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Last Updated 07/06/2022 07:51 AM
Project Title

FM 116 - Construct Overpass/Underpass

Physical Address View project details and contacts
City, State (County) TX   (Coryell 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 $12,423,652
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 50.000 1 105 6015 Removing Stab Base & Asph Pav (8"-10") Sy 32,185.000 2 110 6001 Excavation (Roadway) Cy 66,511.000 3 132 6004 Embankment (Final)(Dens Cont)(Ty b) Cy 122,470.000 4 160 6003 Furnishing And Placing Topsoil (4") Sy 56,683.000 5 164 6023 Cell Fbr Mlch Seed(Perm)(Rural)(Clay) Sy 56,683.000 6 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 56,683.000 7 168 6001 Vegetative Watering Mg 2,817.600 8 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 23,788.000 9 216 6001 Proof Rolling Hr 13.000 10 247 6053 Fl Bs (Cmp In Plc)(Tyd Gr1-2)(Fnal Pos) Cy 11,443.000 11 260 6016 Lime (Hyd, Com, Or Qk(Slurry)) Ton 307.000 12 260 6073 Lime Trt (Subgrade)(8") Sy 12,782.000 13 310 6027 Prime Coat(Mc-30 Or Ae-p) Gal 7,938.000 14 354 6045 Plane Asph Conc Pav (2") Sy 29,411.000 15 360 6048 Conc Pvmt (Cont Reinf) (Fast Trk) (9") Sy 12,126.000 16 400 6005 Cem Stabil Bkfl Cy 1,080.000 17 400 6008 Cut & Restore Asph Paving Sy 76.000 18 402 6001 Trench Excavation Protection Lf 772.000 19 416 6004 Drill Shaft (36 In) Lf 620.000 20 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 90.000 21 416 6031 Drill Shaft (Trf Sig Pole) (30 In) Lf 36.000 22 420 6011 Cl b Conc (Flume) Cy 17.800 23 420 6014 Cl c Conc (Abut)(Hpc) Cy 103.600 24 420 6030 Cl c Conc (Cap)(Hpc) Cy 71.000 25 420 6038 Cl c Conc (Column)(Hpc) Cy 166.800 26 422 6001 Reinf Conc Slab Sf 19,600.000 27 422 6015 Approach Slab Cy 122.000 28 423 6003 Retaining Wall (Temp Wall) Sf 12,693.000 29 425 6037 Prestr Conc Girder (Tx40) Lf 2,436.000 30 432 6001 Riprap (Conc)(4 In) Cy 16.000 31 432 6006 Riprap (Conc)(Cl b) Cy 5.250 32 432 6008 Riprap (Conc)(Cl b)(Rr8&Rr9) Cy 512.000 33 432 6045 Riprap (Mow Strip)(4 In) Cy 149.000 34 450 6023 Rail (Ty Sstr) Lf 1,060.000 35 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 156.000 36 462 6001 Conc Box Culv (3 Ft x 2 Ft) Lf 152.000 37 462 6047 Conc Box Culv (4 Ft x 2 Ft)(Extend) Lf 40.000 38 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 1,211.000 39 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 8.000 40 465 6160 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-4ftx4ft) Ea 2.000 41 467 6106 Set (Ty i)(s=3 Ft)(Hw=3ft)(4:1)(c) Ea 1.000 42 467 6109 Set (Ty i)(s=3 Ft)(Hw= 3 Ft)(6:1)(c) Ea 1.000 43 467 6137 Set (Ty i)(s= 4 Ft)(Hw= 3 Ft)(3:1) (c) Ea 2.000 44 467 6142 Set (Ty i)(s= 4 Ft)(Hw= 3 Ft)(6:1) (p) Ea 2.000 45 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 2.000 46 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (c) Ea 2.000 47 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 1.000 48 496 6004 Remov Str (Set) Ea 8.000 49 496 6005 Remov Str (Wingwall) Ea 2.000 50 496 6007 Remov Str (Pipe) Lf 455.000 51 496 6008 Remov Str (Box Culvert) Lf 27.000 52 500 6001 Mobilization Ls 1.000 53 502 6001 Barricades, Signs And Traffic Handling Mo 36.000 54 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 460.000 55 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 20.000 56 506 6011 Rock Filter Dams (Remove) Lf 480.000 57 506 6020 Construction Exits (Install) (Ty 1) Sy 222.000 58 506 6024 Construction Exits (Remove) Sy 222.000 59 506 6038 Temp Sedmt Cont Fence (Install) Lf 5,570.000 60 506 6039 Temp Sedmt Cont Fence (Remove) Lf 5,570.000 61 508 6001 Constructing Detours Sy 749.000 62 512 6013 Port Ctb (Des Source)(Sgl Slp)(Ty 1) Lf 3,900.000 63 512 6021 Port Ctb (Des Source)(Low Prof)(Ty 1) Lf 1,160.000 64 512 6022 Port Ctb (Des Source)(Low Prof)(Ty 2) Lf 20.000 65 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 7,530.000 66 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 1,380.000 67 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 40.000 68 512 6037 Port Ctb (Stkpl)(Sgl Slp)(Ty 1) Lf 3,900.000 69 512 6045 Port Ctb (Stkpl)(Low Prof)(Ty 1) Lf 1,160.000 70 512 6046 Port Ctb (Stkpl)(Low Prof)(Ty 2) Lf 20.000 71 528 6004 Landscape Pavers Sy 4,598.000 72 529 6005 Conc Curb (Mono) (Ty Ii) Lf 3,454.000 73 530 6005 Driveways (Acp) Sy 147.000 74 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 2,375.000 75 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 8.000 76 544 6001 Guardrail End Treatment (Install) Ea 8.000 77 545 6003 Crash Cush Atten (Move & Reset) Ea 13.000 78 545 6005 Crash Cush Atten (Remove) Ea 3.000 79 545 6006 Crash Cush Atten (Instl)(l)(n)(Tl2) Ea 3.000 80 610 6009 Remove Rd Il Asm (Trans-Base) Ea 4.000 81 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 8.000 82 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 15.000 83 618 6023 Condt (Pvc) (Sch 40) (2") Lf 6,725.000 84 618 6029 Condt (Pvc) (Sch 40) (3") Lf 900.000 85 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 1,825.000 86 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 400.000 87 620 6007 Elec Condr (No.8) Bare Lf 8,375.000 88 620 6008 Elec Condr (No.8) Insulated Lf 20,020.000 89 620 6011 Elec Condr (No.4) Bare Lf 35.000 90 620 6012 Elec Condr (No.4) Insulated Lf 70.000 91 624 6002 Ground Box Ty a (122311)w/Apron Ea 19.000 92 624 6009 Ground Box Ty d (162922) Ea 7.000 93 624 6028 Remove Ground Box Ea 18.000 94 628 6044 Elc Srv Ty a 240/480 060(Ns)Ss(e)Ps(u) Ea 1.000 95 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 47.000 96 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 2.000 97 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 3.000 98 644 6034 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-1ext) Ea 4.000 99 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 2.000 100 644 6076 Remove Sm Rd Sn Sup&Am Ea 24.000 101 647 6003 Remove Lrsa Ea 2.000 102 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 2.000 103 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 20.000 104 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 790.000 105 662 6061 Wk Zn Pav Mrk Remov (w)4"(Dot) Lf 911.000 106 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 32,635.000 107 662 6071 Wk Zn Pav Mrk Remov (w)8"(Sld) Lf 6,650.000 108 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 228.000 109 662 6080 Wk Zn Pav Mrk Remov (w)(Arrow) Ea 7.000 110 662 6081 Wk Zn Pav Mrk Remov (w)(Dbl Arrow) Ea 2.000 111 662 6090 Wk Zn Pav Mrk Remov (w)(Word) Ea 7.000 112 662 6092 Wk Zn Pav Mrk Remov (w)36"(Yld Tri) Ea 4.000 113 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 28,510.000 114 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 2,180.000 115 662 6110 Wk Zn Pav Mrk Sht Term (Tab)Ty y Ea 800.000 116 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 200.000 117 666 6006 Refl Pav Mrk Ty i (w)4"(Dot)(100mil) Lf 285.000 118 666 6030 Refl Pav Mrk Ty i (w)8"(Dot)(100mil) Lf 247.000 119 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 7,187.000 120 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 139.000 121 666 6147 Refl Pav Mrk Ty i (y)24"(Sld)(100mil) Lf 426.000 122 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 1,571.000 123 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 17,403.000 124 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 18,849.000 125 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 17.000 126 668 6078 Prefab Pav Mrk Ty c (w) (Dbl Arrow) Ea 5.000 127 668 6080 Prefab Pav Mrk Ty c (w) (Uturn Arrow) Ea 3.000 128 668 6083 Prefab Pav Mrk Ty c (w) (Lndp Arrow) Ea 7.000 129 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 15.000 130 668 6092 Prefab Pav Mrk Ty c (w) (36")(Yld Tri) Ea 12.000 131 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 143.000 132 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 530.000 133 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 10,050.000 134 680 6002 Install Hwy Trf Sig (Isolated) Ea 1.000 135 680 6004 Removing Traffic Signals Ea 1.000 136 681 6001 Temp Traf Signals Ea 1.000 137 682 6001 Veh Sig Sec (12")Led(Grn) Ea 6.000 138 682 6003 Veh Sig Sec (12")Led(Yel) Ea 6.000 139 682 6005 Veh Sig Sec (12")Led(Red) Ea 6.000 140 682 6054 Backplate w/Ref Brdr(3 Sec)(Vent)Alum Ea 6.000 141 684 6031 Trf Sig Cbl (Ty a)(14 Awg)(5 Condr) Lf 150.000 142 684 6046 Trf Sig Cbl (Ty a)(14 Awg)(20 Condr) Lf 1,600.000 143 686 6031 Ins Trf Sig Pl Am(s)1 Arm(28')Lum Ea 3.000 144 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 9,320.000 145 3077 6022 Sp Mixes Sp-c Sac-a Pg70-22 Ton 7,509.000 146 3084 6001 Bonding Course Gal 13,652.000 147 6185 6002 Tma (Stationary) Day 40.000 148 6185 6003 Tma (Mobile Operation) Hr 200.000 149 6292 6001 Rvds(Presence Detection Only) Ea 3.000 150 6292 6002 Rvds(Advance Detection Only) Ea 2.000 151 6306 6006 Vivds Temporary Ea 1.000 152

Details

Bridge, New Construction.
Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 - Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 - Thermal and Moisture Protection, Expansion Control.
Division 09 - Finishes, High-Performance Coatings.
Division 10 - Specialties, Signage, Traffic Signage.
Division 26 - Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 - Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 - Transportation, Bridges.

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Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents