation of Fes Ea 17.000 278 6143 6002 Remove Rvsd Pole Structure Ea 2.000 279 6143 6003 Remove Radar Sensing Device Unit Ea 2.000 280 6156 6002 Led Hi Mst Il Asm (6 Fixt)(Asym)(Ty a) Ea 29.000 281 6163 6002 Remove Existing Cables (Power) Lf 48,610.000 282 6185 6002 Tma (Stationary) Day 60.000 283 6185 6003 Tma (Mobile Operation) Hr 80.000 284 6186 6018 Its Gnd Box (Poly) Ty 1 (243648)w/aprn Ea 59.000 285 6186 6024 Its Gnd Box (Poly) Ty 2 (366048)w/aprn Ea 2.000 286 6304 6003 Its Rvsd (Dc Only) (Install Only) Ea 6.000 287 6305 6008 Lcs Signal Unit (Remove) Ea 8.000 288 6322 6001 Color Dms (Pole Mnt Cabinet) Ea 3.000 289 6332 6001 Environmentally Controlled Comm Bldg Ea 1.000 290 6377 6001 System Integration Ls 1.000 291 6381 6001 Remove Ecuv Ea 1.000 292 7016 6111 Water Main (Steel)(C-200)(48") Lf 21,988.000 293 7016 6113 Remove Exist Water Pipe (36") Lf 355.000 294 7016 6114 Remove Exist Water Pipe (48") Lf 22,318.000 295 7016 6128 6" Blow Off Valve in Manhole Ea 6.000 296 7016 6141 Water Main (Hdpe) (Dr 9) (18") Lf 5.000 297 7016 6146 Water Main (Sccp)(Dr 11)(36") Lf 583.000 298 7016 6147 Casing (Steel)(Splt)(24")(Open Trench) Lf 81.000 299 7016 6148 Casing (Frp)(54 in)(Bored or Tunnel) Lf 485.000 300 7016 6150 Casing (Frp)(66 in)(Bored or Tunnel) Lf 2,836.000 301 7016 6151 Casing (Frp)(66 in)(Open Trench) Lf 234.000 302 7016 6152 Cathodic Protection Test Station Ls 41.000 303 7016 6153 48"X48"X16" Tee Ea 1.000 304 7016 6154 36"X36" Tapping Sleeve Ea 1.000 305 7016 6155 48"X48"X36" Wye Ea 1.000 306 7016 6156 3" Combination Valve Ea 1.000 307 7016 6157 4" Combination Valve Ea 5.000 308 7016 6158 6" Combination Valve Ea 14.000 309 7016 6159 8" Combination Valve Ea 1.000 310 7016 6160 6" Air Vacuum Valve Ea 1.000 311 7016 6161 48" Access Way Ea 4.000 312 7016 6162 48" Gate Valve Ea 22.000 313 7016 6163 36" Gate Valve Ea 1.000 314 7016 6164 16" Gate Valve Ea 1.000 315 7016 6165 18" Duplex Stainless Steel Line Stop Ea 2.000 316

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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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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