Similar Projects
Last Updated | 07/02/2021 05:24 AM |
Project Title | Base, ACP, Grad, Str, Pavement Markings, Signs |
Physical Address | View project details and contacts |
City, State (County) | TX (Dimmit County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Highway Signs/Guardrails/Barriers |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $11,483,348 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 100 6002 Preparing Row Sta 230.000 1 104 6009 Removing Conc (Riprap) Sy 113.000 2 104 6017 Removing Conc (Driveways) Sy 1,602.000 3 105 6105 Removing Stab Base And Asph Pav(15") Sy 66,252.000 4 110 6001 Excavation (Roadway) Cy 19,705.000 5 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 12,320.000 6 134 6004 Backfill (Ty A Or B) Sta 230.000 7 164 6066 Drill Seeding (Perm)(Warm Or Cool) Sy 122,306.000 8 216 6001 Proof Rolling Hr 100.000 9 247 6041 Fl Bs (Cmp In Plc)(Tya Gr1-2)(Fnal Pos) Cy 41,128.000 10 310 6012 Prime Coat (Rc-250) Gal 17,344.000 11 316 6477 Aggr (Ty-Pe Or Pl)(Gr-5)(Sac-B) Cy 626.000 12 400 6005 Cem Stabil Bkfl Cy 338.000 13 402 6001 Trench Excavation Protection Lf 120.000 14 432 6002 Riprap (Conc)(5 In) Cy 311.000 15 462 6014 Conc Box Culv (7 Ft X 3 Ft) Lf 150.000 16 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 1,429.000 17 464 6019 Rc Pipe (Cl Iv)(30 In) Lf 1,052.000 18 464 6020 Rc Pipe (Cl Iv)(36 In) Lf 174.000 19 464 6026 Rc Pipe (Cl V)(24 In) Lf 304.000 20 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 7.000 21 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 2.000 22 466 6193 Wingwall (Pw - 2) (Hw=4 Ft) Ea 1.000 23 466 6207 Wingwall (Sw - 0) (Hw=4 Ft) Ea 1.000 24 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (C) Ea 6.000 25 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (C) Ea 6.000 26 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 50.000 27 467 6417 Set (Ty Ii) (30 In) (Rcp) (3: 1) (C) Ea 2.000 28 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (C) Ea 14.000 29 476 6019 Jack Bor Or Tun Pipe(30 In)(Rc)(Cl Iii) Lf 160.000 30 496 6004 Remov Str (Set) Ea 46.000 31 496 6007 Remov Str (Pipe) Lf 1,086.000 32 496 6016 Remov Str (Pipe) Ea 22.000 33 496 6018 Remove Str (Conc) Ea 2.000 34 500 6001 Mobilization Ls 1.000 35 502 6001 Barricades, Signs And Traffic Handling Mo 16.000 36 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 150.000 37 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 20.000 38 506 6011 Rock Filter Dams (Remove) Lf 170.000 39 506 6020 Construction Exits (Install) (Ty 1) Sy 134.000 40 506 6024 Construction Exits (Remove) Sy 134.000 41 506 6038 Temp Sedmt Cont Fence (Install) Lf 3,688.000 42 506 6039 Temp Sedmt Cont Fence (Remove) Lf 3,688.000 43 508 6001 Constructing Detours Sy 12,258.000 44 510 6002 One-Way Traf Cont (Pilot Car) Hr 250.000 45 510 6003 One-Way Traf Cont (Port Traf Sig) Mo 16.000 46 512 6072 Ptb (Frn&Instl)(Sgl Slp)(Ty 1) Or (Stl) Lf 11,850.000 47 512 6074 Ptb (Move)(Sgl Slp)(Ty 1) Or (Stl) Lf 41,430.000 48 512 6076 Ptb (Remove)(Sgl Slp)(Ty 1) Or (Stl) Lf 11,850.000 49 530 6004 Driveways (Conc) Sy 1,602.000 50 533 6003 Rumble Strips (Shoulder) Asphalt Lf 45,864.000 51 533 6004 Rumble Strips (Centerline) Asphalt Lf 22,932.000 52 545 6003 Crash Cush Atten (Move & Reset) Ea 62.000 53 545 6005 Crash Cush Atten (Remove) Ea 26.000 54 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 26.000 55 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 9.000 56 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 3.000 57 644 6076 Remove Sm Rd Sn Sup&Am Ea 8.000 58 644 6080 Relocate Sm Rd Sn Sup & Am Ty Temp Ea 12.000 59 658 6099 Instl Om Assm (Om-2z)(Wflx)Gnd Ea 32.000 60 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-A-A Ea 1,200.000 61 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 178,000.000 62 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 66.000 63 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 21,000.000 64 662 6110 Wk Zn Pav Mrk Sht Term (Tab)Ty Y Ea 9,200.000 65 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 45,864.000 66 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 5,733.000 67 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 6,569.000 68 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 375.000 69 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 91,999.000 70 677 6028 Elim Ext Pv Mrk & Mrks (Rumble Strip) Lf 1,280.000 71 3077 6007 Sp Mixes Sp-B Sac-B Pg70-22 Ton 25,621.000 72 3077 6033 Sp Mixes Sp-C Sac-A Pg76-22 Ton 9,707.000 73 3084 6001 Bonding Course Gal 5,901.000 74 6001 6002 Portable Changeable Message Sign Ea 4.000 75 6056 6001 Preformed In-Lane(Trans) Rumble Strip Lf 1,280.000 76 6185 6002 Tma (Stationary) Day 150.000 77 6185 6003 Tma (Mobile Operation) Hr 100.000 78 6343 6001 Driveway Assistance Device System Mo 16.000 79 |
||||||
Details |
|
||||||
Bidder's List | View project details and contacts | ||||||
Prospective Bidders | View project details and contacts | ||||||
Project Documents |
![]() Engineered Spec Sheet ![]() Architectural Plans ![]() Other Documents |