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Last Updated | 01/13/2020 05:28 AM |
Project Title | Replace Bridge and Approaches |
Physical Address | View project details and contacts |
City, State (County) | TX (Calhoun County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $1,469,680 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 100 6002 Preparing Row Sta 5.000 1 105 6061 Remov Stab Base & Asph Pav (8"-20") Sy 142.000 2 110 6001 Excavation (Roadway) Cy 1,394.000 3 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 619.000 4 150 6002 Blading Hr 20.000 5 164 6001 Broadcast Seed (Perm) (Rural) (Sandy) Sy 1,891.000 6 164 6009 Broadcast Seed (Temp) (Warm) Sy 473.000 7 164 6011 Broadcast Seed (Temp) (Cool) Sy 473.000 8 168 6001 Vegetative Watering Mg 31.000 9 247 6057 Fl Bs (Cmp In Plc)(Tye Gr1-2)(Fnal Pos) Cy 842.000 10 260 6006 Lime Trt (Exst Matl) (6") Sy 3,139.000 11 260 6012 Lime(Hyd,Com Or Qk)(Slry)Or Qk(Dry) Ton 39.000 12 310 6009 Prime Coat (Mc-30) Gal 573.000 13 316 6246 Aggr(Ty-Pe Gr-3 Sac-b) Cy 34.000 14 316 6249 Aggr(Ty-Pe Gr-4 Sac-b) Cy 86.000 15 316 6400 Asph (Ac-15p Or Ac-10-2tr Or Crs-2p) Gal 4,931.000 16 341 6042 d-Gr Hma Ty-d Sac-b Pg70-22 Ton 1,540.000 17 341 6080 d-Gr Hma Ty-b Pg64-22(Level-Up) Ton 1,047.000 18 341 6281 Tack Coat Gal 1,400.000 19 351 6002 Flexible Pavement Structure Repair(6") Sy 850.000 20 400 6005 Cem Stabil Bkfl Cy 81.000 21 403 6001 Temporary Spl Shoring Sf 76.000 22 403 6006 Temporary Spl Shoring (Cofferdam) Sf 2,916.000 23 409 6002 Prestr Conc Pil (18 In Sq) Lf 630.000 24 420 6013 Cl c Conc (Abut) Cy 44.800 25 422 6005 Reinf Conc Slab (Box Beam) Sf 4,060.000 26 422 6015 Approach Slab Cy 90.000 27 425 6001 Prestr Conc Box Beam (4b20) Lf 903.500 28 425 6002 Prestr Conc Box Beam (5b20) Lf 69.500 29 432 6002 Riprap (Conc)(5 In) Cy 25.000 30 432 6031 Riprap (Stone Protection)(12 In) Cy 226.000 31 450 6023 Rail (Ty Sstr) Lf 172.000 32 454 6004 Armor Joint (Sealed) Lf 114.000 33 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 114.000 34 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 28.000 35 466 6011 Headwall (Ch - Fw - 0) (Dia= 48 In) Ea 2.000 36 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 6.000 37 496 6009 Remov Str (Bridge 0 - 99 Ft Length) Ea 1.000 38 496 6042 Remov Str (Small) Ea 3.000 39 500 6001 Mobilization Ls 1.000 40 502 6001 Barricades, Signs And Traffic Handling Mo 10.000 41 506 6038 Temp Sedmt Cont Fence (Install) Lf 275.000 42 506 6039 Temp Sedmt Cont Fence (Remove) Lf 275.000 43 512 6005 Port Ctb (Fur & Inst)(f-Shape)(Ty 1) Lf 480.000 44 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 360.000 45 512 6053 Port Ctb (Remove)(f-Shape)(Ty 1) Lf 480.000 46 530 6006 Driveways (Surf Treat) Sy 527.000 47 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 400.000 48 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 4.000 49 542 6001 Remove Metal Beam Guard Fence Lf 672.000 50 542 6003 Remove Downstream Anchor Terminal Ea 1.000 51 544 6001 Guardrail End Treatment (Install) Ea 4.000 52 544 6003 Guardrail End Treatment (Remove) Ea 3.000 53 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 54 545 6005 Crash Cush Atten (Remove) Ea 2.000 55 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 2.000 56 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(p) Ea 3.000 57 658 6014 Instl Del Assm (d-Sw)Sz (Brf)Ctb (Bi) Ea 8.000 58 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 27.000 59 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 8,235.000 60 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 50.000 61 662 6086 Wk Zn Pav Mrk Remov (w)(Rr Xing) Ea 2.000 62 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 8,246.000 63 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 270.000 64 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 450.000 65 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 60.000 66 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 440.000 67 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 4,964.000 68 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 200.000 69 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 3,400.000 70 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 82.000 71 668 6089 Prefab Pav Mrk Ty c (w) (Rr Xing) Ea 2.000 72 672 6007 Refl Pav Mrkr Ty i-c Ea 25.000 73 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 46.000 74 6001 6002 Portable Changeable Message Sign Ea 2.000 75 6185 6002 Tma (Stationary) Day 20.000 76 6185 6005 Tma (Mobile Operation) Day 20.000 77 |
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