Similar Projects
Last Updated | 09/04/2021 03:03 AM |
Project Title | IH 35-Replacement of Bridge Rail |
Physical Address | View project details and contacts |
City, State (County) | TX (Webb 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 | $2,511,473 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 432 6045 Riprap (Mow Strip)(4 In) Cy 541.000 1 451 6019 Retrofit Rail (Ty T631) Lf 1,250.000 2 451 6048 Retrofit Rail (Add Hss) Lf 1,384.000 3 500 6001 Mobilization Ls 1.000 4 502 6001 Barricades, Signs And Traffic Handling Mo 10.000 5 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 4,777.000 6 506 6011 Rock Filter Dams (Remove) Lf 4,777.000 7 506 6020 Construction Exits (Install) (Ty 1) Sy 2,184.000 8 506 6024 Construction Exits (Remove) Sy 2,184.000 9 506 6030 Backhoe Work (Erosion & Sedmt Cont) Hr 56.000 10 506 6038 Temp Sedmt Cont Fence (Install) Lf 2,240.000 11 506 6039 Temp Sedmt Cont Fence (Remove) Lf 2,240.000 12 510 6001 One-Way Traf Cont (Flagger Cont) Hr 896.000 13 510 6003 One-Way Traf Cont (Port Traf Sig) Mo 6.000 14 512 6072 Ptb (Frn&Instl)(Sgl Slp)(Ty 1) Or (Stl) Lf 150.000 15 512 6074 Ptb (Move)(Sgl Slp)(Ty 1) Or (Stl) Lf 3,750.000 16 512 6076 Ptb (Remove)(Sgl Slp)(Ty 1) Or (Stl) Lf 150.000 17 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 7,363.000 18 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 22.000 19 540 6016 Downstream Anchor Terminal Section Ea 11.000 20 540 6018 Mtl Bm Gd Fen Trans (Non - Sym) Ea 10.000 21 540 6037 Mtl Bm Gd Fen Trans (Anchor Plate) Ea 14.000 22 542 6001 Remove Metal Beam Guard Fence Lf 5,463.000 23 542 6002 Remove Terminal Anchor Section Ea 62.000 24 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 4.000 25 544 6001 Guardrail End Treatment (Install) Ea 67.000 26 544 6003 Guardrail End Treatment (Remove) Ea 10.000 27 545 6003 Crash Cush Atten (Move & Reset) Ea 54.000 28 545 6005 Crash Cush Atten (Remove) Ea 4.000 29 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 4.000 30 658 6062 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2(Bi) Ea 295.000 31 658 6100 Instl Om Assm (Om-2z)(Wflx)Gnd(Bi) Ea 124.000 32 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-A-A Ea 8,640.000 33 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 19,720.000 34 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 600.000 35 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 116,160.000 36 662 6110 Wk Zn Pav Mrk Sht Term (Tab)Ty Y Ea 2,904.000 37 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 19,200.000 38 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 153,560.000 39 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 76,580.000 40 677 6028 Elim Ext Pv Mrk & Mrks (Rumble Strip) Lf 3,840.000 41 6001 6002 Portable Changeable Message Sign Ea 38.000 42 6056 6001 Preformed In-Lane(Trans) Rumble Strip Lf 2,240.000 43 6185 6002 Tma (Stationary) Day 196.000 44 |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |