Similar Projects
Last Updated | 05/30/2022 02:48 AM |
Project Title | FM 2067 - Bridge Replacement |
Physical Address | View project details and contacts |
City, State (County) | TX (Gonzales 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 | $2,507,357 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 100 6002 Preparing Row Sta 8.000 1 105 6037 Removing Stab Base and Asph Pav(0"-16") Sy 3,510.000 2 110 6001 Excavation (Roadway) Cy 326.000 3 110 6002 Excavation (Channel) Cy 1,531.000 4 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 5,960.000 5 150 6002 Blading Hr 30.000 6 160 6005 Furnishing and Placing Topsoil Cy 199.000 7 164 6001 Broadcast Seed (Perm) (Rural) (Sandy) Sy 7,229.000 8 164 6009 Broadcast Seed (Temp) (Warm) Sy 1,807.000 9 164 6011 Broadcast Seed (Temp) (Cool) Sy 1,807.000 10 168 6001 Vegetative Watering Mg 22.000 11 247 6057 Fl Bs (Cmp in Plc)(Tye Gr1-2)(Fnal Pos) Cy 1,345.000 12 260 6012 Lime(Hyd,com or Qk)(Slry)or Qk(Dry) Ton 50.800 13 260 6027 Lime Trt (Exst Matl)(8") Sy 3,166.000 14 275 6001 Cement Ton 30.900 15 275 6011 Cement Treat(Exist Matl)(8") Sy 3,166.000 16 316 6029 Asph (Rc-250) Gal 1,165.000 17 316 6202 Aggr(Ty-e Gr-5 Sac-b) Cy 42.300 18 316 6246 Aggr(Ty-pe Gr-3 Sac-b) Cy 68.900 19 316 6249 Aggr(Ty-pe Gr-4 Sac-b) Cy 20.700 20 316 6400 Asph (Ac-15p or Ac-10-2tr or Crs-2p) Gal 3,225.000 21 400 6005 Cem Stabil Bkfl Cy 93.000 22 403 6001 Temporary Spl Shoring Sf 1,560.000 23 416 6004 Drill Shaft (36 in) Lf 764.000 24 420 6013 Cl C Conc (Abut) Cy 58.800 25 420 6029 Cl C Conc (Cap) Cy 44.200 26 420 6037 Cl C Conc (Column) Cy 16.300 27 422 6001 Reinf Conc Slab Sf 9,200.000 28 425 6035 Prestr Conc Girder (Tx28) Lf 1,389.400 29 432 6033 Riprap (Stone Protection)(18 in) Cy 990.000 30 450 6054 Rail (Ty Sstr) (W/drain Slots) Lf 448.000 31 454 6018 Sealed Expansion Joint (4 in) (Sej - M) Lf 96.000 32 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 1.000 33 496 6043 Remov Str (Small Fence) Lf 840.000 34 500 6001 Mobilization Ls 1.000 35 502 6001 Barricades, Signs and Traffic Handling Mo 13.000 36 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 60.000 37 506 6011 Rock Filter Dams (Remove) Lf 60.000 38 506 6038 Temp Sedmt Cont Fence (Install) Lf 2,082.000 39 506 6039 Temp Sedmt Cont Fence (Remove) Lf 2,082.000 40 510 6003 One-way Traf Cont (Port Traf Sig) Mo 8.000 41 512 6005 Port Ctb (Fur & Inst)(F-shape)(Ty 1) Lf 1,500.000 42 512 6029 Port Ctb (Move)(F-shape)(Ty 1) Lf 990.000 43 512 6053 Port Ctb (Remove)(F-shape)(Ty 1) Lf 1,500.000 44 530 6006 Driveways (Surf Treat) Sy 25.000 45 533 6001 Rumble Strips (Shoulder) Lf 4,258.000 46 533 6002 Rumble Strips (Centerline) Lf 2,129.000 47 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 375.000 48 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 4.000 49 542 6001 Remove Metal Beam Guard Fence Lf 125.000 50 544 6001 Guardrail End Treatment (Install) Ea 4.000 51 544 6002 Guardrail End Treatment (Move & Reset) Ea 2.000 52 545 6003 Crash Cush Atten (Move & Reset) Ea 4.000 53 545 6005 Crash Cush Atten (Remove) Ea 8.000 54 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 8.000 55 552 6002 Wire Fence (Ty B) Lf 840.000 56 644 6060 in Sm Rd Sn Sup&am Tytwt(1)ws(P) Ea 2.000 57 644 6076 Remove Sm Rd Sn Sup&am Ea 2.000 58 658 6014 Instl Del Assm (D-sw)sz (Brf)ctb (Bi) Ea 127.000 59 658 6060 Remove Delin & Object Marker Assms Ea 16.000 60 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 31.000 61 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 9,693.000 62 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 24.000 63 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 11,182.000 64 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 486.000 65 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 147.000 66 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 7,640.000 67 3076 6006 D-gr Hma Ty-b Pg70-22 Ton 939.800 68 3076 6042 D-gr Hma Ty-d Sac-b Pg70-22 Ton 653.000 69 3076 6043 D-gr Hma Ty-d Pg70-22 (Level-up) Ton 1,054.700 70 3076 6066 Tack Coat Gal 1,350.000 71 6001 6002 Portable Changeable Message Sign Ea 2.000 72 6185 6002 Tma (Stationary) Day 20.000 73 6185 6005 Tma (Mobile Operation) Day 20.000 74 6439 6004 Hppm-rib W/ret Req Tyi(W)4"(Sld)100mil Lf 4,258.000 75 6439 6012 Hppm-rib W/ret Req Tyi(Y)4"(Sld)100mil Lf 11,698.000 76 |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |