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Last Updated 09/02/2021 12:40 AM
Project Title

US 83-Extend Existing Left Turn Lane

Physical Address View project details and contacts
City, State (County) TX   (Webb 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 $311,450
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 7.000 1 104 6031 Removing Conc (Headwall) Cy 1.000 2 104 6037 Remove Conc (Rail) Lf 21.900 3 110 6001 Excavation (Roadway) Cy 268.000 4 132 6005 Embankment (Final)(Ord Comp)(Ty C) Cy 268.000 5 150 6002 Blading Hr 8.000 6 164 6036 Drill Seeding (Perm) (Rural) (Clay) Ac 0.300 7 164 6042 Drill Seeding (Temp) (Warm) Ac 0.300 8 247 6041 Fl Bs (Cmp In Plc)(Tya Gr1-2)(Fnal Pos) Cy 160.000 9 251 6035 Rework Bs Mtl (Ty C) (6") (Dens Cont) Sy 577.000 10 310 6009 Prime Coat (Mc-30) Gal 107.000 11 346 6014 Stone-Mtrx-Asph Sma-D Sac-A Pg76-22 Ton 426.000 12 354 6045 Plane Asph Conc Pav (2") Sy 3,196.000 13 420 6137 Cl C Conc (Rac-R)(Hpc) Cy 3.000 14 432 6045 Riprap (Mow Strip)(4 In) Cy 12.000 15 450 6006 Rail (Ty T223) Lf 21.900 16 500 6001 Mobilization Ls 1.000 17 502 6001 Barricades, Signs And Traffic Handling Mo 2.000 18 512 6072 Ptb (Frn&Instl)(Sgl Slp)(Ty 1) Or (Stl) Lf 750.000 19 512 6076 Ptb (Remove)(Sgl Slp)(Ty 1) Or (Stl) Lf 750.000 20 533 6003 Rumble Strips (Shoulder) Asphalt Lf 1,430.000 21 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 163.000 22 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 1.000 23 540 6016 Downstream Anchor Terminal Section Ea 1.000 24 540 6018 Mtl Bm Gd Fen Trans (Non - Sym) Ea 1.000 25 542 6001 Remove Metal Beam Guard Fence Lf 25.000 26 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 1.000 27 542 6005 Rm Mtl Bm Gd Fen Trans (T101) Ea 1.000 28 544 6001 Guardrail End Treatment (Install) Ea 1.000 29 544 6003 Guardrail End Treatment (Remove) Ea 2.000 30 545 6005 Crash Cush Atten (Remove) Ea 2.000 31 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 2.000 32 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 1.000 33 658 6016 Instl Del Assm (D-Sw)Sz (Brf)Gf1 (Bi) Ea 7.000 34 658 6026 Instl Del Assm (D-Sy)Sz (Brf)Ctb Ea 1.000 35 658 6064 Instl Del Assm (D-Sy)Sz 1(Brf)Gf2 Ea 2.000 36 662 6048 Wk Zn Pav Mrk Remov (Refl) Ty I-C Ea 105.000 37 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-A-A Ea 36.000 38 662 6056 Wk Zn Pav Mrk Remov (Traf Btn) Ty W Ea 152.000 39 662 6058 Wk Zn Pav Mrk Remov (Traf Btn) Ty Y Ea 108.000 40 662 6080 Wk Zn Pav Mrk Remov (W)(Arrow) Ea 2.000 41 662 6090 Wk Zn Pav Mrk Remov (W)(Word) Ea 2.000 42 666 6030 Refl Pav Mrk Ty I (W)8"(Dot)(100mil) Lf 100.000 43 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 850.000 44 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 140.000 45 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 9.000 46 666 6057 Refl Pav Mrk Ty I(W)(Dbl Arrow)(100mil) Ea 1.000 47 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 7.000 48 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 147.000 49 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 1,008.000 50 666 6176 Refl Pav Mrk Ty Ii (W) 8" (Dot) Lf 100.000 51 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 850.000 52 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 140.000 53 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 9.000 54 666 6185 Refl Pav Mrk Ty Ii (W) (Dbl Arrow) Ea 1.000 55 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 7.000 56 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 1,204.000 57 666 6300 Re Pm W/Ret Req Ty I (W)4"(Brk)(100mil) Lf 147.000 58 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 1,008.000 59 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 1,204.000 60 672 6007 Refl Pav Mrkr Ty I-C Ea 64.000 61 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 10.000 62 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 958.000 63 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 128.000 64 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 4.000 65 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 2.000 66 3076 6007 D-Gr Hma Ty-B Sac-B Pg70-22 Ton 160.000 67 3084 6001 Bonding Course Gal 370.000 68 6001 6002 Portable Changeable Message Sign Ea 2.000 69 6185 6002 Tma (Stationary) Day 20.000 70 6185 6005 Tma (Mobile Operation) Day 20.000 71

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents