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Bridge, Sidewalks/Parking Lot Construction Project Lead, TX   (Dallas County)

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Last Updated 04/27/2021 05:49 AM
Project Title

Construct Frtg Roads, Modify Ramps, Bayside Bridge
Physical Address View project details and contacts
City, State (County) TX   (Dallas County)
Category(s) Heavy and Highway
Sub-Category(s) Bridge, Sidewalks/Parking Lot
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $141,865,358
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 133.000 1 104 6001 Removing Conc (Pav) Sy 50,531.000 2 104 6009 Removing Conc (Riprap) Sy 1,088.000 3 104 6010 Removing Conc (Riprap) Cy 13.000 4 104 6011 Removing Conc (Medians) Sy 291.000 5 104 6015 Removing Conc (Sidewalks) Sy 901.000 6 104 6017 Removing Conc (Driveways) Sy 2,011.000 7 104 6022 Removing Conc (Curb And Gutter) Lf 7,499.000 8 104 6023 Removing Conc (Ctb) Lf 14,815.000 9 104 6024 Removing Conc (Retaining Walls) Sy 403.000 10 105 6014 Removing Stab Base & Asph Pav (7"-12") Sy 53,669.000 11 110 6001 Excavation (Roadway) Cy 125,376.000 12 132 6025 Embankment (Final) (Dens Cont) (Ty c1) Cy 155,052.000 13 132 6026 Embankment (Final) (Dens Cont) (Ty c2) Cy 55,857.000 14 132 6030 Embankment (Final)(Dens Cont)(Ty c3) Cy 69.000 15 161 6017 Compost Manuf Topsoil (4") Sy 106,597.000 16 162 6002 Block Sodding Sy 106,597.000 17 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 106,597.000 18 168 6001 Vegetative Watering Mg 31,715.000 19 260 6011 Lime Trt (Exst Matl) (12") Sy 33,500.000 20 260 6016 Lime (Hyd, Com, Or Qk(Slurry)) Ton 2,443.000 21 260 6027 Lime Trt (Exst Matl)(8") Sy 55,833.000 22 351 6040 Flex Pavemnt Struct Repair (o" To 12") Sy 6,000.000 23 360 6004 Conc Pvmt (Cont Reinf - Crcp) (10") Sy 50,995.000 24 360 6009 Conc Pvmt (Cont Reinf - Crcp) (15") Sy 22,265.000 25 360 6051 Conc Pvmt (Cont Reinf-Crcp)(Hes)(10") Sy 500.000 26 361 6035 Full - Depth Repair Cpcd (10") Sy 2,500.000 27 361 6067 Full-Depth Repair Crcp (13"-15") Sy 7,000.000 28 400 6005 Cem Stabil Bkfl Cy 3,542.000 29 401 6001 Flowable Backfill Cy 6.000 30 402 6001 Trench Excavation Protection Lf 9,395.000 31 403 6001 Temporary Spl Shoring Sf 35,235.000 32 410 6001 Soil Nail Anchors Lf 8,169.000 33 416 6001 Drill Shaft (18 In) Lf 320.000 34 416 6002 Drill Shaft (24 In) Lf 8,565.000 35 416 6003 Drill Shaft (30 In) Lf 11,969.000 36 416 6004 Drill Shaft (36 In) Lf 4,705.000 37 416 6005 Drill Shaft (42 In) Lf 10,336.000 38 416 6006 Drill Shaft (48 In) Lf 31,045.000 39 416 6007 Drill Shaft (54 In) Lf 8,034.000 40 416 6008 Drill Shaft (60 In) Lf 720.000 41 416 6021 Drill Shaft (Sign Mts) (42 In) Lf 169.080 42 416 6022 Drill Shaft (Sign Mts) (48 In) Lf 65.000 43 416 6023 Drill Shaft (Sign Mts) (54 In) Lf 34.000 44 416 6026 Drill Shaft (High Mast Pole) (60 In) Lf 227.000 45 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 18.000 46 416 6030 Drill Shaft (Trf Sig Pole) (24 In) Lf 42.000 47 416 6031 Drill Shaft (Trf Sig Pole) (30 In) Lf 12.000 48 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 70.000 49 420 6011 Cl b Conc (Flume) Cy 128.300 50 420 6012 Cl b Conc (Misc) Cy 1,522.800 51 420 6014 Cl c Conc (Abut)(Hpc) Cy 744.800 52 420 6020 Cl c Conc (Abut)(Hpc)(Extend) Cy 15.400 53 420 6030 Cl c Conc (Cap)(Hpc) Cy 5,426.200 54 420 6038 Cl c Conc (Column)(Hpc) Cy 1,119.100 55 420 6043 Cl c Conc (Footing) Cy 219.400 56 420 6051 Cl c Conc (Culv) Cy 11.000 57 420 6066 Cl c Conc (Rail Foundation) Cy 63.500 58 420 6156 Cl c Conc (Webwall) Cy 6.500 59 422 6002 Reinf Conc Slab (Hpc) Sf 777,798.000 60 422 6004 Reinf Conc Slab (Extend Slab)(Hpc) Sf 68,002.000 61 422 6008 Reinf Conc Slab (Slab Beam)(Hpc) Sf 8,198.000 62 422 6012 Bridge Median (Hpc) Sf 2,935.000 63 422 6014 Bridge Sidewalk (Hpc) Sf 10,777.000 64 422 6016 Approach Slab (Hpc) Cy 899.000 65 422 6040 Reinf Conc Slab(Slab Beam)(Ext Slab)Hpc Sf 76,466.000 66 423 6001 Retaining Wall (Mse) Sf 41,974.000 67 423 6007 Retaining Wall (Drill Shaft) (Facia) Sf 33,034.000 68 423 6008 Retaining Wall (Cast - In - Place) Sf 14,439.000 69 423 6022 Retaining Wall (Soil Nail)(Facia) Sf 5,274.000 70 425 6010 Prestr Conc Slab Beam (5sb12) Lf 13,986.890 71 425 6012 Prestr Conc Slab Beam (5sb15) Lf 1,592.660 72 425 6036 Prestr Conc Girder (Tx34) Lf 9,521.130 73 425 6039 Prestr Conc Girder (Tx54) Lf 16,099.220 74 425 6041 Prestr Conc Girder (Tx70) Lf 71,965.580 75 427 6004 Silicone Resin Paint Finish Sf 39,402.000 76 432 6001 Riprap (Conc)(4 In) Cy 968.360 77 432 6033 Riprap (Stone Protection)(18 In) Cy 7,772.000 78 432 6045 Riprap (Mow Strip)(4 In) Cy 335.000 79 434 6002 Elastomeric Bearing (Laminated) Ea 78.000 80 442 6007 Str Steel (Misc Non - Bridge) Lb 8,046.000 81 450 6007 Rail (Ty t223)(Hpc) Lf 11,455.400 82 450 6023 Rail (Ty Sstr) Lf 4,991.000 83 450 6024 Rail (Ty Sstr)(Hpc) Lf 23,637.100 84 450 6030 Rail (Ty c221) Lf 3,695.000 85 450 6031 Rail (Ty c221)(Hpc) Lf 11,469.700 86 450 6054 Rail (Ty Sstr) (w/Drain Slots) Lf 4,035.000 87 450 6062 Rail (Ty Sstr)(Mod) Lf 51.000 88 450 6121 Rail (Pedestrian Fence) Lf 499.400 89 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 2,845.000 90 454 6021 Type a Joint Lf 1,089.000 91 462 6004 Conc Box Culv (4 Ft x 3 Ft) Lf 557.000 92 462 6007 Conc Box Culv (5 Ft x 3 Ft) Lf 93.000 93 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 648.000 94 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 7,541.000 95 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 1,725.000 96 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 498.000 97 464 6018 Rc Pipe (Cl Iv)(24 In) Lf 97.000 98 464 6026 Rc Pipe (Cl v)(24 In) Lf 110.000 99 464 6059 Rc Pipe (Cl v)(30 In) Lf 247.000 100 465 6002 Manh (Compl)(Prm)(48in) Ea 1.000 101 465 6003 Manh (Compl)(Prm)(60in) Ea 3.000 102 465 6004 Manh (Compl)(Prm)(72in) Ea 3.000 103 465 6007 Jctbox(Compl)(Pjb)(3ftx5ft) Ea 1.000 104 465 6013 Inlet (Compl)(Pco)(3ft)(None) Ea 1.000 105 465 6030 Inlet (Compl)(Pcu)(3ft)(Left) Ea 7.000 106 465 6031 Inlet (Compl)(Pcu)(3ft)(Right) Ea 2.000 107 465 6032 Inlet (Compl)(Pcu)(3ft)(Both) Ea 37.000 108 465 6045 Inlet (Compl)(Pmbd)(4ft) Ea 12.000 109 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 5.000 110 465 6130 Inlet (Compl)(Psl)(Fg)(3ftx5ft-3ftx5ft) Ea 6.000 111 465 6147 Inlet(Compl)(Psl)(Sfg)(4ftx4ft-4ftx4ft) Ea 1.000 112 465 6148 Inlet(Compl)(Psl)(Sfg)(3ftx5ft-3ftx5ft) Ea 7.000 113 465 6162 Inlet(Compl)(Pazd)(Fg)(5ftx5ft-4ftx4ft) Ea 1.000 114 467 6182 Set (Ty i)(s= 5 Ft)(Hw= 5 Ft)(4:1) (c) Ea 1.000 115 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (c) Ea 2.000 116 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 1.000 117 467 6417 Set (Ty Ii) (30 In) (Rcp) (3: 1) (c) Ea 1.000 118 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 2.000 119 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 1.000 120 476 6014 Jack Bor Or Tun Pipe(24 In)(Rc)(Cl Iv) Lf 163.000 121 476 6015 Jack Bor Or Tun Pipe(24 In)(Rc)(Cl v) Lf 200.000 122 476 6026 Jack Bor Or Tun Pipe(36 In)(Rc)(Cl v) Lf 95.000 123 476 6072 Jack Bor Tun Box Culv (5 Ft x 3 Ft) Lf 230.000 124 481 6014 Pipe (Pvc) (Sch 40) (8 In) Lf 2,935.000 125 496 6002 Remov Str (Inlet) Ea 11.000 126 496 6003 Remov Str (Manhole) Ea 1.000 127 496 6004 Remov Str (Set) Ea 8.000 128 496 6006 Remov Str (Headwall) Ea 1.000 129 496 6007 Remov Str (Pipe) Lf 4,020.000 130 496 6011 Remov Str (Bridge 500 - 999 Ft Length) Ea 1.000 131 496 6025 Remov Str (Approach Slab) Ea 2.000 132 500 6001 Mobilization Ls 1.000 133 502 6001 Barricades, Signs And Traffic Handling Mo 42.000 134 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 345.000 135 506 6011 Rock Filter Dams (Remove) Lf 345.000 136 506 6020 Construction Exits (Install) (Ty 1) Sy 2,479.000 137 506 6024 Construction Exits (Remove) Sy 2,479.000 138 506 6038 Temp Sedmt Cont Fence (Install) Lf 13,830.000 139 506 6039 Temp Sedmt Cont Fence (Remove) Lf 13,830.000 140 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 5,676.000 141 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 5,676.000 142 508 6001 Constructing Detours Sy 19,763.000 143 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 1,680.000 144 512 6005 Port Ctb (Fur & Inst)(f-Shape)(Ty 1) Lf 16,140.000 145 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 5,440.000 146 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 360.000 147 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 43,710.000 148 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 18,420.000 149 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 1,320.000 150 512 6053 Port Ctb (Remove)(f-Shape)(Ty 1) Lf 16,140.000 151 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 5,440.000 152 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 360.000 153 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 6,878.700 154 514 6003 Perm Ctb (Sgl Slope) (Ty 3) (42 ) Lf 597.000 155 529 6004 Conc Curb (Mono) (Ty i) Lf 241.000 156 529 6005 Conc Curb (Mono) (Ty Ii) Lf 18,916.000 157 530 6004 Driveways (Conc) Sy 1,741.000 158 531 6001 Conc Sidewalks (4") Sy 6,702.000 159 531 6003 Conc Sidewalks (6") Sy 2,166.000 160 531 6004 Curb Ramps (Ty 1) Ea 1.000 161 531 6005 Curb Ramps (Ty 2) Ea 6.000 162 531 6013 Curb Ramps (Ty 10) Ea 10.000 163 531 6015 Curb Ramps (Ty 20) Ea 2.000 164 531 6017 Curb Ramps (Ty 22) Ea 3.000 165 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 1,150.000 166 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 12.000 167 540 6016 Downstream Anchor Terminal Section Ea 5.000 168 540 6035 Mtl Bm Gd Fen Trans (31"-28") Ea 4.000 169 542 6001 Remove Metal Beam Guard Fence Lf 3,001.000 170 542 6002 Remove Terminal Anchor Section Ea 2.000 171 544 6001 Guardrail End Treatment (Install) Ea 17.000 172 544 6003 Guardrail End Treatment (Remove) Ea 12.000 173 545 6003 Crash Cush Atten (Move & Reset) Ea 41.000 174 545 6005 Crash Cush Atten (Remove) Ea 18.000 175 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 3.000 176 545 6010 Crash Cush Atten (Instl)(l)(w)(Tl3) Ea 5.000 177 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 18.000 178 550 6003 Chain Link Fence (Remove) Lf 761.000 179 550 6028 Gate (Install)(Double)(6'x22') Ea 2.000 180 610 6004 Relocate Rd Il Asm (Trans-Base) Ea 4.000 181 610 6009 Remove Rd Il Asm (Trans-Base) Ea 20.000 182 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 8.000 183 610 6106 In Rd Il (u/p) (Ty 2) (150w Eq) Led Ea 4.000 184 610 6198 In Rd Il (Ty Sa) 40b-8 (250w Eq) Led Ea 15.000 185 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 1.000 186 610 6215 In Rd Il (Ty Sa) 40t-8-8 (250w Eq) Led Ea 1.000 187 613 6007 Hi Mst Il Pole (175 Ft)( 80 Mph) Ea 8.000 188 614 6006 Led Hi Mst Il Asm (6 Fixt)(Sym)(Ty s) Ea 1.000 189 614 6008 Led Hi Mst Il Asm (6 Fixt) (Asym)(Ty b) Ea 7.000 190 618 6016 Condt (Pvc) (Sch 40) (1")Lf 510.000 191 618 6023 Condt (Pvc) (Sch 40) (2")Lf 22,390.000 192 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 2,160.000 193 618 6029 Condt (Pvc) (Sch 40) (3")Lf 3,840.000 194618 6030 Condt (Pvc) (Sch 40) (3") (Bore) Lf 2,990.000 195 618 6033 Condt (Pvc) (Sch 40) (4") Lf 185.000 196 618 6034 Condt (Pvc) (Sch 40) (4") (Bore) Lf 1,130.000 197 618 6046 Condt (Pvc) (Sch 80) (2") Lf 245.000 198 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 100.000 199 618 6062 Condt (Rm) (3/4") Lf 825.000 200 618 6064 Condt (Rm) (1") Lf 80.000 201 620 6004 Elec Condr (No.12) Insulated Lf 1,810.000 202 620 6007 Elec Condr (No.8) Bare Lf 1,030.000 203 620 6008 Elec Condr (No.8) Insulated Lf 15,190.000 204 620 6009 Elec Condr (No.6) Bare Lf 15,145.000 205 620 6010 Elec Condr (No.6) Insulated Lf 29,400.000 206 621 6002 Tray Cable (3 Condr) (12 Awg) Lf 3,495.000 207 624 6001 Ground Box Ty a (122311) Ea 9.000 208 624 6002 Ground Box Ty a (122311)w/Apron Ea 41.000 209 624 6008 Ground Box Ty c (162911)w/Apron Ea 15.000 210 624 6010 Ground Box Ty d (162922)w/Apron Ea 4.000 211 628 6002 Remove Electrical Services Ea 1.000 212 628 6003 Elc Srv Ty a 120/240 060(Ns)Al(e)Ps(u) Ea 1.000 213 628 6046 Elc Srv Ty a 240/480 060(Ns)Ss(e)Sp(u) Ea 3.000 214 628 6151 Elc Srv Ty d 120/240 060(Ns)Ss(n)Ps(u) Ea 2.000 215 628 6187 Elc Srv Ty d 120/240 070(Ns)Ss(e)Ps(u) Ea 1.000 216 636 6001 Aluminum Signs (Ty a) Sf 1,984.700 217 636 6002 Aluminum Signs (Ty g) Sf 112.500 218 636 6003 Aluminum Signs (Ty o) Sf 3,943.250 219 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 21.000 220 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 75.000 221 644 6009 In Sm Rd Sn Sup&Am Ty10bwg(1)Sb(p) Ea 12.000 222 644 6015 In Sm Rd Sn Sup&Am Ty10bwg(1)Sb(u) Ea 2.000 223 644 6021 In Sm Rd Sn Sup&Am Ty10bwg(2)Sb(p-Exal) Ea 2.000 224 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 2.000 225 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 2.000 226 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 1.000 227 644 6044 In Sm Rd Sn Sup&Am Tys80(1)Sb(u) Ea 2.000 228 644 6054 In Sm Rd Sn Sup&Am Tys80(2)Sb(p-Exal) Ea 1.000 229 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 7.000 230 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty s) Ea 2.000 231 644 6066 In Sm Rd Sn Sup&Am (Rail Mount) Ea 26.000 232 650 6025 Ins Oh Sn Sup(25 Ft Cant) Ea 1.000 233 650 6038 Ins Oh Sn Sup(35 Ft Cant) Ea 2.000 234 650 6045 Ins Oh Sn Sup(40 Ft Cant) Ea 5.000 235 650 6052 Ins Oh Sn Sup(40 Ft Comb) Ea 2.000 236 650 6069 Ins Oh Sn Sup(60 Ft Brdg) Ea 1.000 237 650 6074 Ins Oh Sn Sup(65 Ft Brdg) Ea 3.000 238 650 6077 Ins Oh Sn Sup(65 Ft Comb) Ea 2.000 239 650 6079 Ins Oh Sn Sup(70 Ft Brdg) Ea 1.000 240 650 6094 Ins Oh Sn Sup(85 Ft Brdg) Ea 1.000 241 650 6102 Ins Oh Sn Sup(90 Ft Comb) Ea 1.000 242 650 6204 Remove Overhd Sign Sup Ea 8.000 243 650 6205 Remove Overhd Sign Sup (Sign Only) Ea 2.000 244 658 6003 Instl Del Assm (d-Sw)Sz 1(Flx)Gnd(Br) Ea 29.000 245 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 182.000 246 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 149.000 247 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 11,888.000 248 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 40,774.000 249 662 6011 Wk Zn Pav Mrk Non-Remov (w)8"(Lndp) Lf 604.000 250 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 2,353.000 251 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 39,198.000 252 662 6052 Wk Zn Pav Mrk Remov (Refl) Ty Ii-c-r Ea 762.000 253 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 3,236.000 254 662 6061 Wk Zn Pav Mrk Remov (w)4"(Dot) Lf 694.000 255 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 41,148.000 256 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 302.000 257 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 38,835.000 258 666 6006 Refl Pav Mrk Ty i (w)4"(Dot)(100mil) Lf 192.000 259 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 14,527.000 260 666 6039 Refl Pav Mrk Ty i (w)12"(Lndp)(100mil) Lf 1,805.000 261 666 6042 Refl Pav Mrk Ty i (w)12"(Sld)(100mil) Lf 3,067.000 262 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 489.000 263 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 45.000 264 666 6057 Refl Pav Mrk Ty i(w)(Dbl Arrow)(100mil) Ea 7.000 265 666 6063 Refl Pav Mrk Ty i(w)(Uturn Arw)(100mil) Ea 4.000 266 666 6075 Refl Pav Mrk Ty i (w)(Number)(100mil) Ea 2.000 267 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 22.000 268 666 6099 Ref Pav Mrk Ty i(w)18"(Yld Tri)(100mil) Ea 35.000 269 666 6141 Refl Pav Mrk Ty i (y)12"(Sld)(100mil) Lf 373.000 270 666 6162 Re Pv Mrk Ty i(Black)6"(Shadow)(100mil) Lf 25,625.000 271 666 6224 Pavement Sealer 4" Lf 121,538.000 272 666 6225 Pavement Sealer 6" Lf 51,250.000 273 666 6226 Pavement Sealer 8" Lf 14,527.000 274 666 6228 Pavement Sealer 12" Lf 4,872.000 275 666 6230 Pavement Sealer 24" Lf 489.000 276 666 6231 Pavement Sealer (Arrow) Ea 45.000 277 666 6232 Pavement Sealer (Word) Ea 22.000 278 666 6234 Pavement Sealer (Dbl Arrow) Ea 7.000 279 666 6236 Pavement Sealer (Uturn Arrow) Ea 4.000 280 666 6243 Pavement Sealer (Yld Tri) Ea 35.000 281 666 6248 Pavement Sealer (Number) Ea 3.000 282 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 7,087.000 283 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 55,801.000 284 666 6306 Re Pm w/Ret Req Ty i (w)6"(Brk)(100mil) Lf 25,625.000 285 666 6309 Re Pm w/Ret Req Ty i (w)6"(Sld)(100mil) Lf 1,804.000 286 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 58,550.000 287 672 6007 Refl Pav Mrkr Ty i-c Ea 143.000 288 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 2,068.000 289 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 165,999.000 290 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 9,870.000 291 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 403.000 292 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 85.000 293 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 2.000 294 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 2.000 295 678 6001 Pav Surf Prep For Mrk (4") Lf 121,538.000 296 678 6002 Pav Surf Prep For Mrk (6") Lf 51,250.000 297 678 6004 Pav Surf Prep For Mrk (8") Lf 14,527.000 298 678 6006 Pav Surf Prep For Mrk (12") Lf 4,872.000 299 678 6008 Pav Surf Prep For Mrk (24") Lf 489.000 300 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 45.000 301 678 6010 Pav Surf Prep For Mrk (Dbl Arrow) Ea 7.000 302 678 6012 Pav Surf Prep For Mrk (Uturn Arr) Ea 4.000 303 678 6015 Pav Surf Prep For Mrk (Number) Ea 2.000 304 678 6016 Pav Surf Prep For Mrk (Word) Ea 22.000 305 678 6022 Pav Surf Prep For Mrk (18")(Yld Tri) Ea 35.000 306 680 6004 Removing Traffic Signals Ea 1.000 307 680 6005 Ins Hy Trf Sig (Dpt Sup Cnt & Cab)(Iso) Ea 1.000 308 682 6001 Veh Sig Sec (12")Led(Grn) Ea 12.000 309 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 6.000 310 682 6003 Veh Sig Sec (12")Led(Yel) Ea 16.000 311 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 4.000 312 682 6005 Veh Sig Sec (12")Led(Red) Ea 16.000 313 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 4.000 314 682 6018 Ped Sig Sec (Led)(Countdown) Ea 12.000 315 682 6054 Backplate w/Ref Brdr(3 Sec)(Vent)Alum Ea 16.000 316 682 6056 Backplate w/Ref Brdr(5 Sec)(Vent)Alum Ea 2.000 317 684 6031 Trf Sig Cbl (Ty a)(14 Awg)(5 Condr) Lf 3,810.000 318 684 6033 Trf Sig Cbl (Ty a)(14 Awg)(7 Condr) Lf 125.000 319 684 6046 Trf Sig Cbl (Ty a)(14 Awg)(20 Condr) Lf 2,395.000 320 684 6079 Trf Sig Cbl (Ty c)(12 Awg)(2 Condr) Lf 4,860.000 321 686 6032 Ins Trf Sig Pl Am(s)1 Arm(28')Lum&Ilsn Ea 1.000 322 686 6048 Ins Trf Sig Pl Am(s)1 Arm(44')Lum&Ilsn Ea 2.000 323 686 6050 Ins Trf Sig Pl Am(s)1 Arm(48')Ilsn Ea 1.000 324 686 6052 Ins Trf Sig Pl Am(s)1 Arm(48')Lum&Ilsn Ea 2.000 325 687 6001 Ped Pole Assembly Ea 7.000 326 688 6001 Ped Detect Push Button (Aps) Ea 12.000 327 688 6003 Ped Detector Controller Unit Ea 1.000 328 730 6107 Full - Width Mowing Cyc 11.000 329 734 6002 Litter Removal Cyc 42.000 330 735 6001 Debris Removal (Cntr Medians/Mainlanes) Cyc 182.000 331 735 6005 Debris Removal (Entrance/Exit Ramps) Cyc 84.000 332 738 6003 Cleaning / Sweeping (Outside Main Lane) Cyc 42.000 333 738 6007 Cleaning / Sweeping(Entrance/Exit Ramp) Cyc 42.000 334 774 6010 Repair (React) Ea 16.000 335 1005 6001 Loose Aggr For Groundcover (Type i) Cy 204.000 336 3077 6001 Sp Mixes Sp-b Pg64-22 Ton 22,310.000 337 3077 6013 Sp Mixes Sp-c Sac-b Pg64-22 Ton 5,112.000 338 3077 6075 Tack Coat Gal 7,392.000 339 4058 6001 Sound Walls Sf 15,251.000 340 5048 6002 Floating Turbidity Barrier(Fur & Inst) Lf 23,570.000 341 5048 6003 Floating Turbidity Barrier (Remove) Lf 23,570.000 342 5116 6001 Amphibian/Reptile Exclusion Fence Inst Lf 5,756.000 343 5116 6002 Amphibian/Reptile Exclusion Fence Rem Lf 5,756.000 344 6000 6024 Install Roadway Illum Assembly (Led) Ea 6.000 345 6001 6002 Portable Changeable Message Sign Ea 12.000 346 6004 6031 Its Com Cbl (Ethernet) Lf 195.000 347 6007 6010 Fiber Optic Cbl (Sngle-Mode)(6 Fiber) Lf 1,540.000 348 6007 6013 Fiber Optic Cbl (Sngle-Mode)(36 Fiber) Lf 9,625.000 349 6007 6014 Fiber Optic Cbl (Sngle-Mode)(48 Fiber) Lf 9,720.000 350 6007 6087 Fo Splice Enclosure (Type 1) Ea 1.000 351 6007 6094 Fiber Optic Fusion Splice Ea 36.000 352 6007 6095 Fiber Optic Patch Panel (6 Position) Ea 4.000 353 6007 6101 Fiber Optic Patch Panel (96 Position) Ea 1.000 354 6008 6027 Its Grnd Mnt Cab (Ty 4) (Conf 2) Ea 1.000 355 6010 6012 Relocate Cctv Field Equipment Ea 1.000 356 6016 6006 Its Multi-Duct Cnd (Pvc-40) Lf 1,655.000 357 6016 6007 Its Multi-Duct Cnd (Pvc-40)(Bore) Lf 1,295.000 358 6027 6008 Ground Box (Prepare) Ea 1.000 359 6032 6001 System Integration Ls 1.000 360 6062 6042 Relocate Its Radio Ea 5.000 361 6062 6043 Remove Its Radio Ea 4.000 362 6064 6062 Its Pole (60 Ft)(Rel) Ea 1.000 363 6064 6090 Its Pole Mnt Cab (Ty 3)(Conf 1)(Rel) Ea 1.000 364 6151 6001 Remove And Relocate Dms System Ea 1.000 365 6185 6002 Tma (Stationary) Day 325.000 366 6185 6003 Tma (Mobile Operation) Hr 1,648.000 367 6186 6006 Its Gnd Box(Pcast) Ty 1 (243660)w/Aprn Ea 9.000 368 6186 6012 Its Gnd Box(Pcast) Ty 2 (366060)w/Aprn Ea 1.000 369 6292 6004 Rvds(Presence Det Only)(Install Only) Ea 2.000 370 6292 6006 Rvds(Pres And Adv Det)(Install Only) Ea 4.000 371 6304 6006 Its Rvsd (Dc & Wwa) (Relocate) Ea 1.000 372 7084 6001 Dredging (Site a) Cy 17,132.000 373
Details

Bridge, New Construction.
Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 - Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 - Thermal and Moisture Protection, Expansion Control.
Division 09 - Finishes, High-Performance Coatings.
Division 10 - Specialties, Signage, Traffic Signage.
Division 26 - Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 - Earthwork, Embankments, Erosion and Sedimentation Controls, Earthwork Methods, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways, Fences and Gates, Retaining Walls.
Division 34 - Transportation, Bridges.
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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents