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Last Updated | 11/06/2019 04:48 AM |
Project Title | Increase Superelevation |
Physical Address | View project details and contacts |
City, State (County) | TX (Bosque 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 | $1,376,654 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 100 6002 Preparing Row Sta 1.000 1 104 6009 Removing Conc (Riprap) Sy 14.000 2 104 6017 Removing Conc (Driveways) Sy 75.000 3 104 6045 Remove Conc (Misc) Ea 1.000 4 105 6043 Removing Stab Base & Asph Pav (0-6") Sy 182.000 5 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 2,945.000 6 162 6002 Block Sodding Sy 21,661.000 7 168 6001 Vegetative Watering Mg 176.000 8 340 6011 d-Gr Hma(Sq) Ty-b Pg64-22 Ton 2,295.000 9 340 6032 d-Gr Hma(Sq) Ty-c Sac-b Pg64-22 Ton 2,897.000 10 340 6272 Tack Coat Gal 3,369.000 11 420 6066 Cl c Conc (Rail Foundation) Cy 11.000 12 420 6141 Cl c Conc (Curb) Cy 13.000 13 432 6001 Riprap (Conc)(4 In) Cy 100.000 14 432 6045 Riprap (Mow Strip)(4 In) Cy 50.000 15 432 6060 Riprap (Stone Ty r)(Grout)(24 In) Cy 51.000 16 462 6064 Conc Box Culv (8 Ft x 5 Ft)(Extend) Lf 28.000 17 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 44.000 18 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 10.000 19 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 32.000 20 465 6005 Jctbox(Compl)(Pjb)(3ftx3ft) Ea 1.000 21 466 6107 Headwall (Ch - Pw - 0) (Dia= 72 In) Ea 2.000 22 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 2.000 23 467 6362 Set (Ty Ii) (18 In) (Rcp) (6: 1) (c) Ea 3.000 24 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (c) Ea 2.000 25 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 2.000 26 467 6422 Set (Ty Ii) (30 In) (Rcp) (6: 1) (c) Ea 2.000 27 480 6001 Clean Exist Culverts Ea 4.000 28 496 6007 Remov Str (Pipe) Lf 15.000 29 496 6054 Remove Str (Damaged Beam) Ea 1.000 30 500 6001 Mobilization Ls 1.000 31 502 6001 Barricades, Signs And Traffic Handling Mo 6.000 32 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 825.000 33 506 6011 Rock Filter Dams (Remove) Lf 825.000 34 506 6038 Temp Sedmt Cont Fence (Install) Lf 2,410.000 35 506 6039 Temp Sedmt Cont Fence (Remove) Lf 2,410.000 36 529 6038 Conc Curb (Ribbon) Lf 64.000 37 530 6002 Intersections (Acp) Sy 711.000 38 530 6004 Driveways (Conc) Sy 248.000 39 530 6005 Driveways (Acp) Sy 999.000 40 530 6008 Turnouts (Acp) Sy 92.000 41 533 6002 Rumble Strips (Centerline) Lf 4,102.000 42 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 912.500 43 540 6020 Mtl w - Beam Gd Fen (Low Fill Culvert) Lf 37.500 44 542 6001 Remove Metal Beam Guard Fence Lf 558.000 45 544 6001 Guardrail End Treatment (Install) Ea 4.000 46 544 6003 Guardrail End Treatment (Remove) Ea 4.000 47 560 6014 Mailbox Install-s (Twg-Post) Ty 4 Ea 3.000 48 560 6022 Mailbox Install-d (Twg-Post) Ty 4 Ea 2.000 49 560 6023 Mailbox Install-m (Twg-Post) Ty 4 Ea 6.000 50 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(p) Ea 14.000 51 644 6071 Relocate Sm Rd Sn Sup&Am Ty Twt Ea 36.000 52 644 6076 Remove Sm Rd Sn Sup&Am Ea 4.000 53 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 8.000 54 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 12.000 55 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 889.000 56 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 83.000 57 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 18,355.000 58 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 160.000 59 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 17,555.000 60 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 230.000 61 6001 6002 Portable Changeable Message Sign Ea 8.000 62 6056 6001 Preformed In-Lane(Trans) Rumble Strip Lf 160.000 63 6185 6002 Tma (Stationary) Day 69.000 64 6185 6003 Tma (Mobile Operation) Hr 256.000 65 |
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