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Last Updated | 02/05/2021 06:55 AM |
Project Title | Adding Shoulders with no Added Capacity |
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 | $8,742,666 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 100 6002 Preparing Row Sta 355.000 1 104 6010 Removing Conc (Riprap) Cy 35.000 2 104 6028 Removing Conc (Misc) Sy 63.000 3 104 6044 Removing Conc (Flume) Sy 113.000 4 105 6058 Removing Stab Base & Asph Pav (10"-12") Sy 90,336.000 5 110 6001 Excavation (Roadway) Cy 14,365.000 6 132 6005 Embankment (Final)(Ord Comp)(Ty C) Cy 16,183.000 7 160 6003 Furnishing and Placing Topsoil (4") Sy 113,731.000 8 164 6009 Broadcast Seed (Temp) (Warm) Sy 56,869.000 9 164 6011 Broadcast Seed (Temp) (Cool) Sy 56,869.000 10 164 6023 Cell Fbr Mlch Seed(Perm)(Rural)(Clay) Sy 113,731.000 11 168 6001 Vegetative Watering Mg 1,918.000 12 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 56,869.000 13 247 6391 Fl Bs (Rdwy Del)(Ty a Gr 5) Ton 75,480.000 14 275 6001 Cement Ton 5,569.500 15 275 6009 Cement Treat (New Base) (8") Sy 120,802.000 16 275 6014 Cement Treat (Mx Exst Mtl & Nw Bs)(8") Sy 141,502.000 17 316 6005 Asph (Tier Ii) Gal 62,817.000 18 316 6029 Asph (Rc-250) Gal 30,199.000 19 316 6240 Aggr(Ty-pd Gr-4 Sac-b) Cy 2,025.000 20 316 6242 Aggr(Ty-pd Gr-5 Sac-b) Cy 1,008.000 21 340 6242 D-gr Hma(Sq)ty-b or D Pg64-22(Lvl-up) Ton 11.000 22 401 6001 Flowable Backfill Cy 86.000 23 403 6001 Temporary Spl Shoring Sf 2,458.000 24 420 6012 Cl B Conc (Misc) Cy 54.000 25 420 6054 Cl C Conc (Headwall) Cy 45.300 26 420 6074 Cl C Conc (Misc) Cy 46.000 27 432 6002 Riprap (Conc)(5 in) Cy 43.000 28 432 6033 Riprap (Stone Protection)(18 in) Cy 505.000 29 432 6045 Riprap (Mow Strip)(4 in) Cy 415.000 30 451 6024 Retrofit Rail (Ty Sstr) Lf 594.000 31 462 6051 Conc Box Culv (5 Ft X 3 Ft)(Extend) Lf 8.000 32 462 6053 Conc Box Culv (5 Ft X 5 Ft)(Extend) Lf 8.000 33 462 6057 Conc Box Culv (6 Ft X 6 Ft)(Extend) Lf 16.000 34 462 6060 Conc Box Culv (7 Ft X 5 Ft)(Extend) Lf 8.000 35 462 6062 Conc Box Culv (7 Ft X 7 Ft)(Extend) Lf 16.000 36 462 6067 Conc Box Culv (8 Ft X 8 Ft)(Extend) Lf 82.000 37 462 6072 Conc Box Culv (9 Ft X 9 Ft)(Extend) Lf 112.000 38 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 2,024.000 39 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 184.000 40 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 272.000 41 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 26.000 42 464 6010 Rc Pipe (Cl Iii)(48 in) Lf 22.000 43 464 6030 Rc Pipe (Arch)(Cl Iii)(Des 1) Lf 204.000 44 464 6031 Rc Pipe (Arch)(Cl Iii)(Des 2) Lf 56.000 45 464 6032 Rc Pipe (Arch)(Cl Iii)(Des 3) Lf 104.000 46 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 in) Ea 5.000 47 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 in) Ea 2.000 48 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 in) Ea 2.000 49 466 6132 Headwall (Ch - Pw - S) (Dia= 30 in) Ea 1.000 50 466 6134 Headwall (Ch - Pw - S) (Dia= 36 in) Ea 2.000 51 466 6171 Wingwall (Pw - 1) (Hw=10 Ft) Ea 2.000 52 466 6172 Wingwall (Pw - 1) (Hw=11 Ft) Ea 2.000 53 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 1.000 54 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 5.000 55 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 1.000 56 467 6006 Set (Ty I) (24 in) (4: 1) (C) Ea 1.000 57 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 92.000 58 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 12.000 59 467 6423 Set (Ty Ii) (30 in) (Rcp) (6: 1) (P) Ea 20.000 60 467 6519 Set (Ty Ii) (Des 1) (Rcp) (6: 1) (P) Ea 8.000 61 467 6531 Set (Ty Ii) (Des 2) (Rcp) (6: 1) (P) Ea 4.000 62 467 6545 Set (Ty Ii) (Des 3) (Rcp) (6: 1) (P) Ea 6.000 63 496 6004 Remov Str (Set) Ea 151.000 64 496 6007 Remov Str (Pipe) Lf 2,846.000 65 500 6001 Mobilization Ls 1.000 66 502 6001 Barricades, Signs and Traffic Handling Mo 26.000 67 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 350.000 68 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 200.000 69 506 6011 Rock Filter Dams (Remove) Lf 550.000 70 506 6038 Temp Sedmt Cont Fence (Install) Lf 22,355.000 71 506 6039 Temp Sedmt Cont Fence (Remove) Lf 22,355.000 72 508 6001 Constructing Detours Sy 1.000 73 512 6005 Port Ctb (Fur & Inst)(F-shape)(Ty 1) Lf 1,080.000 74 512 6053 Port Ctb (Remove)(F-shape)(Ty 1) Lf 1,080.000 75 530 6004 Driveways (Conc) Sy 88.000 76 530 6006 Driveways (Surf Treat) Sy 6,206.000 77 530 6009 Turnouts (Surf Treat) Sy 352.000 78 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 8,043.000 79 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 4.000 80 540 6017 Mtl Bm Gd Fen (Long Span System) Lf 168.000 81 540 6020 Mtl W - Beam Gd Fen (Low Fill Culvert) Lf 1.000 82 542 6001 Remove Metal Beam Guard Fence Lf 850.000 83 542 6002 Remove Terminal Anchor Section Ea 1.000 84 542 6003 Remove Downstream Anchor Terminal Ea 3.000 85 544 6001 Guardrail End Treatment (Install) Ea 52.000 86 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 87 545 6005 Crash Cush Atten (Remove) Ea 2.000 88 545 6013 Crash Cush Atten (Instl)(R)(N)(Tl3) Ea 2.000 89 560 6004 Mailbox Install-s (Twg-post) Ty 2 Ea 14.000 90 560 6005 Mailbox Install-d (Twg-post) Ty 2 Ea 4.000 91 560 6006 Mailbox Install-m (Twg-post) Ty 2 Ea 6.000 92 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 80.000 93 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 13.000 94 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 2.000 95 644 6076 Remove Sm Rd Sn Sup&am Ea 87.000 96 658 6047 Instl Om Assm (Om-2y)(Wc)gnd Ea 25.000 97 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 164.000 98 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 10,000.000 99 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 727.000 100 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 158.000 101 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 6.000 102 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 5.000 103 666 6102 Ref Pav Mrk Ty I(W)36"(Yld Tri)(100mil) Ea 5.000 104 666 6141 Refl Pav Mrk Ty I (Y)12"(Sld)(100mil) Lf 622.000 105 666 6342 Ref Prof Pav Mrk Ty I(W)4"(Sld)(100mil) Lf 70,360.000 106 666 6344 Ref Prof Pav Mrk Ty I(Y)4"(Brk)(100mil) Lf 2,990.000 107 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 56,549.000 108 672 6007 Refl Pav Mrkr Ty I-c Ea 30.000 109 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,092.000 110 6185 6002 Tma (Stationary) Day 250.000 111 6185 6003 Tma (Mobile Operation) Hr 200.000 112 |
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