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Last Updated 11/07/2019 07:28 AM
Project Title

Bridge Replacement

Physical Address View project details and contacts
City, State (County) TX   (Harris 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 $6,676,828
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6008 Preparing Row (Tree) (0" To 6" Dia) Ea 14.000 1 104 6001 Removing Conc (Pav) Sy 4,002.000 2 104 6009 Removing Conc (Riprap) Sy 1,067.000 3 104 6011 Removing Conc (Medians) Sy 7.000 4 104 6015 Removing Conc (Sidewalks) Sy 186.000 5 104 6023 Removing Conc (Ctb) Lf 188.000 6 104 6027 Removing Conc (Appr Slab) Sy 581.000 7 104 6032 Removing Conc (Wheelchair Ramp) Sy 70.000 8 104 6037 Remove Conc (Rail) Lf 272.000 9 105 6018 Removing Stab Base And Asph Pav (7") Sy 737.000 10 110 6001 Excavation (Roadway) Cy 305.000 11 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 1,699.000 12 162 6002 Block Sodding Sy 215.000 13 166 6001 Fertilizer Ac 0.050 14 168 6001 Vegetative Watering Mg 6.000 15 292 6002 Asphalt Stab Base (Gr 2)(Pg 64) Ton 245.000 16 360 6044 Conc Pvmt (Cont Reinf)(Fast Trk)(12") Sy 3,377.000 17 360 6045 Conc Pvmt (Cont Reinf)(Fast Trk)(15") Sy 761.000 18 400 6001 Struct Excav Cy 48.000 19 400 6005 Cem Stabil Bkfl Cy 35.000 20 400 6009 Cement Stab Backfill (Inlet Or Mh) Cy 6.000 21 402 6001 Trench Excavation Protection Lf 90.000 22 403 6001 Temporary Spl Shoring Sf 7,713.000 23 416 6003 Drill Shaft (30 In) Lf 648.000 24 416 6004 Drill Shaft (36 In) Lf 900.000 25 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 15.000 26 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 110.000 27 420 6013 Cl c Conc (Abut) Cy 107.600 28 420 6029 Cl c Conc (Cap) Cy 178.000 29 420 6037 Cl c Conc (Column) Cy 196.600 30 420 6043 Cl c Conc (Footing) Cy 267.000 31 420 6122 Cl Hes Conc (Approach Slab) Cy 228.000 32 422 6001 Reinf Conc Slab Sf 29,274.000 33 422 6011 Bridge Median Sf 364.000 34 422 6013 Bridge Sidewalk Sf 4,674.000 35 425 6035 Prestr Conc Girder (Tx28) Lf 4,468.400 36 432 6001 Riprap (Conc)(4 In) Cy 40.800 37 432 6003 Riprap (Conc)(6 In) Cy 3.000 38 432 6008 Riprap (Conc)(Cl b)(Rr8&Rr9) Cy 130.100 39 432 6045 Riprap (Mow Strip)(4 In) Cy 28.000 40 442 6007 Str Steel (Misc Non - Bridge) Lb 5,204.000 41 450 6004 Rail (Ty t221) Lf 137.000 42 450 6023 Rail (Ty Sstr) Lf 273.000 43 450 6030 Rail (Ty c221) Lf 540.000 44 454 6020 Sealed Expansion Joint (4 In) (Sej - b) Lf 220.000 45 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 90.000 46 465 6269 Inlet (Compl)(Ty c) Ea 1.000 47 479 6001 Adjusting Manholes Ea 3.000 48 479 6002 Adjusting Inlets Ea 4.000 49 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 1.000 50 500 6001 Mobilization Ls 1.000 51 502 6001 Barricades, Signs And Traffic Handling Mo 10.000 52 506 6020 Construction Exits (Install) (Ty 1) Sy 620.000 53 506 6024 Construction Exits (Remove) Sy 620.000 54 506 6038 Temp Sedmt Cont Fence (Install) Lf 1,371.000 55 506 6039 Temp Sedmt Cont Fence (Remove) Lf 1,371.000 56 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 149.000 57 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 149.000 58 508 6001 Constructing Detours Sy 278.000 59 512 6013 Port Ctb (Des Source)(Sgl Slp)(Ty 1) Lf 4,110.000 60 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 2,100.000 61 512 6037 Port Ctb (Stkpl)(Sgl Slp)(Ty 1) Lf 4,110.000 62 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 26.000 63 514 6040 Perm Ctb (Sscb)(Ty 3)(Mod) Lf 163.000 64 529 6002 Conc Curb (Ty Ii) Lf 1,198.000 65 531 6001 Conc Sidewalks (4") Sy 159.000 66 531 6005 Curb Ramps (Ty 2) Ea 2.000 67 531 6010 Curb Ramps (Ty 7) Ea 6.000 68 531 6013 Curb Ramps (Ty 10) Ea 4.000 69 531 6015 Curb Ramps (Ty 20) Ea 2.000 70 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 150.000 71 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 4.000 72 542 6001 Remove Metal Beam Guard Fence Lf 138.000 73 542 6002 Remove Terminal Anchor Section Ea 2.000 74 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 4.000 75 544 6001 Guardrail End Treatment (Install) Ea 4.000 76 544 6003 Guardrail End Treatment (Remove) Ea 2.000 77 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 78 545 6004 Crash Cush Atten (Stkpl) Ea 2.000 79 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 2.000 80 618 6023 Condt (Pvc) (Sch 40) (2") Lf 380.000 81 618 6031 Condt (Pvc) (Sch 40) (3") (Conc Encse) Lf 2,200.000 82 618 6042 Condt (Pvc) (Sch 80) (1 1/4") Lf 300.000 83 618 6046 Condt (Pvc) (Sch 80) (2") Lf 1,280.000 84 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 1,030.000 85 618 6053 Condt (Pvc) (Sch 80) (3") Lf 95.000 86 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 910.000 87 618 6058 Condt (Pvc) (Sch 80) (4") Lf 105.000 88 618 6059 Condt (Pvc) (Sch 80) (4") (Bore) Lf 255.000 89 618 6070 Condt (Rm) (2") Lf 280.000 90 618 6074 Condt (Rm) (3") Lf 316.000 91 618 6078 Condt (Rm) (4") Lf 280.000 92 620 6002 Elec Condr (No.14) Insulated Lf 23,570.000 93 620 6007 Elec Condr (No.8) Bare Lf 115.000 94 620 6008 Elec Condr (No.8) Insulated Lf 230.000 95 620 6009 Elec Condr (No.6) Bare Lf 2,770.000 96 620 6011 Elec Condr (No.4) Bare Lf 580.000 97 620 6012 Elec Condr (No.4) Insulated Lf 1,635.000 98 621 6005 Tray Cable (4 Condr) (12 Awg) Lf 1,920.000 99 624 6002 Ground Box Ty a (122311)w/Apron Ea 7.000 100 624 6009 Ground Box Ty d (162922) Ea 4.000 101 624 6010 Ground Box Ty d (162922)w/Apron Ea 15.000 102 624 6028 Remove Ground Box Ea 12.000 103 628 6145 Elc Srv Ty d 120/240 060(Ns)Ss(e)Sp(o) Ea 1.000 104 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 2.000 105 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 2.000 106 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 2.000 107 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 4.000 108 644 6076 Remove Sm Rd Sn Sup&Am Ea 2.000 109 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 9,984.000 110 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 15,662.000 111 662 6067 Wk Zn Pav Mrk Remov (w)6"(Sld) Lf 330.000 112 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 59.000 113 662 6080 Wk Zn Pav Mrk Remov (w)(Arrow) Ea 2.000 114 662 6090 Wk Zn Pav Mrk Remov (w)(Word) Ea 2.000 115 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 21,337.000 116 666 6212 Refl Pav Mrk Ty Ii (y) 12" (Sld) Lf 84.000 117 666 6216 Refl Pav Mrk Ty Ii (y) (Island) Sf 550.000 118 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 18.000 119 668 6078 Prefab Pav Mrk Ty c (w) (Dbl Arrow) Ea 4.000 120 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 18.000 121 668 6094 Prefab Pav Mrk Ty c (w)(Bike Arrow) Ea 2.000 122 668 6096 Prefab Pav Mrk Ty c (w)(Bike Symbol) Ea 2.000 123 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 695.000 124 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 1,919.000 125 677 6002 Elim Ext Pav Mrk & Mrks (6") Lf 27,656.000 126 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 3,395.000 127 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 2,526.000 128 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 169.000 129 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 10.000 130 677 6009 Elim Ext Pav Mrk & Mrks (Dbl Arrow) Ea 4.000 131 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 10.000 132 678 6019 Pav Surf Prep For Mrk (Island) Sf 550.000 133 678 6026 Pav Surf Prep For Mrk (Bike Arrow) Ea 2.000 134 678 6028 Pav Surf Prep For Mrk (Bike Symbol) Ea 2.000 135 678 6034 Pav Surf Prep For Mrk (Blast Cln)(4") Lf 1,789.000 136 678 6035 Pav Surf Prep For Mrk (Blast Cln)(6") Lf 28,662.000 137 678 6036 Pav Surf Prep For Mrk (Blast Cln)(8") Lf 4,123.000 138 678 6037 Pav Surf Prep For Mrk (Blast Cln)(12") Lf 2,614.000 139 678 6038 Pav Surf Prep For Mrk (Blast Cln)(24") Lf 169.000 140 678 6039 Pv Surf Prep For Mrk (Blst Cln)(Arrws) Ea 18.000 141 678 6040 Pv Surf Prep Mrks (Blst Cln)(Dbl Arw) Ea 4.000 142 678 6045 Pv Surf Prp For Mrk (Blst Cln)(Words) Ea 18.000 143 680 6003 Install Hwy Trf Sig (System) Ea 1.000 144 680 6004 Removing Traffic Signals Ea 1.000 145 681 6001 Temp Traf Signals Ea 2.000 146 682 6001 Veh Sig Sec (12")Led(Grn) Ea 14.000 147 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 8.000 148 682 6003 Veh Sig Sec (12")Led(Yel) Ea 14.000 149 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 6.000 150 682 6005 Veh Sig Sec (12")Led(Red) Ea 14.000 151 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 6.000 152 682 6017 Ped Sig Sec (Led)(2 Indications) Ea 16.000 153 682 6018 Ped Sig Sec (Led)(Countdown) Ea 16.000 154 682 6023 Back Plate (12")(3 Sec) Ea 18.000 155 682 6024 Back Plate (12")(4 Sec) Ea 2.000 156 684 6029 Trf Sig Cbl (Ty a)(14 Awg)(3 Condr) Lf 6,475.000 157 684 6031 Trf Sig Cbl (Ty a)(14 Awg)(5 Condr) Lf 6,475.000 158 684 6033 Trf Sig Cbl (Ty a)(14 Awg)(7 Condr) Lf 9,520.000 159 684 6080 Trf Sig Cbl (Ty c)(14 Awg)(2 Condr) Lf 7,225.000 160 686 6045 Ins Trf Sig Pl Am(s)1 Arm(44`) Ea 1.000 161 686 6053 Ins Trf Sig Pl Am(s)1 Arm(50`) Ea 1.000 162 686 6059 Ins Trf Sig Pl Am(s)1 Arm(55`)Lum Ea 1.000 163 686 6063 Ins Trf Sig Pl Am(s)1 Arm(60`)Lum Ea 1.000 164 686 6067 Ins Trf Sig Pl Am(s)1 Arm(65`)Lum Ea 2.000 165 687 6001 Ped Pole Assembly Ea 12.000 166 688 6001 Ped Detect Push Button (Aps) Ea 16.000 167 688 6003 Ped Detector Controller Unit Ea 2.000 168 688 6004 Veh Lp Detect (Sawcut) Lf 1,290.000 169 4099 6001 Ornamental Steel Fence Lf 460.000 170 6001 6001 Portable Changeable Message Sign Day 738.000 171 6007 6010 Fiber Optic Cbl (Sngle-Mode)(6 Fiber) Lf 4,210.000 172 6007 6017 Fiber Optic Cbl (Sngle-Mode)(144 Fiber) Lf 11,785.000 173 6007 6027 Fiber Optic Patch Panel (144 Position) Ea 2.000 174 6007 6094 Fiber Optic Fusion Splice Ea 84.000 175 6016 6008 Its Multi-Duct Cnd (Pvc-40)(Conc Encse) Lf 575.000 176 6016 6011 Its Multi-Duct Cnd (Pvc-80)(Bore) Lf 370.000 177 6016 6013 Its Multi-Duct Cnd (Rmc) Lf 316.000 178 6027 6003 Conduit (Prepare) Lf 1,500.000 179 6033 6002 Ctms Relocation (Hub Bldg) Ea 1.000 180 6035 6001 Fiber Optic Video Data Transmitter Ea 3.000 181 6035 6002 Fiber Optic Video Data Receiver Ea 2.000 182 6038 6001 Multipolymer Pav Mrk (w)(4")(Sld) Lf 1,309.000 183 6038 6002 Multipolymer Pav Mrk (w)(4")(Brk) Lf 480.000 184 6038 6004 Multipolymer Pav Mrk (w)(6")(Sld) Lf 9,401.000 185 6038 6005 Multipolymer Pav Mrk (w)(6")(Brk) Lf 5,910.000 186 6038 6006 Multipolymer Pav Mrk (w)(6")(Dot) Lf 186.000 187 6038 6007 Multipolymer Pav Mrk (w)(8")(Sld) Lf 4,123.000 188 6038 6011 Multipolymer Pav Mrk (w)(12")(Sld) Lf 2,272.000 189 6038 6012 Multipolymer Pav Mrk (w)(12")(Lndp) Lf 342.000 190 6038 6013 Multipolymer Pav Mrk (w)(24")(Sld) Lf 169.000 191 6038 6017 Multipolymer Pav Mrk (y)(6")(Sld) Lf 7,665.000 192 6038 6024 Multipolymer Pav Mrk (Blk)(6")(Brk) Lf 5,500.000 193 6058 6001 Bbu System (External Batt Cabinet) Ea 1.000 194 6061 6001 Gps Communications Unit Ea 1.000 195 6185 6002 Tma (Stationary) Day 274.000 196 6185 6003 Tma (Mobile Operation) Hr 144.000 197 6186 6002 Its Gnd Box(Pcast) Ty 1 (243636)w/Aprn Ea 9.000 198 6306 6001 Vivds Prosr Sys Ea 1.000 199 6306 6006 Vivds Temporary Ea 2.000 200

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.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents