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Last Updated 12/04/2019 02:03 AM
Project Title

Rehabilitation of Existing Road

Physical Address View project details and contacts
City, State (County) TX   (Hardin 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 $4,954,414
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

104 6009 Removing Conc (Riprap) Sy 452.000 1 110 6002 Excavation (Channel) Cy 264.000 2 132 6004 Embankment (Final)(Dens Cont)(Ty b) Cy 358.000 3 164 6021 Cell Fbr Mlch Seed(Perm)(Rural)(Sandy) Sy 165,557.000 4 168 6001 Vegetative Watering Mg 2,787.000 5 275 6001 Cement Ton 3,302.000 6 275 6021 Cement Treat (Exst Mtl)(11") Sy 123,137.000 7 316 6029 Asph (Rc-250) Gal 24,628.000 8 316 6210 Aggr(Ty-l Gr-5 Sac-b) Cy 986.000 9 340 6246 d-Gr Hma (Sq) Ty-d Pg64_22(Level-Up) Ton 10,681.000 10 346 6014 Stone-Mtrx-Asph Sma-d Sac-a Pg76-22 Ton 10,033.000 11 346 6058 Tack Coat Gal 15,536.000 12 400 6006 Cut & Restoring Pav Sy 41.000 13 432 6006 Riprap (Conc)(Cl b) Cy 47.000 14 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 122.000 15 432 6045 Riprap (Mow Strip)(4 In) Cy 99.360 16 438 6001 Cleaning And Sealing Existing Joints Lf 550.000 17 451 6004 Retrofit Rail (Ty t131rc) Lf 897.000 18 462 6006 Conc Box Culv (5 Ft x 2 Ft) Lf 48.000 19 462 6007 Conc Box Culv (5 Ft x 3 Ft) Lf 64.000 20 462 6008 Conc Box Culv (5 Ft x 4 Ft) Lf 24.000 21 462 6009 Conc Box Culv (5 Ft x 5 Ft) Lf 94.000 22 462 6013 Conc Box Culv (6 Ft x 6 Ft) Lf 60.000 23 462 6022 Conc Box Culv (8 Ft x 7 Ft) Lf 64.000 24 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 364.000 25 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 22.000 26 466 6164 Wingwall (Fw - s) (Hw=3 Ft) Ea 2.000 27 466 6167 Wingwall (Fw - s) (Hw=6 Ft) Ea 1.000 28 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 1.000 29 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 2.000 30 467 6177 Set (Ty i)(s= 5 Ft)(Hw= 4 Ft)(4:1) (c) Ea 2.000 31 467 6182 Set (Ty i)(s= 5 Ft)(Hw= 5 Ft)(4:1) (c) Ea 2.000 32 467 6185 Set (Ty i)(s= 5 Ft)(Hw= 6 Ft)(3:1) (c) Ea 2.000 33 467 6217 Set (Ty i)(s= 6 Ft)(Hw= 5 Ft)(3:1) (c) Ea 2.000 34 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (c) Ea 8.000 35 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 76.000 36 467 6374 Set (Ty Ii) (21 In) (Rcp) (6: 1) (p) Ea 4.000 37 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 5.000 38 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 20.000 39 496 6004 Remov Str (Set) Ea 12.000 40 496 6006 Remov Str (Headwall) Ea 19.000 41 496 6007 Remov Str (Pipe) Lf 315.000 42 500 6001 Mobilization Ls 1.000 43 502 6001 Barricades, Signs And Traffic Handling Mo 13.000 44 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 1,040.000 45 506 6011 Rock Filter Dams (Remove) Lf 1,040.000 46 506 6038 Temp Sedmt Cont Fence (Install) Lf 1,550.000 47 506 6039 Temp Sedmt Cont Fence (Remove) Lf 1,550.000 48 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 1,460.000 49 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,460.000 50 510 6004 One-Way Traffic Control (Port Traf Sig) Day 56.000 51 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 2,300.000 52 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 2,200.000 53 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 2,300.000 54 530 6004 Driveways (Conc) Sy 931.000 55 530 6005 Driveways (Acp) Sy 1,437.000 56 530 6009 Turnouts (Surf Treat) Sy 748.000 57 530 6016 Driveways (Base) Sy 2,793.000 58 533 6001 Rumble Strips (Shoulder) Lf 77,914.000 59 533 6002 Rumble Strips (Centerline) Lf 38,957.000 60 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 1,400.000 61 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 6.000 62 542 6001 Remove Metal Beam Guard Fence Lf 1,200.000 63 544 6001 Guardrail End Treatment (Install) Ea 8.000 64 544 6003 Guardrail End Treatment (Remove) Ea 8.000 65 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 66 545 6005 Crash Cush Atten (Remove) Ea 2.000 67 545 6013 Crash Cush Atten (Instl)(r)(n)(Tl3) Ea 2.000 68 560 6004 Mailbox Install-s (Twg-Post) Ty 2 Ea 31.000 69 560 6005 Mailbox Install-d (Twg-Post) Ty 2 Ea 9.000 70 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 30.000 71 658 6016 Instl Del Assm (d-Sw)Sz (Brf)Gf1 (Bi) Ea 24.000 72 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 44.000 73 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 14.000 74 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 17,700.000 75 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 48,162.000 76 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-a-a Ea 300.000 77 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 48.000 78 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 12,000.000 79 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 3,907.000 80 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 1,868.000 81 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 160.000 82 666 6302 Re Pm w/Ret Req Ty i (w)4"(Sld)(090mil) Lf 78,131.000 83 666 6311 Re Pm w/Ret Req Ty i (y)4"(Brk)(090mil) Lf 8,850.000 84 666 6314 Re Pm w/Ret Req Ty i (y)4"(Sld)(090mil) Lf 24,081.000 85 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 55.000 86 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 1.000 87 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 1.000 88 668 6106 Prefab Pav Mrk Ty c (y) (12") (Sld) Lf 457.000 89 672 6007 Refl Pav Mrkr Ty i-c Ea 8.000 90 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 942.000 91 6001 6002 Portable Changeable Message Sign Ea 2.000 92 6185 6002 Tma (Stationary) Day 89.000 93 6185 6003 Tma (Mobile Operation) Hr 80.000 94

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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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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