Similar Projects
| Last Updated | 12/06/2018 07:16 AM |
| Project Title | PFC-C Overlay |
| Physical Address | View project details and contacts |
| City, State (County) | TX (Travis 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 | $2,397,360 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | 104 6054 Removing Concrete(Mow Strip) Lf 2,190.000 1 134 6001 Backfill (Ty a) Sta 183.000 2 340 6246 d-Gr Hma (Sq) Ty-d Pg64_22(Level-Up) Ton 620.000 3 342 6002 Pfc (Asphalt) Pg76-22 Ton 635.000 4 342 6006 Pfc-c (Aggregate)(Pg76 Mix) Sac-a Ton 9,944.000 5 351 6013 Flexible Pavement Structure Repair(4") Sy 13,360.000 6 354 6045 Plane Asph Conc Pav (2") Sy 22,435.000 7 354 6051 Plane Asph Conc Pav (0" To 1 1/2") Sy 2,410.000 8 432 6045 Riprap (Mow Strip)(4 In) Cy 364.000 9 500 6001 Mobilization Ls 1.000 10 502 6001 Barricades, Signs And Traffic Handling Mo 2.000 11 506 6038 Temp Sedmt Cont Fence (Install) Lf 2,500.000 12 506 6039 Temp Sedmt Cont Fence (Remove) Lf 2,500.000 13 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 4,150.000 14 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 231.250 15 540 6010 Mtl w-Beam Gd Fen Adjustment Lf 3,631.250 16 540 6012 Terminal Anchor Section Adjustment Ea 11.000 17 540 6014 Short Radius Lf 62.500 18 540 6015 Driveway Terminal Anchor Section Ea 3.000 19 540 6016 Downstream Anchor Terminal Section Ea 23.000 20 542 6001 Remove Metal Beam Guard Fence Lf 4,443.750 21 542 6002 Remove Terminal Anchor Section Ea 26.000 22 544 6001 Guardrail End Treatment (Install) Ea 21.000 23 544 6003 Guardrail End Treatment (Remove) Ea 19.000 24 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 140.000 25 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 4,538.000 26 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 1,804.000 27 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 675.000 28 666 6041 Refl Pav Mrk Ty i (w)12"(Sld)(090mil) Lf 246.000 29 666 6047 Refl Pav Mrk Ty i (w)24"(Sld)(090mil) Lf 180.000 30 666 6053 Refl Pav Mrk Ty i (w)(Arrow)(090mil) Ea 7.000 31 666 6056 Refl Pav Mrk Ty i(w)(Dbl Arrow)(090mil) Ea 25.000 32 666 6077 Refl Pav Mrk Ty i (w)(Word)(090mil) Ea 7.000 33 666 6299 Re Pm w/Ret Req Ty i (w)4"(Brk)(090mil) Lf 9,070.000 34 666 6311 Re Pm w/Ret Req Ty i (y)4"(Brk)(090mil) Lf 9,020.000 35 666 6314 Re Pm w/Ret Req Ty i (y)4"(Sld)(090mil) Lf 35,928.000 36 666 6342 Ref Prof Pav Mrk Ty i(w)4"(Sld)(100mil) Lf 36,018.000 37 672 6007 Refl Pav Mrkr Ty i-c Ea 921.000 38 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 966.000 39 3041 6001 Underseal Course Gal 31,345.000 40 6001 6001 Portable Changeable Message Sign Day 92.000 41 6185 6002 Tma (Stationary) Day 12.000 42 6185 6003 Tma (Mobile Operation) Hr 24.000 43 | ||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
