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Last Updated 04/25/2022 06:29 AM
Project Title

SH 80- Intersection and Operational Improvements

Physical Address View project details and contacts
City, State (County) TX   (Hays 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 $6,333,870
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 120.090 1 104 6015 Removing Conc (Sidewalks) Sy 11.000 2 104 6017 Removing Conc (Driveways) Sy 332.000 3 104 6022 Removing Conc (Curb and Gutter) Lf 44.000 4 105 6036 Removing Stab Base & Asph Pav(15"-20") Sy 7,796.000 5 105 6039 Remove Stab Base and Asph Pav (6"-20") Sy 2,810.000 6 110 6001 Excavation (Roadway) Cy 16,990.000 7 132 6003 Embankment (Final)(Ord Comp)(Ty B) Cy 7,575.000 8 132 6019 Embankment (Vehicle)(Ord Comp)(Ty B) Cy 50.000 9 160 6003 Furnishing and Placing Topsoil (4") Sy 23,812.000 10 164 6003 Broadcast Seed (Perm) (Rural) (Clay) Sy 23,812.000 11 164 6029 Cell Fbr Mlch Seed(Temp)(Warm) Sy 11,907.000 12 164 6031 Cell Fbr Mlch Seed(Temp)(Cool) Sy 11,907.000 13 164 6071 Broadcast Seed (Temp)(Warm or Cool) Sy 17,906.000 14 168 6001 Vegetative Watering Mg 953.000 15 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 14,324.000 16 169 6003 Soil Retention Blankets (Cl 1) (Ty C) Sy 3,394.000 17 169 6006 Soil Retention Blankets (Cl 2) (Ty F) Sy 3,582.000 18 247 6366 Fl Bs (Cmp in Plc)(Ty a Gr 5)(Fnal Pos) Cy 16,858.000 19 310 6001 Prime Coat (Multi Option) Gal 7,471.000 20 351 6001 Flexible Pavement Structure Repair(5") Sy 3,000.000 21 354 6188 Plane Asph Conc Pav(Micro-mlling)(1") Sy 68,602.000 22 401 6001 Flowable Backfill Cy 140.000 23 402 6001 Trench Excavation Protection Lf 918.000 24 403 6001 Temporary Spl Shoring Sf 482.000 25 416 6032 Drill Shaft (Trf Sig Pole) (36 in) Lf 26.000 26 416 6034 Drill Shaft (Trf Sig Pole) (48 in) Lf 44.000 27 420 6066 Cl C Conc (Rail Foundation) Cy 10.800 28 432 6002 Riprap (Conc)(5 in) Cy 775.000 29 432 6026 Riprap (Stone Common)(Dry)(18 in) Cy 53.000 30 432 6029 Riprap (Stone Common)(Grout)(8 in) Cy 38.000 31 432 6045 Riprap (Mow Strip)(4 in) Cy 118.000 32 450 6023 Rail (Ty Sstr) Lf 80.000 33 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 126.000 34 462 6003 Conc Box Culv (4 Ft X 2 Ft) Lf 49.000 35 462 6006 Conc Box Culv (5 Ft X 2 Ft) Lf 22.000 36 462 6045 Conc Box Culv (3 Ft X 2 Ft)(Extend) Lf 13.000 37 462 6054 Conc Box Culv (6 Ft X 3 Ft)(Extend) Lf 48.000 38 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 1,149.000 39 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 536.000 40 464 6026 Rc Pipe (Cl V)(24 in) Lf 16.000 41 464 6027 Rc Pipe (Cl V)(36 in) Lf 37.350 42 464 6032 Rc Pipe (Arch)(Cl Iii)(Des 3) Lf 51.000 43 464 6059 Rc Pipe (Cl V)(30 in) Lf 55.000 44 464 6080 Rc Pipe (Arch)(Cl V)(Des 3) Lf 261.000 45 464 6081 Rc Pipe (Arch)(Cl V)(Des 1) Lf 404.000 46 465 6006 Jctbox(Compl)(Pjb)(4ftx4ft) Ea 1.000 47 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 in) Ea 1.000 48 466 6132 Headwall (Ch - Pw - S) (Dia= 30 in) Ea 1.000 49 466 6134 Headwall (Ch - Pw - S) (Dia= 36 in) Ea 1.000 50 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 1.000 51 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 1.000 52 466 6214 Headwall (Ch - Pw - 0)(Dia= 24 in)(Mod) Ea 1.000 53 466 6233 Headwall (Ch-pw-0)(Dia = 30 in)(Mod) Ea 1.000 54 466 6246 Headwall (Ch - Pw - 0)(Dia=36 in)(Mod) Ea 1.000 55 467 6106 Set (Ty I)(S=3 Ft)(Hw=3ft)(4:1)(C) Ea 1.000 56 467 6110 Set (Ty I)(S=3 Ft)(Hw= 3 Ft)(6:1)(P) Ea 2.000 57 467 6174 Set (Ty I)(S= 5 Ft)(Hw= 3 Ft)(6:1) (P) Ea 2.000 58 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 33.000 59 467 6389 Set (Ty Ii) (24 in) (Rcp) (3: 1) (P) Ea 2.000 60 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 16.000 61 467 6519 Set (Ty Ii) (Des 1) (Rcp) (6: 1) (P) Ea 12.000 62 467 6545 Set (Ty Ii) (Des 3) (Rcp) (6: 1) (P) Ea 8.000 63 496 6004 Remov Str (Set) Ea 13.000 64 496 6005 Remov Str (Wingwall) Ea 3.000 65 496 6006 Remov Str (Headwall) Ea 8.000 66 496 6007 Remov Str (Pipe) Lf 880.000 67 496 6018 Remove Str (Conc) Ea 1.000 68 500 6001 Mobilization Ls 1.000 69 502 6001 Barricades, Signs and Traffic Handling Mo 9.000 70 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 527.000 71 506 6011 Rock Filter Dams (Remove) Lf 527.000 72 506 6022 Construction Exits (Install) (Ty 3) Sy 168.000 73 506 6024 Construction Exits (Remove) Sy 168.000 74 506 6038 Temp Sedmt Cont Fence (Install) Lf 27,327.000 75 506 6039 Temp Sedmt Cont Fence (Remove) Lf 27,327.000 76 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 3,210.000 77 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 200.000 78 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 40.000 79 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 930.000 80 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 200.000 81 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 40.000 82 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 2,160.000 83 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 200.000 84 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 40.000 85 512 6104 Pctb Fur&instl(F-shape or Sngl Slp)ty1 Lf 8,670.000 86 512 6105 Pctb Move&reset(F-shape or Sngl Slpty1 Lf 1,800.000 87 512 6106 Port Ctb Remove(F-shape or Sngl Slp)ty1 Lf 8,730.000 88 529 6008 Conc Curb & Gutter (Ty Ii) Lf 134.000 89 530 6004 Driveways (Conc) Sy 254.000 90 530 6005 Driveways (Acp) Sy 2,935.000 91 531 6001 Conc Sidewalks (4") Sy 11.000 92 536 6004 Conc Directional Island Sy 60.000 93 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 2,619.000 94 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 1.000 95 540 6016 Downstream Anchor Terminal Section Ea 14.000 96 540 6018 Mtl Bm Gd Fen Trans (Non - Sym) Ea 1.000 97 544 6001 Guardrail End Treatment (Install) Ea 14.000 98 545 6003 Crash Cush Atten (Move & Reset) Ea 12.000 99 545 6005 Crash Cush Atten (Remove) Ea 20.000 100 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 21.000 101 552 6001 Wire Fence (Ty a) Lf 100.000 102 552 6002 Wire Fence (Ty B) Lf 100.000 103 552 6003 Wire Fence (Ty C) Lf 100.000 104 552 6005 Gate (Ty 1) Ea 1.000 105 560 6001 Mailbox Install-s (Twg-post) Ty 1 Ea 6.000 106 560 6002 Mailbox Install-d (Twg-post) Ty 1 Ea 1.000 107 560 6003 Mailbox Install-m (Twg-post) Ty 1 Ea 3.000 108 618 6046 Condt (Pvc) (Sch 80) (2") Lf 40.000 109 618 6053 Condt (Pvc) (Sch 80) (3") Lf 550.000 110 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 1,460.000 111 618 6058 Condt (Pvc) (Sch 80) (4") Lf 40.000 112 620 6007 Elec Condr (No.8) Bare Lf 1,980.000 113 620 6008 Elec Condr (No.8) Insulated Lf 1,960.000 114 620 6009 Elec Condr (No.6) Bare Lf 100.000 115 620 6010 Elec Condr (No.6) Insulated Lf 200.000 116 624 6006 Ground Box Ty Battery (162915)w/apron Ea 2.000 117 624 6010 Ground Box Ty D (162922)w/apron Ea 7.000 118 628 6165 Elc Srv Ty D 120/240 070(Ns)al(E)sp(O) Ea 1.000 119 636 6001 Aluminum Signs (Ty a) Sf 18.000 120 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 9.000 121 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 9.000 122 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 2.000 123 644 6033 in Sm Rd Sn Sup&am Tys80(1)sa(U) Ea 1.000 124 644 6068 Relocate Sm Rd Sn Sup&am Ty 10bwg Ea 12.000 125 644 6076 Remove Sm Rd Sn Sup&am Ea 25.000 126 647 6002 Relocate Lrsa Ea 2.000 127 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 38.000 128 658 6073 Instl Om Assm (Om-2y)(Wc)gnd(Bi) Ea 10.000 129 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 5,085.000 130 662 6061 Wk Zn Pav Mrk Remov (W)4"(Dot) Lf 37.500 131 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 58,421.000 132 662 6071 Wk Zn Pav Mrk Remov (W)8"(Sld) Lf 4,854.000 133 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 258.000 134 662 6080 Wk Zn Pav Mrk Remov (W)(Arrow) Ea 6.000 135 662 6090 Wk Zn Pav Mrk Remov (W)(Word) Ea 6.000 136 662 6093 Wk Zn Pav Mrk Remov (Y)4"(Brk) Lf 13,546.000 137 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 63,340.000 138 662 6109 Wk Zn Pav Mrk Sht Term (Tab)ty W Ea 1,110.000 139 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 558.000 140 666 6005 Refl Pav Mrk Ty I (W)4"(Dot)(090mil) Lf 107.500 141 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 4,219.000 142 666 6047 Refl Pav Mrk Ty I (W)24"(Sld)(090mil) Lf 242.000 143 666 6053 Refl Pav Mrk Ty I (W)(Arrow)(090mil) Ea 12.000 144 666 6077 Refl Pav Mrk Ty I (W)(Word)(090mil) Ea 10.000 145 666 6098 Ref Pav Mrk Ty I(W)18"(Yld Tri)(090mil) Ea 10.000 146 666 6104 Refl Pav Mrk Ty I (W)(Bike Arw)(090mil) Ea 3.000 147 666 6110 Refl Pav Mrk Ty I(W)(Bike Syml)(090mil) Ea 3.000 148 666 6299 Re Pm W/ret Req Ty I (W)4"(Brk)(090mil) Lf 4,843.000 149 666 6302 Re Pm W/ret Req Ty I (W)4"(Sld)(090mil) Lf 21,663.000 150 666 6311 Re Pm W/ret Req Ty I (Y)4"(Brk)(090mil) Lf 3,411.000 151 666 6312 Re Pm W/ret Req Ty I (Y)4"(Brk)(100mil) Lf 657.000 152 666 6314 Re Pm W/ret Req Ty I (Y)4"(Sld)(090mil) Lf 16,583.000 153 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 5,783.000 154 672 6007 Refl Pav Mrkr Ty I-c Ea 462.000 155 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 692.000 156 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 90.000 157 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 133,845.000 158 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 1,853.000 159 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 89.000 160 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 81.000 161 680 6002 Install Hwy Trf Sig (Isolated) Ea 1.000 162 680 6004 Removing Traffic Signals Ea 1.000 163 682 6001 Veh Sig Sec (12")led(Grn) Ea 9.000 164 682 6002 Veh Sig Sec (12")led(Grn Arw) Ea 2.000 165 682 6003 Veh Sig Sec (12")led(Yel) Ea 13.000 166 682 6004 Veh Sig Sec (12")led(Yel Arw) Ea 4.000 167 682 6005 Veh Sig Sec (12")led(Red) Ea 9.000 168 682 6006 Veh Sig Sec (12")led(Red Arw) Ea 2.000 169 682 6054 Backplate W/ref Brdr(3 Sec)(Vent)alum Ea 9.000 170 682 6055 Backplate W/ref Brdr(4 Sec)(Vent)alum Ea 2.000 171 684 6010 Trf Sig Cbl (Ty a)(12 Awg)(5 Condr) Lf 10.000 172 684 6031 Trf Sig Cbl (Ty a)(14 Awg)(5 Condr) Lf 1,100.000 173 684 6033 Trf Sig Cbl (Ty a)(14 Awg)(7 Condr) Lf 1,040.000 174 685 6004 Instl Rdsd Flsh Bcn Assm (Solar Pwrd) Ea 1.000 175 686 6039 Ins Trf Sig Pl Am(S)1 Arm(36')lum Ea 1.000 176 686 6043 Ins Trf Sig Pl Am(S)1 Arm(40')lum Ea 1.000 177 686 6055 Ins Trf Sig Pl Am(S)1 Arm(50')lum Ea 1.000 178 686 6063 Ins Trf Sig Pl Am(S)1 Arm(60')lum Ea 1.000 179 3076 6001 D-gr Hma Ty-b Pg64-22 Ton 6,880.000 180 3076 6051 D-gr Hma Ty-d Pg76-22 (Level-up) Ton 2,997.000 181 3076 6072 D-gr Hma Ty-d Pg 76-22 (Exempt) Ton 3,100.800 182 3081 6008 Tom-c Pg76-22 Sac-b Ton 4,387.000 183 3084 6001 Bonding Course Gal 4,387.000 184 3085 6001 Underseal Course Gal 17,776.000 185 6001 6001 Portable Changeable Message Sign Day 200.000 186 6004 6031 Its Com Cbl (Ethernet) Lf 90.000 187 6058 6001 Bbu System (External Batt Cabinet) Ea 1.000 188 6185 6002 Tma (Stationary) Day 103.000 189 6185 6003 Tma (Mobile Operation) Hr 21.000 190 6292 6003 Rvds(Presence and Advance Det) Ea 4.000 191

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
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