Similar Projects
Last Updated | 03/06/2020 03:40 AM |
Project Title | Provide Super 2 Passing Lanes |
Physical Address | View project details and contacts |
City, State (County) | TX (Hays County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $17,743,517 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 100 6002 Preparing Row Sta 511.000 1 104 6009 Removing Conc (Riprap) Sy 1,635.000 2 105 6076 Remov Stab Base And Asph Pav (2"-15") Sy 21,031.000 3 110 6001 Excavation (Roadway) Cy 29,862.000 4 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 30,767.000 5 160 6003 Furnishing And Placing Topsoil (4") Sy 108,236.000 6 164 6036 Drill Seeding (Perm) (Rural) (Clay) Ac 22.370 7 168 6001 Vegetative Watering Mg 1,822.000 8 169 6005 Soil Retention Blankets (Cl 2) (Ty e) Sy 10.000 9 169 6008 Soil Retention Blankets (Cl 2) (Ty h) Sy 38.000 10 216 6001 Proof Rolling Hr 20.000 11 247 6366 Fl Bs (Cmp In Plc)(Ty a Gr 5)(Fnal Pos) Cy 47,504.000 12 260 6027 Lime Trt (Exst Matl)(8") Sy 162,357.000 13 260 6043 Lime (Hyd, Com Or Qk)(Slurry) Ton 3,213.000 14 310 6001 Prime Coat (Multi Option) Gal 24,410.000 15 341 6022 d-Gr Hma Ty-c Pg64-22 Ton 44,763.000 16 341 6049 d-Gr Hma Ty-d Pg76-22 Ton 32,498.000 17 347 6001 Tom (Asphalt) Pg 76-22 Ton 984.000 18 347 6006 Tom - c (Aggregate) Sac - b Ton 13,389.000 19 351 6002 Flexible Pavement Structure Repair(6") Sy 14,000.000 20 354 6002 Plan & Text Asph Conc Pav(0" To 2") Sy 122,136.000 21 400 6005 Cem Stabil Bkfl Cy 10.200 22 401 6001 Flowable Backfill Cy 10.000 23 403 6001 Temporary Spl Shoring Sf 2,938.000 24 407 6001 Sheet Piling (Pz - 27) Sf 9,368.000 25 416 6002 Drill Shaft (24 In) Lf 216.000 26 420 6001 Cl a Conc (Seal) Cy 9,368.000 27 420 6019 Cl c Conc (Abut)(Extend) Cy 9.200 28 420 6064 Cl c Conc (Coping) Cy 22.800 29 420 6066 Cl c Conc (Rail Foundation) Cy 63.500 30 422 6035 Approach Slab (Extend) Cy 16.100 31 422 6039 Reinf Conc Slab (Slab Beam)(Ext Slab) Sf 602.000 32 425 6012 Prestr Conc Slab Beam (5sb15) Lf 99.000 33 432 6002 Riprap (Conc)(5 In) Cy 1,660.000 34 432 6045 Riprap (Mow Strip)(4 In) Cy 740.000 35 450 6016 Rail (Ty t552) Lf 248.000 36 460 6002 Cmp (Gal Stl 18 In) Lf 16.000 37 460 6003 Cmp (Gal Stl 24 In) Lf 28.000 38 462 6045 Conc Box Culv (3 Ft x 2 Ft)(Extend) Lf 75.000 39 462 6047 Conc Box Culv (4 Ft x 2 Ft)(Extend) Lf 14.000 40 462 6048 Conc Box Culv (4 Ft x 3 Ft)(Extend) Lf 34.000 41 462 6051 Conc Box Culv (5 Ft x 3 Ft)(Extend) Lf 17.000 42 462 6055 Conc Box Culv (6 Ft x 4 Ft)(Extend) Lf 49.000 43 462 6057 Conc Box Culv (6 Ft x 6 Ft)(Extend) Lf 72.000 44 462 6059 Conc Box Culv (7 Ft x 4 Ft)(Extend) Lf 60.000 45 462 6116 Conc Box Culv (10 Ft x 3 Ft)(Extend) Lf 53.000 46 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 866.000 47 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 344.000 48 464 6030 Rc Pipe (Arch)(Cl Iii)(Des 1) Lf 893.000 49 464 6032 Rc Pipe (Arch)(Cl Iii)(Des 3) Lf 226.000 50 464 6033 Rc Pipe (Arch)(Cl Iii)(Des 4) Lf 28.000 51 465 6012 Jctbox(Compl)(Pjb)(8ftx8ft) Ea 1.000 52 465 6139 Inlet (Compl)(Psl)(Fg)(5ftx6ft-3ftx5ft) Ea 1.000 53 466 6151 Wingwall (Fw - 0) (Hw=4 Ft) Ea 2.000 54 466 6172 Wingwall (Pw - 1) (Hw=11 Ft) Ea 1.000 55 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 1.000 56 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 1.000 57 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 3.000 58 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 5.000 59 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 4.000 60 466 6184 Wingwall (Pw - 1) (Hw=9 Ft) Ea 1.000 61 466 6192 Wingwall (Pw - 2) (Hw=3 Ft) Ea 1.000 62 466 6193 Wingwall (Pw - 2) (Hw=4 Ft) Ea 1.000 63 466 6206 Wingwall (Sw - 0) (Hw=3 Ft) Ea 1.000 64 466 6207 Wingwall (Sw - 0) (Hw=4 Ft) Ea 1.000 65 467 6105 Set (Ty i)(s=3 Ft)(Hw=3ft)(3:1)(c) Ea 4.000 66 467 6348 Set (Ty Ii) (18 In) (Cmp) (6: 1) (p) Ea 4.000 67 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 38.000 68 467 6375 Set (Ty Ii) (24 In) (Cmp) (3: 1) (c) Ea 1.000 69 467 6380 Set (Ty Ii) (24 In) (Cmp) (6: 1) (p) Ea 5.000 70 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 21.000 71 467 6519 Set (Ty Ii) (Des 1) (Rcp) (6: 1) (p) Ea 47.000 72 467 6545 Set (Ty Ii) (Des 3) (Rcp) (6: 1) (p) Ea 12.000 73 467 6555 Set (Ty Ii) (Des 4) (Rcp) (6: 1) (p) Ea 4.000 74 496 6002 Remov Str (Inlet) Ea 1.000 75 496 6004 Remov Str (Set) Ea 33.000 76 496 6005 Remov Str (Wingwall) Ea 25.000 77 496 6006 Remov Str (Headwall) Ea 2.000 78 496 6007 Remov Str (Pipe) Lf 1,959.000 79 496 6013 Remov Str (Bridge Slab) Ea 2.000 80 500 6001 Mobilization Ls 1.000 81 502 6001 Barricades, Signs And Traffic Handling Mo 27.000 82 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 1,404.000 83 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 204.000 84 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 90.000 85 506 6011 Rock Filter Dams (Remove) Lf 1,698.000 86 506 6038 Temp Sedmt Cont Fence (Install) Lf 39,704.000 87 506 6039 Temp Sedmt Cont Fence (Remove) Lf 39,704.000 88 512 6005 Port Ctb (Fur & Inst)(f-Shape)(Ty 1) Lf 1,080.000 89 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 540.000 90 512 6053 Port Ctb (Remove)(f-Shape)(Ty 1) Lf 1,080.000 91 530 6005 Driveways (Acp) Sy 9,586.000 92 530 6017 Driveways (Conc) (Hes) Sy 158.000 93 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 11,025.000 94 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 250.000 95 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 3.000 96 540 6016 Downstream Anchor Terminal Section Ea 10.000 97 542 6001 Remove Metal Beam Guard Fence Lf 5,968.000 98 544 6003 Guardrail End Treatment (Remove) Ea 28.000 99 544 6005 Gdrail End Trt(Inst)(Wood Post)(Ty Ii) Ea 61.000 100 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 101 545 6005 Crash Cush Atten (Remove) Ea 2.000 102 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 2.000 103 560 6004 Mailbox Install-s (Twg-Post) Ty 2 Ea 31.000 104 560 6005 Mailbox Install-d (Twg-Post) Ty 2 Ea 10.000 105 560 6006 Mailbox Install-m (Twg-Post) Ty 2 Ea 7.000 106 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 41.000 107 644 6002 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p-Bm) Ea 1.000 108 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 20.000 109 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 8.000 110 644 6037 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Wc) Ea 1.000 111 644 6076 Remove Sm Rd Sn Sup&Am Ea 19.000 112 658 6001 Instl Del Assm (d-Sw)Sz 1(Flx)Gnd Ea 6.000 113 658 6014 Instl Del Assm (d-Sw)Sz (Brf)Ctb (Bi) Ea 4.000 114 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 15.000 115 658 6051 Instl Om Assm (Om-3l)(Flx)Srf Ea 29.000 116 658 6054 Instl Om Assm (Om-3r)(Flx)Srf Ea 38.000 117 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 206.000 118 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 130,784.000 119 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 228,784.000 120 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-a-a Ea 2,424.000 121 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 4,838.000 122 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 9,064.000 123 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 1,000.000 124 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 1,000.000 125 662 6113 Wk Zn Pav Mrk Sht Term Rmv (y)(4") Lf 181,030.000 126 666 6006 Refl Pav Mrk Ty i (w)4"(Dot)(100mil) Lf 1,335.000 127 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 1,099.000 128 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 8.000 129 666 6072 Refl Pav Mrk Ty i(w)(Lndp Arw)(100mil) Ea 8.000 130 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 8.000 131 666 6138 Refl Pav Mrk Ty i (y)8"(Sld)(100mil) Lf 225.000 132 666 6283 Ref Prof Pav Mrk Ty i(w)4"(Sld)(090mil) Lf 104,426.000 133 666 6287 Ref Prof Pav Mrk Ty i(y)4"(Sld)(090mil) Lf 121,984.000 134 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 4,442.000 135 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 72.000 136 672 6007 Refl Pav Mrkr Ty i-c Ea 274.000 137 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 2,627.000 138 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 8,311.000 139 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 90.000 140 678 6001 Pav Surf Prep For Mrk (4") Lf 232,187.000 141 678 6004 Pav Surf Prep For Mrk (8") Lf 1,099.000 142 678 6008 Pav Surf Prep For Mrk (24") Lf 72.000 143 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 16.000 144 678 6016 Pav Surf Prep For Mrk (Word) Ea 8.000 145 6001 6001 Portable Changeable Message Sign Day 100.000 146 6185 6001 Tma (Stationary) Ea 3.000 147 6185 6002 Tma (Stationary) Day 100.000 148 |
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