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Last Updated 08/06/2020 04:29 AM
Project Title

Widen 2 Ln Road to 4 Lane Divided Roadway W/Flush

Physical Address View project details and contacts
City, State (County) TX   (Gregg 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 $14,171,750
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 105.630 1 104 6009 Removing Conc (Riprap) Sy 1,341.000 2 104 6017 Removing Conc (Driveways) Sy 65.000 3 105 6008 Removing Stab Base And Asph Pav (6") Sy 35,060.000 4 106 6002 Obliterating Abandoned Road Sy 3,015.000 5 110 6001 Excavation (Roadway) Cy 68,507.000 6 110 6003 Excavation (Special) Cy 70.000 7 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 105,280.000 8 132 6021 Embankment (Vehicle)(Ord Comp)(Ty c) Cy 300.000 9 160 6003 Furnishing And Placing Topsoil (4") Sy 102,115.000 10 164 6054 Bond Fbr Mtrx Seed (Perm)(Rural)(Sand) Sy 102,115.000 11 164 6055 Bonded Fbr Mtrx Seed (Temp)(Warm) Sy 51,059.000 12 164 6056 Bonded Fbr Mtrx Seed (Temp)(Cool) Sy 51,059.000 13 168 6001 Vegetative Watering Mg 1,430.000 14 247 6230 Fl Bs (Cmp In Place)(Ty a Gr 1-2)(8") Sy 90,355.000 15 260 6002 Lime (Hydrated Lime (Slurry)) Ton 730.000 16 260 6027 Lime Trt (Exst Matl)(8") Sy 45,602.000 17 275 6001 Cement Ton 730.000 18 275 6011 Cement Treat(Exist Matl)(8") Sy 45,602.000 19 310 6021 Prime Coat & Blotter (Mc-30) Gal 22,378.000 20 316 6406 Asph (Ac-20xp, Ac-10-2tr, Or Ac-20-5tr) Gal 76,613.000 21 316 6407 Aggr (Ty-Pd Gr-3 Or Ty-Pl Gr-3) Cy 1,824.000 22 354 6045 Plane Asph Conc Pav (2") Sy 4,542.000 23 400 6005 Cem Stabil Bkfl Cy 573.000 24 400 6006 Cut & Restoring Pav Sy 102.000 25 401 6001 Flowable Backfill Cy 327.000 26 402 6001 Trench Excavation Protection Lf 77.000 27 403 6001 Temporary Spl Shoring Sf 75.000 28 416 6001 Drill Shaft (18 In) Lf 315.000 29 416 6004 Drill Shaft (36 In) Lf 2,610.000 30 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 52.000 31 420 6014 Cl c Conc (Abut)(Hpc) Cy 120.400 32 420 6026 Cl c Conc (Bent)(Hpc) Cy 194.000 33 420 6038 Cl c Conc (Column)(Hpc) Cy 105.300 34 422 6001 Reinf Conc Slab Sf 59,340.000 35 422 6015 Approach Slab Cy 134.800 36 423 6008 Retaining Wall (Cast - In - Place) Sf 1,620.000 37 425 6039 Prestr Conc Girder (Tx54) Lf 7,557.980 38 432 6002 Riprap (Conc)(5 In) Cy 5.000 39 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 1,525.000 40 432 6031 Riprap (Stone Protection)(12 In) Cy 825.000 41 432 6045 Riprap (Mow Strip)(4 In) Cy 56.000 42 450 6016 Rail (Ty t552) Lf 1,466.000 43 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 253.000 44 460 6003 Cmp (Gal Stl 24 In) Lf 75.000 45 462 6007 Conc Box Culv (5 Ft x 3 Ft) Lf 285.000 46 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 1,406.000 47 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 96.000 48 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 139.000 49 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 174.000 50 464 6059 Rc Pipe (Cl v)(30 In) Lf 573.000 51 465 6225 Jct Box (Compl)(Spl) Ea 4.000 52 466 6007 Headwall (Ch - Fw - 0) (Dia= 30 In) Ea 1.000 53 466 6010 Headwall (Ch - Fw - 0) (Dia= 42 In) Ea 2.000 54 466 6107 Headwall (Ch - Pw - 0) (Dia= 72 In) Ea 1.000 55 466 6151 Wingwall (Fw - 0) (Hw=4 Ft) Ea 2.000 56 467 6180 Set (Ty i)(s= 5 Ft)(Hw= 4 Ft)(6:1) (p) Ea 1.000 57 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 51.000 58 467 6422 Set (Ty Ii) (30 In) (Rcp) (6: 1) (c) Ea 6.000 59 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 2.000 60 481 6013 Pipe (Pvc) (Sch 40) (6 In) Lf 140.000 61 496 6005 Remov Str (Wingwall) Ea 3.000 62 496 6007 Remov Str (Pipe) Lf 3.000 63 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 1.000 64 496 6016 Remov Str (Pipe) Ea 5.000 65 496 6017 Remov Str (Abutment) Ea 2.000 66 496 6034 Remov Str (Bent) Ea 4.000 67 496 6040 Remov Str (Ret Wall) Lf 100.000 68 496 6050 Remov Str (Driveway Culvert) Ea 17.000 69 496 6079 Remove Str (Piling) Ea 8.000 70 500 6001 Mobilization Ls 1.000 71 502 6001 Barricades, Signs And Traffic Handling Mo 26.000 72 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 1,920.000 73 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 225.000 74 506 6011 Rock Filter Dams (Remove) Lf 2,145.000 75 506 6020 Construction Exits (Install) (Ty 1) Sy 675.000 76 506 6024 Construction Exits (Remove) Sy 675.000 77 506 6030 Backhoe Work (Erosion & Sedmt Cont) Hr 150.000 78 506 6038 Temp Sedmt Cont Fence (Install) Lf 6,251.000 79 506 6039 Temp Sedmt Cont Fence (Remove) Lf 6,251.000 80 506 6046 Trackhoe Work (Erosion & Sedmt Cont) Hr 200.000 81 508 6001 Constructing Detours Sy 2,677.000 82 530 6002 Intersections (Acp) Sy 3,327.000 83 530 6005 Driveways (Acp) Sy 4,754.000 84 530 6017 Driveways (Conc) (Hes) Sy 86.000 85 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 425.000 86 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 2.000 87 540 6016 Downstream Anchor Terminal Section Ea 2.000 88 540 6018 Mtl Bm Gd Fen Trans (Non - Sym) Ea 2.000 89 542 6001 Remove Metal Beam Guard Fence Lf 1,750.000 90 544 6001 Guardrail End Treatment (Install) Ea 6.000 91 544 6003 Guardrail End Treatment (Remove) Ea 10.000 92 560 6004 Mailbox Install-s (Twg-Post) Ty 2 Ea 7.000 93 560 6005 Mailbox Install-d (Twg-Post) Ty 2 Ea 1.000 94 560 6006 Mailbox Install-m (Twg-Post) Ty 2 Ea 2.000 95 618 6029 Condt (Pvc) (Sch 40) (3") Lf 143.000 96 618 6033 Condt (Pvc) (Sch 40) (4") Lf 36.000 97 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 201.000 98 620 6004 Elec Condr (No.12) Insulated Lf 680.000 99 620 6008 Elec Condr (No.8) Insulated Lf 958.000 100 620 6009 Elec Condr (No.6) Bare Lf 422.000 101 620 6010 Elec Condr (No.6) Insulated Lf 52.000 102 624 6002 Ground Box Ty a (122311)w/Apron Ea 3.000 103 624 6010 Ground Box Ty d (162922)w/Apron Ea 2.000 104 628 6341 Elecserv Ty d 120/240 070(Ss)Ss(e)Sp(o) Ea 1.000 105 644 6038 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Exal) Ea 1.000 106 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(p) Ea 22.000 107 644 6061 In Sm Rd Sn Sup&Am Tytwt(1)Ws(t) Ea 2.000 108 644 6076 Remove Sm Rd Sn Sup&Am Ea 34.000 109 658 6001 Instl Del Assm (d-Sw)Sz 1(Flx)Gnd Ea 10.000 110 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 24.000 111 658 6016 Instl Del Assm (d-Sw)Sz (Brf)Gf1 (Bi) Ea 15.000 112 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 8.000 113 658 6060 Remove Delin & Object Marker Assms Ea 8.000 114 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 15.000 115 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 48,712.000 116 662 6016 Wk Zn Pav Mrk Non-Remov (w)24"(Sld) Lf 11.000 117 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 52,060.000 118 662 6057 Wk Zn Pav Mrk Remov (Traf Btn) Ty w Lf 1,410.000 119 662 6059 Wk Zn Pav Mrk Remov (Traf Btn) Ty y Lf 705.000 120 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 1,553.000 121 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 1,740.000 122 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 1,955.000 123 666 6224 Pavement Sealer 4" Lf 5,765.000 124 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 5,998.000 125 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 22,062.000 126 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 6,027.000 127 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 25,738.000 128 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 260.000 129 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 24.000 130 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 10.000 131 672 6007 Refl Pav Mrkr Ty i-c Ea 314.000 132 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 686.000 133 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 38,588.000 134 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 24.000 135 678 6001 Pav Surf Prep For Mrk (4") Lf 5,765.000 136 680 6002 Install Hwy Trf Sig (Isolated) Ea 1.000 137 680 6004 Removing Traffic Signals Ea 1.000 138 681 6001 Temp Traf Signals Ea 1.000 139 682 6001 Veh Sig Sec (12")Led(Grn) Ea 9.000 140 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 4.000 141 682 6003 Veh Sig Sec (12")Led(Yel) Ea 9.000 142 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 2.000 143 682 6005 Veh Sig Sec (12")Led(Red) Ea 9.000 144 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 2.000 145 682 6018 Ped Sig Sec (Led)(Countdown) Ea 6.000 146 682 6023 Back Plate (12")(3 Sec) Ea 9.000 147 682 6024 Back Plate (12")(4 Sec) Ea 2.000 148 684 6007 Trf Sig Cbl (Ty a)(12 Awg)(2 Condr) Lf 619.000 149 684 6009 Trf Sig Cbl (Ty a)(12 Awg)(4 Condr) Lf 1,034.000 150 684 6010 Trf Sig Cbl (Ty a)(12 Awg)(5 Condr) Lf 1,253.000 151 684 6012 Trf Sig Cbl (Ty a)(12 Awg)(7 Condr) Lf 841.000 152 686 6040 Ins Trf Sig Pl Am(s)1 Arm(36')Lum&Ilsn Ea 1.000 153 686 6044 Ins Trf Sig Pl Am(s)1 Arm(40')Lum&Ilsn Ea 1.000 154 686 6052 Ins Trf Sig Pl Am(s)1 Arm(48')Lum&Ilsn Ea 2.000 155 688 6002 Ped Detect Push Button (Standard) Ea 6.000 156 3077 6022 Sp Mixes Sp-c Sac-a Pg70-22 Ton 22,013.000 157 6001 6001 Portable Changeable Message Sign Day 25.000 158 6001 6002 Portable Changeable Message Sign Ea 2.000 159 6058 6001 Bbu System (External Batt Cabinet) Ea 1.000 160 6090 6003 Ilsn (Led) (6s) Ea 4.000 161 6185 6005 Tma (Mobile Operation) Day 20.000 162 6306 6001 Vivds Prosr Sys Ea 1.000 163 6306 6003 Vivds Cam Assy Var Lns Ea 4.000 164 6306 6005 Vivds Cntrl Software Ea 1.000 165 6306 6007 Vivds Cabling Lf 817.000 166

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
 Other Documents