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Last Updated | 10/08/2021 10:31 AM |
Project Title | SH 185 - Surfacing Roadway Restoration |
Physical Address | View project details and contacts |
City, State (County) | TX (Calhoun 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 | $3,077,393 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 132 6021 Embankment (Vehicle)(Ord Comp)(Ty c) Cy 60.000 1 134 6004 Backfill (Ty a Or b) Sta 433.850 2 150 6002 Blading Hr 20.000 3 247 6057 Fl Bs (Cmp In Plc)(Tye Gr1-2)(Fnal Pos) Cy 174.300 4 316 6249 Aggr(Ty-Pe Gr-4 Sac-b) Cy 1,641.000 5 316 6400 Asph (Ac-15p Or Ac-10-2tr Or Crs-2p) Gal 72,506.000 6 351 6004 Flexible Pavement Structure Repair(8") Sy 500.000 7 354 6021 Plane Asph Conc Pav(0" To 2") Sy 12,297.000 8 438 6001 Cleaning And Sealing Existing Joints Lf 338.400 9 451 6019 Retrofit Rail (Ty t631) Lf 46.000 10 451 6024 Retrofit Rail (Ty Sstr) Lf 340.000 11 500 6001 Mobilization Ls 1.000 12 502 6001 Barricades, Signs And Traffic Handling Mo 5.000 13 512 6005 Port Ctb (Fur & Inst)(f-Shape)(Ty 1) Lf 540.000 14 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 1,170.000 15 512 6053 Port Ctb (Remove)(f-Shape)(Ty 1) Lf 540.000 16 533 6001 Rumble Strips (Shoulder) Lf 79,770.000 17 533 6002 Rumble Strips (Centerline) Lf 43,385.000 18 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 1,004.000 19 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 6.000 20 540 6014 Short Radius Lf 50.000 21 540 6015 Driveway Terminal Anchor Section Ea 1.000 22 542 6001 Remove Metal Beam Guard Fence Lf 1,050.000 23 542 6002 Remove Terminal Anchor Section Ea 1.000 24 544 6001 Guardrail End Treatment (Install) Ea 11.000 25 544 6003 Guardrail End Treatment (Remove) Ea 11.000 26 545 6003 Crash Cush Atten (Move & Reset) Ea 6.000 27 545 6005 Crash Cush Atten (Remove) Ea 2.000 28 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 2.000 29 658 6014 Instl Del Assm (d-Sw)Sz (Brf)Ctb (Bi) Ea 52.000 30 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 48.000 31 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 1,020.000 32 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 178,562.000 33 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 3,246.000 34 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 23,515.000 35 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 21,988.000 36 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 306.000 37 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 6,578.000 38 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 1,623.000 39 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 22.000 40 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 4.000 41 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 4.000 42 672 6007 Refl Pav Mrkr Ty i-c Ea 108.000 43 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 664.000 44 3076 6042 d-Gr Hma Ty-d Sac-b Pg70-22 Ton 23,984.000 45 6001 6002 Portable Changeable Message Sign Ea 2.000 46 6024 6003 Hppm w/Ret Req Ty i(w)4"(Brk)(100mil) Lf 510.000 47 6024 6006 Hppm w/Ret Req Ty i(w)4"(Sld)(100mil) Lf 86,770.000 48 6024 6015 Hppm w/Ret Req Ty i(y)4"(Brk)(100mil) Lf 10,502.000 49 6024 6018 Hppm w/Ret Req Ty i(y)4"(Sld)(100mil) Lf 10,994.000 50 6185 6002 Tma (Stationary) Day 10.000 51 6185 6005 Tma (Mobile Operation) Day 10.000 52 |
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