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Last Updated 11/05/2021 03:13 AM
Project Title

US 183 - Hazard Elimination and Safety

Physical Address View project details and contacts
City, State (County) TX   (Williamson 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 $6,355,388
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 160.000 1 104 6017 Removing Conc (Driveways) Sy 35.000 2 104 6022 Removing Conc (Curb and Gutter) Lf 58.000 3 104 6026 Remove Conc (Gutter) Lf 207.000 4 104 6028 Removing Conc (Misc) Sy 92.000 5 105 6016 Removing Stab Base & Asph Pav(16") Sy 5,337.000 6 110 6001 Excavation (Roadway) Cy 16,360.000 7 132 6003 Embankment (Final)(Ord Comp)(Ty B) Cy 7,339.000 8 160 6003 Furnishing and Placing Topsoil (4") Sy 44,410.000 9 164 6003 Broadcast Seed (Perm) (Rural) (Clay) Sy 44,410.000 10 164 6009 Broadcast Seed (Temp) (Warm) Sy 22,205.000 11 164 6011 Broadcast Seed (Temp) (Cool) Sy 22,205.000 12 168 6001 Vegetative Watering Mg 812.000 13 216 6001 Proof Rolling Hr 53.000 14 247 6366 Fl Bs (Cmp in Plc)(Ty a Gr 5)(Fnal Pos) Cy 11,757.000 15 310 6001 Prime Coat (Multi Option) Gal 8,531.000 16 347 6001 Tom (Asphalt) Pg 76-22 Ton 441.000 17 347 6006 Tom - C (Aggregate) Sac - B Ton 6,661.000 18 351 6004 Flexible Pavement Structure Repair(8") Sy 12,423.000 19 400 6006 Cut & Restoring Pav Sy 319.000 20 402 6001 Trench Excavation Protection Lf 351.000 21 403 6001 Temporary Spl Shoring Sf 30.000 22 420 6066 Cl C Conc (Rail Foundation) Cy 34.000 23 432 6002 Riprap (Conc)(5 in) Cy 588.000 24 432 6033 Riprap (Stone Protection)(18 in) Cy 264.000 25 432 6045 Riprap (Mow Strip)(4 in) Cy 158.000 26 450 6023 Rail (Ty Sstr) Lf 240.000 27 462 6003 Conc Box Culv (4 Ft X 2 Ft) Lf 400.000 28 462 6004 Conc Box Culv (4 Ft X 3 Ft) Lf 162.000 29 462 6015 Conc Box Culv (7 Ft X 4 Ft) Lf 121.000 30 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 335.000 31 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 1,163.000 32 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 418.000 33 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 in) Ea 2.000 34 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 in) Ea 4.000 35 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 4.000 36 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 2.000 37 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 2.000 38 467 6357 Set (Ty Ii) (18 in) (Rcp) (3: 1) (P) Ea 1.000 39 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 13.000 40 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 38.000 41 496 6004 Remov Str (Set) Ea 31.000 42 496 6005 Remov Str (Wingwall) Ea 2.000 43 496 6007 Remov Str (Pipe) Lf 1,055.000 44 496 6008 Remov Str (Box Culvert) Lf 133.000 45 496 6040 Remov Str (Ret Wall) Lf 18.000 46 500 6001 Mobilization Ls 1.000 47 502 6001 Barricades, Signs and Traffic Handling Mo 20.000 48 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 140.000 49 506 6011 Rock Filter Dams (Remove) Lf 140.000 50 506 6038 Temp Sedmt Cont Fence (Install) Lf 1,065.000 51 506 6039 Temp Sedmt Cont Fence (Remove) Lf 1,065.000 52 508 6001 Constructing Detours Sy 198.000 53 530 6004 Driveways (Conc) Sy 36.000 54 530 6005 Driveways (Acp) Sy 1,177.000 55 530 6008 Turnouts (Acp) Sy 135.000 56 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 1,100.000 57 540 6014 Short Radius Lf 181.250 58 540 6015 Driveway Terminal Anchor Section Ea 3.000 59 540 6016 Downstream Anchor Terminal Section Ea 14.000 60 540 6017 Mtl Bm Gd Fen (Long Span System) Lf 650.000 61 544 6001 Guardrail End Treatment (Install) Ea 12.000 62 560 6001 Mailbox Install-s (Twg-post) Ty 1 Ea 12.000 63 560 6002 Mailbox Install-d (Twg-post) Ty 1 Ea 1.000 64 560 6003 Mailbox Install-m (Twg-post) Ty 1 Ea 4.000 65 636 6001 Aluminum Signs (Ty a) Sf 9.000 66 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 43.000 67 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 5.000 68 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 1.000 69 644 6033 in Sm Rd Sn Sup&am Tys80(1)sa(U) Ea 2.000 70 644 6076 Remove Sm Rd Sn Sup&am Ea 33.000 71 658 6013 Instl Del Assm (D-sw)sz (Brf)ctb Ea 3.000 72 658 6015 Instl Del Assm (D-sw)sz (Brf)gf1 Ea 46.000 73 658 6047 Instl Om Assm (Om-2y)(Wc)gnd Ea 26.000 74 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 31,902.000 75 662 6032 Wk Zn Pav Mrk Non-remov (Y)4"(Brk) Lf 3,578.000 76 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 32,237.000 77 662 6056 Wk Zn Pav Mrk Remov (Traf Btn) Ty W Ea 3,720.000 78 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 4,965.000 79 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 1,965.000 80 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 221.000 81 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 30.000 82 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 12.000 83 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 7,810.000 84 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 30,891.000 85 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 1,965.000 86 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 221.000 87 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 30.000 88 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 12.000 89 666 6205 Refl Pav Mrk Ty Ii (Y) 4" (Brk) Lf 5,860.000 90 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 34,589.000 91 666 6300 Re Pm W/ret Req Ty I (W)4"(Brk)(100mil) Lf 7,810.000 92 666 6312 Re Pm W/ret Req Ty I (Y)4"(Brk)(100mil) Lf 5,860.000 93 666 6342 Ref Prof Pav Mrk Ty I(W)4"(Sld)(100mil) Lf 30,891.000 94 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 34,589.000 95 672 6007 Refl Pav Mrkr Ty I-c Ea 490.000 96 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,089.000 97 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 92,075.000 98 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 940.000 99 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 220.000 100 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 5.000 101 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 5.000 102 685 6004 Instl Rdsd Flsh Bcn Assm (Solar Pwrd) Ea 1.000 103 685 6006 Remov Rdsd Flsh Bcn Am (Solar Pwrd) Ea 1.000 104 1009 6002 Reloc Monument Sign and Decorative Rock Ls 1.000 105 3076 6001 D-gr Hma Ty-b Pg64-22 Ton 10,725.000 106 3076 6051 D-gr Hma Ty-d Pg76-22 (Level-up) Ton 44.100 107 3076 6072 D-gr Hma Ty-d Pg 76-22 (Exempt) Ton 3,583.000 108 3084 6001 Bonding Course Gal 6,927.000 109 3085 6001 Underseal Course Gal 24,851.000 110 6001 6002 Portable Changeable Message Sign Ea 4.000 111 6185 6002 Tma (Stationary) Day 60.000 112 6185 6003 Tma (Mobile Operation) Hr 150.000 113 7251 6001 Subsurface Util Locate (Outside Rdbed) Ea 14.000 114

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.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents