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Last Updated 07/09/2020 07:13 AM
Project Title

Reconstruct Exst 2-Ln Rdwy to A 4-Ln Rdwy W/CLTL

Physical Address View project details and contacts
City, State (County) TX   (Travis 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 $12,127,934
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6001 Preparing Row Ac 0.350 1 100 6002 Preparing Row Sta 70.000 2 104 6001 Removing Conc (Pav) Sy 560.000 3 104 6009 Removing Conc (Riprap) Sy 2,684.000 4 104 6015 Removing Conc (Sidewalks) Sy 50.000 5 104 6017 Removing Conc (Driveways) Sy 338.000 6 104 6054 Removing Concrete(Mow Strip) Lf 2,576.000 7 105 6030 Removing Stab Base & Asph Pav (8"-14") Sy 40,175.000 8 106 6002 Obliterating Abandoned Road Sy 4,204.000 9 110 6001 Excavation (Roadway) Cy 36,682.000 10 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 16,591.000 11 160 6003 Furnishing And Placing Topsoil (4") Sy 34,815.000 12 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 35,965.000 13 164 6041 Drill Seeding (Temp) (Warm) Sy 17,408.000 14 164 6043 Drill Seeding (Temp) (Cool) Sy 17,408.000 15 168 6001 Vegetative Watering Mg 1,044.500 16 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 34,815.000 17 247 6366 Fl Bs (Cmp In Plc)(Ty a Gr 5)(Fnal Pos) Cy 13,195.000 18 260 6002 Lime (Hydrated Lime (Slurry)) Ton 1,772.000 19 260 6027 Lime Trt (Exst Matl)(8") Sy 59,647.000 20 310 6001 Prime Coat (Multi Option) Gal 11,517.000 21 340 6011 d-Gr Hma(Sq) Ty-b Pg64-22 Ton 2,078.000 22 340 6048 d-Gr Hma(Sq) Ty-c Sac-b Pg70-22 Ton 1,293.000 23 340 6272 Tack Coat Gal 974.000 24 342 6002 Pfc (Asphalt) Pg76-22 Ton 46.000 25 342 6006 Pfc-c (Aggregate)(Pg76 Mix) Sac-a Ton 716.000 26 347 6001 Tom (Asphalt) Pg 76-22 Ton 160.000 27 347 6002 Tom-c (Aggregate) Sac-a Ton 2,429.000 28 347 6008 Tack Coat Gal 3,666.000 29 354 6001 Plan & Text Asph Conc Pav(0" To 1") Sy 1,211.000 30 400 6005 Cem Stabil Bkfl Cy 196.100 31 402 6001 Trench Excavation Protection Lf 6,590.000 32 403 6001 Temporary Spl Shoring Sf 2,364.000 33 416 6004 Drill Shaft (36 In) Lf 545.000 34 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 91.000 35 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 22.000 36 420 6013 Cl c Conc (Abut) Cy 50.400 37 420 6029 Cl c Conc (Cap) Cy 39.600 38 420 6037 Cl c Conc (Column) Cy 33.300 39 420 6071 Cl c Conc (Collar) Ea 10.000 40 422 6001 Reinf Conc Slab Sf 8,674.000 41 422 6013 Bridge Sidewalk Sf 2,444.000 42 422 6015 Approach Slab Cy 68.500 43 423 6001 Retaining Wall (Mse) Sf 1,730.000 44 425 6036 Prestr Conc Girder (Tx34) Lf 1,024.420 45 432 6002 Riprap (Conc)(5 In) Cy 425.400 46 432 6035 Riprap (Stone Protection)(24 In) Cy 1,282.200 47 432 6044 Riprap (Conc)(Flume) Cy 13.800 48 432 6045 Riprap (Mow Strip)(4 In) Cy 65.500 49 438 6001 Cleaning And Sealing Existing Joints Lf 104.000 50 442 6007 Str Steel (Misc Non - Bridge) Lb 168.000 51 450 6006 Rail (Ty t223) Lf 221.700 52 450 6032 Rail (Ty c223) Lf 249.000 53 450 6103 Rail (Ty Pr11) Lf 689.000 54 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 85.000 55 459 6002 Gabion Mattresses (Galv) Cy 192.100 56 460 6003 Cmp (Gal Stl 24 In) Lf 150.000 57 460 6005 Cmp (Gal Stl 36 In) Lf 120.000 58 462 6002 Conc Box Culv (3 Ft x 3 Ft) Lf 389.000 59 462 6019 Conc Box Culv (8 Ft x 4 Ft) Lf 380.000 60 462 6025 Conc Box Culv (9 Ft x 6 Ft) Lf 434.000 61 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,133.000 62 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 1,008.000 63 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 813.000 64 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 464.000 65 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 10.000 66 464 6012 Rc Pipe (Cl Iii)(60 In) Lf 2,297.000 67 465 6006 Jctbox(Compl)(Pjb)(4ftx4ft) Ea 1.000 68 465 6012 Jctbox(Compl)(Pjb)(8ftx8ft) Ea 3.000 69 465 6013 Inlet (Compl)(Pco)(3ft)(None) Ea 4.000 70 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 4.000 71 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 8.000 72 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 10.000 73 465 6078 Inlet (Compl)(Psl)(Rg)(3ftx3ft) Ea 2.000 74 465 6145 Inlet (Compl)(Psl)(Fg)(8ftx8ft-3ftx5ft) Ea 12.000 75 465 6147 Inlet(Compl)(Psl)(Sfg)(4ftx4ft-4ftx4ft) Ea 3.000 76 466 6132 Headwall (Ch - Pw - s) (Dia= 30 In) Ea 1.000 77 466 6168 Wingwall (Fw - s) (Hw=7 Ft) Ea 1.000 78 466 6169 Wingwall (Fw - s) (Hw=8 Ft) Ea 1.000 79 466 6171 Wingwall (Pw - 1) (Hw=10 Ft) Ea 1.000 80 466 6172 Wingwall (Pw - 1) (Hw=11 Ft) Ea 1.000 81 467 6344 Set (Ty Ii) (18 In) (Cmp) (3: 1) (p) Ea 10.000 82 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 4.000 83 467 6376 Set (Ty Ii) (24 In) (Cmp) (3: 1) (p) Ea 6.000 84 467 6417 Set (Ty Ii) (30 In) (Rcp) (3: 1) (c) Ea 1.000 85 467 6439 Set (Ty Ii) (36 In) (Cmp) (3: 1) (c) Ea 2.000 86 496 6002 Remov Str (Inlet) Ea 13.000 87 496 6004 Remov Str (Set) Ea 23.000 88 496 6005 Remov Str (Wingwall) Ea 2.000 89 496 6006 Remov Str (Headwall) Ea 4.000 90 496 6007 Remov Str (Pipe) Lf 3,138.000 91 496 6008 Remov Str (Box Culvert) Lf 99.000 92 500 6001 Mobilization Ls 1.000 93 502 6001 Barricades, Signs And Traffic Handling Mo 16.000 94 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 40.000 95 506 6011 Rock Filter Dams (Remove) Lf 40.000 96 506 6020 Construction Exits (Install) (Ty 1) Sy 180.000 97 506 6024 Construction Exits (Remove) Sy 180.000 98 506 6038 Temp Sedmt Cont Fence (Install) Lf 7,890.000 99 506 6039 Temp Sedmt Cont Fence (Remove) Lf 7,890.000 100 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 1,065.000 101 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,065.000 102 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 660.000 103 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 160.000 104 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 240.000 105 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 160.000 106 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 660.000 107 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 160.000 108 529 6008 Conc Curb & Gutter (Ty Ii) Lf 8,791.000 109 530 6004 Driveways (Conc) Sy 1,700.000 110 530 6005 Driveways (Acp) Sy 588.000 111 531 6002 Conc Sidewalks (5") Sy 3,696.000 112 531 6004 Curb Ramps (Ty 1) Ea 2.000 113 531 6005 Curb Ramps (Ty 2) Ea 1.000 114 531 6008 Curb Ramps (Ty 5) Ea 1.000 115 531 6009 Curb Ramps (Ty 6) Ea 1.000 116 531 6010 Curb Ramps (Ty 7) Ea 10.000 117 531 6013 Curb Ramps (Ty 10) Ea 2.000 118 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 975.000 119 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 3.000 120 540 6016 Downstream Anchor Terminal Section Ea 6.000 121 542 6001 Remove Metal Beam Guard Fence Lf 2,576.000 122 544 6006 Gdrail End Trt(Inst)(Wood Post)(Ty Iii) Ea 5.000 123 545 6016 Crash Cush Atten (Instl)(r)(w)(Tl3) Ea 2.000 124 560 6011 Mailbox Install-s (Tww-Post) Ty 4 Ea 1.000 125 560 6012 Mailbox Install-d (Tww-Post) Ty 4 Ea 1.000 126 560 6013 Mailbox Install-m (Tww-Post) Ty 4 Ea 1.000 127 618 6023 Condt (Pvc) (Sch 40) (2") Lf 711.000 128 618 6029 Condt (Pvc) (Sch 40) (3") Lf 469.000 129 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 1,386.000 130 620 6007 Elec Condr (No.8) Bare Lf 2,655.000 131 620 6008 Elec Condr (No.8) Insulated Lf 2,913.000 132 620 6009 Elec Condr (No.6) Bare Lf 180.000 133 620 6010 Elec Condr (No.6) Insulated Lf 358.000 134 624 6010 Ground Box Ty d (162922)w/Apron Ea 9.000 135 628 6116 Elc Srv Ty d 120/240 060(Ns)Al(e)Sp(o) Ea 2.000 136 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 26.000 137 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 1.000 138 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 2.000 139 644 6037 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Wc) Ea 7.000 140 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 1.000 141 644 6075 Relocate Sm Rd Sn Sup&Am(Sign Only) Ea 4.000 142 644 6076 Remove Sm Rd Sn Sup&Am Ea 69.000 143 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 9.000 144 658 6015 Instl Del Assm (d-Sw)Sz (Brf)Gf1 Ea 23.000 145 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 8.000 146 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 22,132.000 147 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 759.000 148 662 6014 Wk Zn Pav Mrk Non-Remov (w)12"(Sld) Lf 218.000 149 662 6016 Wk Zn Pav Mrk Non-Remov (w)24"(Sld) Lf 354.000 150 662 6017 Wk Zn Pav Mrk Non-Remov (w)(Arrow) Ea 9.000 151 662 6029 Wk Zn Pav Mrk Non-Remov(w)(Word) Ea 9.000 152 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 189.000 153 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 26,964.000 154 662 6041 Wk Zn Pav Mrk Non-Remov (y)24"(Sld) Lf 108.000 155 666 6005 Refl Pav Mrk Ty i (w)4"(Dot)(090mil) Lf 16.000 156 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 1,582.000 157 666 6041 Refl Pav Mrk Ty i (w)12"(Sld)(090mil) Lf 122.000 158 666 6047 Refl Pav Mrk Ty i (w)24"(Sld)(090mil) Lf 1,065.000 159 666 6053 Refl Pav Mrk Ty i (w)(Arrow)(090mil) Ea 24.000 160 666 6072 Refl Pav Mrk Ty i(w)(Lndp Arw)(100mil) Ea 1.000 161 666 6077 Refl Pav Mrk Ty i (w)(Word)(090mil) Ea 14.000 162 666 6092 Refl Pav Mrk Ty i (w)(Rr Xing)(090mil) Ea 1.000 163 666 6140 Refl Pav Mrk Ty i (y)12"(Sld)(090mil) Lf 863.000 164 666 6167 Refl Pav Mrk Ty Ii (w) 4" (Brk) Lf 3,041.000 165 666 6168 Refl Pav Mrk Ty Ii (w) 4" (Dot) Lf 16.000 166 666 6170 Refl Pav Mrk Ty Ii (w) 4" (Sld) Lf 13,483.000 167 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 1,582.000 168 666 6180 Refl Pav Mrk Ty Ii (w) 12" (Sld) Lf 122.000 169 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 1,065.000 170 666 6184 Refl Pav Mrk Ty Ii (w) (Arrow) Ea 24.000 171 666 6190 Refl Pav Mrk Ty Ii (w) (Lndp Arw) Ea 1.000 172 666 6192 Refl Pav Mrk Ty Ii (w) (Word) Ea 14.000 173 666 6196 Refl Pav Mrk Ty Ii (w) (Rr Xing) Ea 1.000 174 666 6205 Refl Pav Mrk Ty Ii (y) 4" (Brk) Lf 2,393.000 175 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 17,459.000 176 666 6212 Refl Pav Mrk Ty Ii (y) 12" (Sld) Lf 863.000 177 666 6299 Re Pm w/Ret Req Ty i (w)4"(Brk)(090mil) Lf 3,041.000 178 666 6302 Re Pm w/Ret Req Ty i (w)4"(Sld)(090mil) Lf 13,483.000 179 666 6311 Re Pm w/Ret Req Ty i (y)4"(Brk)(090mil) Lf 2,393.000 180 666 6314 Re Pm w/Ret Req Ty i (y)4"(Sld)(090mil) Lf 17,459.000 181 672 6004 Plowable Refl Pav Mrkr Ty Ii-c-r Ea 6.000 182 672 6007 Refl Pav Mrkr Ty i-c Ea 427.000 183 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 596.000 184 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 11,241.000 185 680 6002 Install Hwy Trf Sig (Isolated) Ea 2.000 186 680 6004 Removing Traffic Signals Ea 2.000 187 681 6001 Temp Traf Signals Ea 2.000 188 682 6001 Veh Sig Sec (12")Led(Grn) Ea 14.000 189 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 2.000 190 682 6003 Veh Sig Sec (12")Led(Yel) Ea 14.000 191 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 4.000 192 682 6005 Veh Sig Sec (12")Led(Red) Ea 14.000 193 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 2.000 194 682 6018 Ped Sig Sec (Led)(Countdown) Ea 8.000 195 682 6023 Back Plate (12")(3 Sec) Ea 14.000 196 682 6024 Back Plate (12")(4 Sec) Ea 2.000 197 684 6031 Trf Sig Cbl (Ty a)(14 Awg)(5 Condr) Lf 3,183.000 198 684 6033 Trf Sig Cbl (Ty a)(14 Awg)(7 Condr) Lf 555.000 199 684 6080 Trf Sig Cbl (Ty c)(14 Awg)(2 Condr) Lf 1,192.000 200 685 6004 Instl Rdsd Flsh Bcn Assm (Solar Pwrd) Ea 2.000 201 686 6008 Ins Trf Sig Pl Am (s)Str(Ty b)Lum Ea 2.000 202 686 6043 Ins Trf Sig Pl Am(s)1 Arm(40')Lum Ea 1.000 203 686 6047 Ins Trf Sig Pl Am(s)1 Arm(44')Lum Ea 1.000 204 686 6051 Ins Trf Sig Pl Am(s)1 Arm(48')Lum Ea 3.000 205 686 6063 Ins Trf Sig Pl Am(s)1 Arm(60')Lum Ea 1.000 206 687 6001 Ped Pole Assembly Ea 2.000 207 688 6001 Ped Detect Push Button (Aps) Ea 8.000 208 688 6003 Ped Detector Controller Unit Ea 2.000 209 740 6004 Anti - Graffiti Coating(Permnent-Ty Ii) Sf 1,123.000 210 1004 6001 Tree Protection Ea 9.000 211 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 14,697.000 212 3076 6048 d-Gr Hma Ty-d Pg76-22 Ton 3,781.000 213 3076 6066 Tack Coat Gal 8,294.000 214 3085 6001 Underseal Course Gal 2,351.000 215 6001 6001 Portable Changeable Message Sign Day 56.000 216 6054 6005 Antenna (Uni-Directional) Ea 2.000 217 6185 6002 Tma (Stationary) Day 28.000 218 6185 6003 Tma (Mobile Operation) Hr 60.000 219 6292 6001 Rvds(Presence Detection Only) Ea 6.000 220 6292 6002 Rvds(Advance Detection Only) Ea 5.000 221 7056 6002 Pipe (6") Di Class 350 (All Depths) Lf 23.000 222 7056 6005 Pipe (16") Di Class 250 (All Depths) Lf 1,857.000 223 7056 6020 Valve (Gate)(6") Ea 1.000 224 7056 6022 Valve (Gate)(16") Ea 4.000 225 7056 6026 Auto Combo Air/Vac Release Valve Am 2" Ea 3.000 226 7056 6027 Drain Valve Assembly Ea 2.000 227 7056 6033 Fire Hydrants Ea 1.000 228 7056 6057 Pipe Encasement (24")Steel Lf 235.000 229 7056 6059 Wet Connection 12 Dia x 12 Dia Ea 1.000 230 7056 6061 Wet Connection 16 Dia x 16 Dia Ea 1.000 231 7056 6080 Ductile Iron Fittings Ton 2.070 232

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
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