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Bridge Construction Project Lead, TX   (Dallas County)

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Last Updated 11/06/2020 03:04 AM
Project Title

Replace Bridge and Approaches
Physical Address View project details and contacts
City, State (County) TX   (Dallas County)
Category(s) Heavy and Highway
Sub-Category(s) Bridge
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $15,160,650
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 32.650 1 104 6001 Removing Conc (Pav) Sy 9,046.600 2 104 6009 Removing Conc (Riprap) Sy 339.800 3 104 6011 Removing Conc (Medians) Sy 297.800 4 104 6017 Removing Conc (Driveways) Sy 13.900 5 104 6021 Removing Conc (Curb) Lf 2,914.000 6 104 6023 Removing Conc (Ctb) Lf 1,136.000 7 104 6024 Removing Conc (Retaining Walls) Sy 226.100 8 104 6027 Removing Conc (Appr Slab) Sy 253.900 9 104 6037 Remove Conc (Rail) Lf 523.000 10 105 6011 Removing Stab Base And Asph Pav (2"-6") Sy 9,979.600 11 110 6001 Excavation (Roadway) Cy 3,010.000 12 132 6025 Embankment (Final) (Dens Cont) (Ty c1) Cy 12,386.000 13 132 6026 Embankment (Final) (Dens Cont) (Ty c2) Cy 856.000 14 161 6017 Compost Manuf Topsoil (4") Sy 7,515.000 15 162 6002 Block Sodding Sy 7,515.000 16 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 6,900.000 17 168 6001 Vegetative Watering Mg 2,144.000 18 275 6010 Cement Treat (Subgrade) (8") Sy 10,891.700 19 360 6002 Conc Pvmt (Cont Reinf - Crcp) (8") Sy 10,402.900 20 400 6005 Cem Stabil Bkfl Cy 553.800 21 400 6006 Cut & Restoring Pav Sy 364.400 22 402 6001 Trench Excavation Protection Lf 1,090.000 23 403 6001 Temporary Spl Shoring Sf 1,239.000 24 416 6003 Drill Shaft (30 In) Lf 318.000 25 416 6004 Drill Shaft (36 In) Lf 5,437.000 26 416 6005 Drill Shaft (42 In) Lf 705.000 27 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 12.000 28 416 6023 Drill Shaft (Sign Mts) (54 In) Lf 48.000 29 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 72.000 30 420 6011 Cl b Conc (Flume) Cy 1.900 31 420 6014 Cl c Conc (Abut)(Hpc) Cy 92.200 32 420 6030 Cl c Conc (Cap)(Hpc) Cy 827.900 33 420 6038 Cl c Conc (Column)(Hpc) Cy 1,019.400 34 420 6063 Cl c Conc (Retaining Wall)(Src) Cy 33.100 35 422 6002 Reinf Conc Slab (Hpc) Sf 151,920.000 36 422 6016 Approach Slab (Hpc) Cy 125.200 37 423 6001 Retaining Wall (Mse) Sf 2,689.000 38 423 6007 Retaining Wall (Drill Shaft) (Facia) Sf 816.000 39 425 6038 Prestr Conc Girder (Tx46) Lf 23,352.000 40 432 6001 Riprap (Conc)(4 In) Cy 55.200 41 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 472.800 42 432 6045 Riprap (Mow Strip)(4 In) Cy 32.800 43 450 6014 Rail (Ty t551) Lf 638.000 44 450 6015 Rail (Ty t551)(Hpc) Lf 3,804.000 45 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 870.000 46 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 9.000 47 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 397.000 48 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 660.000 49 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 16.000 50 464 6011 Rc Pipe (Cl Iii)(54 In) Lf 8.000 51 465 6006 Jctbox(Compl)(Pjb)(4ftx4ft) Ea 2.000 52 465 6009 Jctbox(Compl)(Pjb)(5ftx5ft) Ea 3.000 53 465 6013 Inlet (Compl)(Pco)(3ft)(None) Ea 1.000 54 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 1.000 55 465 6030 Inlet (Compl)(Pcu)(3ft)(Left) Ea 2.000 56 465 6031 Inlet (Compl)(Pcu)(3ft)(Right) Ea 3.000 57 465 6130 Inlet (Compl)(Psl)(Fg)(3ftx5ft-3ftx5ft) Ea 1.000 58 465 6132 Inlet (Compl)(Psl)(Fg)(4ftx5ft-4ftx4ft) Ea 1.000 59 496 6002 Remov Str (Inlet) Ea 10.000 60 496 6003 Remov Str (Manhole) Ea 1.000 61 496 6007 Remov Str (Pipe) Lf 1,791.000 62 496 6012 Remov Str (Bridge 1000 Ft Or Greater) Ea 1.000 63 496 6023 Remove Str (Junction Box) Ea 16.000 64 500 6001 Mobilization Ls 1.000 65 502 6001 Barricades, Signs And Traffic Handling Mo 22.000 66 506 6020 Construction Exits (Install) (Ty 1) Sy 258.000 67 506 6024 Construction Exits (Remove) Sy 258.000 68 506 6038 Temp Sedmt Cont Fence (Install) Lf 3,327.000 69 506 6039 Temp Sedmt Cont Fence (Remove) Lf 3,327.000 70 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 219.000 71 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 219.000 72 508 6001 Constructing Detours Sy 60.900 73 512 6005 Port Ctb (Fur & Inst)(f-Shape)(Ty 1) Lf 2,520.000 74 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 2,310.000 75 512 6053 Port Ctb (Remove)(f-Shape)(Ty 1) Lf 2,520.000 76 514 6013 Perm Ctb (f-Shape) (Ty 1) Lf 490.000 77 514 6028 Perm Ctb(f-Shape)(Ty 1)(Hpc) Lf 1,939.000 78 529 6002 Conc Curb (Ty Ii) Lf 57.000 79 529 6005 Conc Curb (Mono) (Ty Ii) Lf 3,366.000 80 531 6001 Conc Sidewalks (4") Sy 128.300 81 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 375.000 82 540 6005 Terminal Anchor Section Ea 1.000 83 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 3.000 84 540 6016 Downstream Anchor Terminal Section Ea 2.000 85 542 6001 Remove Metal Beam Guard Fence Lf 626.000 86 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 87 545 6005 Crash Cush Atten (Remove) Ea 4.000 88 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 4.000 89 550 6008 Chain Link Fence (Install) (8') Lf 1,330.000 90 610 6006 Remove Rd Il Asm (Bridge Mount) Ea 8.000 91 610 6009 Remove Rd Il Asm (Trans-Base) Ea 10.000 92 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 4.000 93 610 6105 In Rd Il (u/p) (Ty 1) (250w Eq) Led Ea 8.000 94 610 6191 In Rd Il (Ty Sp) 38s-8-8 (250w Eq) Led Ea 17.000 95 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 8.000 96 610 6215 In Rd Il (Ty Sa) 40t-8-8 (250w Eq) Led Ea 1.000 97 618 6023 Condt (Pvc) (Sch 40) (2") Lf 3,796.000 98 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 523.000 99 618 6064 Condt (Rm) (1") Lf 488.000 100 618 6070 Condt (Rm) (2") Lf 74.000 101 620 6005 Elec Condr (No.10) Bare Lf 622.000 102 620 6006 Elec Condr (No.10) Insulated Lf 1,244.000 103 620 6007 Elec Condr (No.8) Bare Lf 4,609.000 104 620 6008 Elec Condr (No.8) Insulated Lf 9,284.000 105 624 6002 Ground Box Ty a (122311)w/Apron Ea 4.000 106 628 6041 Elc Srv Ty a 240/480 060(Ns)Ss(e)Gc(o) Ea 2.000 107 636 6002 Aluminum Signs (Ty g) Sf 96.000 108 636 6003 Aluminum Signs (Ty o) Sf 190.500 109 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 8.000 110 644 6009 In Sm Rd Sn Sup&Am Ty10bwg(1)Sb(p) Ea 1.000 111 644 6012 In Sm Rd Sn Sup&Am Ty10bwg(1)Sb(t) Ea 2.000 112 644 6051 In Sm Rd Sn Sup&Am Tys80(2)Sa(p-Exal) Ea 1.000 113 647 6001 Install Lrss (Struct Steel) Lb 300.000 114 650 6045 Ins Oh Sn Sup(40 Ft Cant) Ea 1.000 115 650 6204 Remove Overhd Sign Sup Ea 3.000 116 658 6003 Instl Del Assm (d-Sw)Sz 1(Flx)Gnd(Br) Ea 7.000 117 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 44.000 118 658 6019 Instl Del Assm (d-Sy)Sz 1(Flx)Gnd(Br) Ea 6.000 119 658 6027 Instl Del Assm (d-Sy)Sz (Brf)Ctb (Bi) Ea 31.000 120 658 6060 Remove Delin & Object Marker Assms Ea 1.000 121 662 6052 Wk Zn Pav Mrk Remov (Refl) Ty Ii-c-r Ea 2.000 122 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 50.000 123 662 6061 Wk Zn Pav Mrk Remov (w)4"(Dot) Lf 72.000 124 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 14,164.000 125 662 6071 Wk Zn Pav Mrk Remov (w)8"(Sld) Lf 563.000 126 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 78.000 127 662 6094 Wk Zn Pav Mrk Remov (y)4"(Dot) Lf 34.000 128 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 16,255.000 129 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 555.000 130 666 6042 Refl Pav Mrk Ty i (w)12"(Sld)(100mil) Lf 144.000 131 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 766.000 132 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 4.000 133 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 4.000 134 666 6224 Pavement Sealer 4" Lf 17,513.000 135 666 6225 Pavement Sealer 6" Lf 2,162.000 136 666 6226 Pavement Sealer 8" Lf 555.000 137 666 6228 Pavement Sealer 12" Lf 144.000 138 666 6230 Pavement Sealer 24" Lf 766.000 139 666 6231 Pavement Sealer (Arrow) Ea 4.000 140 666 6232 Pavement Sealer (Word) Ea 4.000 141 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 8,705.000 142 666 6306 Re Pm w/Ret Req Ty i (w)6"(Brk)(100mil) Lf 2,162.000 143 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 8,808.000 144 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 126.000 145 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 9,550.000 146 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 665.000 147 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 248.000 148 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 4.000 149 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 4.000 150 678 6001 Pav Surf Prep For Mrk (4") Lf 17,513.000 151 678 6002 Pav Surf Prep For Mrk (6") Lf 2,162.000 152 678 6004 Pav Surf Prep For Mrk (8") Lf 555.000 153 678 6006 Pav Surf Prep For Mrk (12") Lf 144.000 154 678 6008 Pav Surf Prep For Mrk (24") Lf 766.000 155 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 4.000 156 678 6016 Pav Surf Prep For Mrk (Word) Ea 4.000 157 730 6107 Full - Width Mowing Cyc 6.000 158 734 6002 Litter Removal Cyc 22.000 159 740 6005 Anti - Graffiti Coatng(Permnent-Ty Iii) Sf 3,132.000 160 3077 6003 Sp Mixes Sp-b Sac-b Pg64-22 Ton 2,435.000 161 6001 6002 Portable Changeable Message Sign Ea 2.000 162 6185 6002 Tma (Stationary) Day 565.000 163 6185 6003 Tma (Mobile Operation) Hr 52.000 164
Details

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, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 - Transportation, Bridges.
Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents