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Last Updated | 01/07/2022 12:38 AM |
Project Title | SH 35 - Surfacing/Roadway Restoration |
Physical Address | View project details and contacts |
City, State (County) | TX (Matagorda 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 | $5,942,381 |
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 324.000 1 134 6001 Backfill (Ty a) Sta 309.060 2 150 6002 Blading Hr 20.000 3 316 6224 Aggr(Ty-Pb Gr-4 Sac-b) Cy 3,362.000 4 316 6400 Asph (Ac-15p Or Ac-10-2tr Or Crs-2p) Gal 148,602.000 5 351 6002 Flexible Pavement Structure Repair(6") Sy 1,000.000 6 354 6021 Plane Asph Conc Pav(0" To 2") Sy 4,156.000 7 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 10.000 8 451 6019 Retrofit Rail (Ty t631) Lf 125.000 9 500 6001 Mobilization Ls 1.000 10 502 6001 Barricades, Signs And Traffic Handling Mo 4.000 11 512 6067 Ptb (Frn&Instl)(f Shape)(Ty 1) Or (Stl) Lf 450.000 12 512 6069 Ptb (Move)(f Shape)(Ty 1) Or (Stl) Lf 450.000 13 512 6071 Ptb (Remove)(f Shape)(Ty 1) Or (Stl) Lf 450.000 14 533 6001 Rumble Strips (Shoulder) Lf 163,083.000 15 533 6002 Rumble Strips (Centerline) Lf 87,751.000 16 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 1,287.500 17 540 6020 Mtl w - Beam Gd Fen (Low Fill Culvert) Lf 75.000 18 542 6001 Remove Metal Beam Guard Fence Lf 1,950.000 19 542 6002 Remove Terminal Anchor Section Ea 12.000 20 544 6001 Guardrail End Treatment (Install) Ea 12.000 21 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 22 545 6005 Crash Cush Atten (Remove) Ea 2.000 23 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 2.000 24 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 36.000 25 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 4,822.000 26 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 349,916.000 27 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 1,318.000 28 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 41,348.000 29 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 58,652.000 30 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 10,822.000 31 666 6029 Refl Pav Mrk Ty i (w)8"(Dot)(090mil) Lf 75.000 32 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 879.000 33 668 6074 Prefab Pav Mrk Ty c (w) (12") (Sld) Lf 2,238.000 34 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 7.000 35 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 3.000 36 672 6007 Refl Pav Mrkr Ty i-c Ea 115.000 37 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,652.000 38 3076 6042 d-Gr Hma Ty-d Sac-b Pg70-22 Ton 50,375.000 39 3076 6066 Tack Coat Gal 1,000.000 40 6024 6003 Hppm w/Ret Req Ty i(w)4"(Brk)(100mil) Lf 1,320.000 41 6024 6006 Hppm w/Ret Req Ty i(w)4"(Sld)(100mil) Lf 175,502.000 42 6024 6015 Hppm w/Ret Req Ty i(y)4"(Brk)(100mil) Lf 19,867.000 43 6024 6018 Hppm w/Ret Req Ty i(y)4"(Sld)(100mil) Lf 27,302.000 44 6185 6002 Tma (Stationary) Day 20.000 45 6185 6005 Tma (Mobile Operation) Day 20.000 46 |
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