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Last Updated 11/07/2019 07:30 AM
Project Title

Rehab and Overlay West and East Frontage Roads

Physical Address View project details and contacts
City, State (County) TX   (Live Oak 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 $6,924,851
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

104 6009 Removing Conc (Riprap) Sy 773.000 1 104 6028 Removing Conc (Misc) Sy 367.000 2 110 6001 Excavation (Roadway) Cy 1,590.000 3 112 6002 Subgrade Widening (Dens Cont) Sta 229.000 4 132 6021 Embankment (Vehicle)(Ord Comp)(Ty c) Cy 43.000 5 134 6004 Backfill (Ty a Or b) Sta 386.000 6 164 6036 Drill Seeding (Perm) (Rural) (Clay) Ac 0.970 7 166 6001 Fertilizer Ac 0.970 8 168 6001 Vegetative Watering Mg 76.000 9 247 6041 Fl Bs (Cmp In Plc)(Tya Gr1-2)(Fnal Pos) Cy 35,015.000 10 275 6001 Cement Ton 2,304.000 11 275 6011 Cement Treat(Exist Matl)(8") Sy 76,019.000 12 275 6014 Cement Treat (Mx Exst Mtl & Nw Bs)(8") Sy 89,388.000 13 316 6001 Asph (Multi Option) Gal 55,005.000 14 316 6029 Asph (Rc-250) Gal 75,166.000 15 316 6226 Aggr(Ty-Pb Gr-5 Sac-b) Cy 2,252.000 16 316 6427 Aggr(Ty-Pb Gr-4s Or Ty-Pb Gr-4)(Sac-b) Cy 1,319.000 17 341 6042 d-Gr Hma Ty-d Sac-b Pg70-22 Ton 15,790.000 18 341 6076 d-Gr Hma Ty b Sac-b Pg (64-22) Ton 684.000 19 341 6281 Tack Coat Gal 11,445.000 20 354 6048 Plane Asph Conc Pav (3") Sy 143,062.000 21 401 6001 Flowable Backfill Cy 6.000 22 420 6043 Cl c Conc (Footing) Cy 73.000 23 429 6002 Conc Str Repair (Epoxy Mortar) Sf 2.000 24 429 6005 Conc Str Repair(Deck Rep (Full Depth)) Sf 15.000 25 429 6007 Conc Str Repair (Vertical & Overhead) Sf 2.000 26 432 6008 Riprap (Conc)(Cl b)(Rr8&Rr9) Cy 114.000 27 432 6045 Riprap (Mow Strip)(4 In) Cy 68.000 28 451 6007 Retrofit Rail (Ty t223) Lf 212.000 29 454 6007 Header Type Expansion Joint Lf 220.000 30 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 16.000 31 467 6359 Set (Ty Ii) (18 In) (Rcp) (4: 1) (p) Ea 19.000 32 467 6403 Set (Ty Ii) (27 In) (Rcp) (4: 1) (c) Ea 2.000 33 480 6001 Clean Exist Culverts Ea 7.000 34 496 6006 Remov Str (Headwall) Ea 1.000 35 500 6001 Mobilization Ls 1.000 36 502 6001 Barricades, Signs And Traffic Handling Mo 8.000 37 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 480.000 38 506 6011 Rock Filter Dams (Remove) Lf 480.000 39 506 6021 Construction Exits (Install) (Ty 2) Sy 150.000 40 506 6024 Construction Exits (Remove) Sy 150.000 41 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 915.000 42 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 915.000 43 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 480.000 44 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 480.000 45 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 480.000 46 512 6061 Port Conc Traf Bar (Stkpl,Instl&Retrn) Lf 660.000 47 530 6002 Intersections (Acp) Sy 181.000 48 530 6005 Driveways (Acp) Sy 5,548.000 49 530 6008 Turnouts (Acp) Sy 1,100.000 50 533 6001 Rumble Strips (Shoulder) Lf 76,112.000 51 533 6002 Rumble Strips (Centerline) Lf 38,056.000 52 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 1,125.000 53 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 8.000 54 542 6001 Remove Metal Beam Guard Fence Lf 1,575.000 55 544 6001 Guardrail End Treatment (Install) Ea 10.000 56 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 57 545 6005 Crash Cush Atten (Remove) Ea 6.000 58 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 4.000 59 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 2.000 60 560 6013 Mailbox Install-m (Tww-Post) Ty 4 Ea 17.000 61 644 6070 Relocate Sm Rd Sn Sup&Am Ty s80 Ea 7.000 62 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 30.000 63 658 6064 Instl Del Assm (d-Sy)Sz 1(Brf)Gf2 Ea 46.000 64 658 6073 Instl Om Assm (Om-2y)(Wc)Gnd(Bi) Ea 18.000 65 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 16,982.000 66 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 3,585.000 67 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 7,494.000 68 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 3,687.000 69 666 6302 Re Pm w/Ret Req Ty i (w)4"(Sld)(090mil) Lf 76,392.000 70 666 6311 Re Pm w/Ret Req Ty i (y)4"(Brk)(090mil) Lf 7,291.000 71 666 6314 Re Pm w/Ret Req Ty i (y)4"(Sld)(090mil) Lf 29,823.000 72 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 969.000 73 752 6006 Tree Removal (12" - 18" Dia) Ea 3.000 74 752 6015 Tree And Brush Removal Ac 0.970 75 752 6022 Tree Trimming And Brush Removal Lf 1,850.000 76 6001 6001 Portable Changeable Message Sign Day 102.000 77 6185 6002 Tma (Stationary) Day 121.000 78 6185 6003 Tma (Mobile Operation) Hr 80.000 79

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