Similar Projects
| Last Updated | 02/06/2019 02:32 AM |
| Project Title | Grad, Bse, Str,Surf, Pavt Mrk, Sign |
| Physical Address | View project details and contacts |
| City, State (County) | TX (Bexar County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Highway Signs/Guardrails/Barriers |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $22,108,303 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | 100 6001 Preparing Row Ac 3.690 1 100 6002 Preparing Row Sta 161.000 2 110 6001 Excavation (Roadway) Cy 154,580.000 3 110 6002 Excavation (Channel) Cy 720.000 4 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 80,204.000 5 132 6005 Embankment (Final)(Ord Comp)(Ty c) Cy 125,266.000 6 161 6017 Compost Manuf Topsoil (4") Sy 241,529.000 7 162 6003 Straw Or Hay Mulch Sy 241,529.000 8 164 6039 Drill Seeding (Perm) (Urban) (Clay) Sy 241,529.000 9 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 241,529.000 10 168 6001 Vegetative Watering Mg 3,767.900 11 169 6008 Soil Retention Blankets (Cl 2) (Ty h) Sy 647.000 12 216 6001 Proof Rolling Hr 41.000 13 247 6053 Fl Bs (Cmp In Plc)(Tyd Gr1-2)(Fnal Pos) Cy 46,043.000 14 310 6027 Prime Coat(Mc-30 Or Ae-p) Gal 48,231.000 15 341 6008 d-Gr Hma Ty-b Pg64-22 Ton 64,825.000 16 341 6028 d-Gr Hma Ty-c Pg70-22 Ton 16,688.000 17 344 6120 Superpave Mixtures Sp-d Sac-b Pg70-22 Ton 18,233.000 18 354 6002 Plan & Text Asph Conc Pav(0" To 2") Sy 262.000 19 354 6065 Plane Asph Conc Pav (3 1/2") Sy 1,542.000 20 400 6005 Cem Stabil Bkfl Cy 609.000 21 400 6006 Cut & Restoring Pav Sy 12.000 22 401 6001 Flowable Backfill Cy 949.000 23 402 6001 Trench Excavation Protection Lf 1,524.000 24 416 6001 Drill Shaft (18 In) Lf 236.000 25 416 6004 Drill Shaft (36 In) Lf 1,133.000 26 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 104.000 27 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 79.200 28 420 6013 Cl c Conc (Abut) Cy 170.600 29 420 6025 Cl c Conc (Bent) Cy 54.800 30 422 6001 Reinf Conc Slab Sf 17,880.000 31 422 6003 Reinf Conc Slab (Extend Slab) Sf 293.000 32 422 6015 Approach Slab Cy 309.600 33 423 6003 Retaining Wall (Temp Wall) Sf 1,554.000 34 425 6036 Prestr Conc Girder (Tx34) Lf 1,192.500 35 425 6037 Prestr Conc Girder (Tx40) Lf 984.500 36 429 6003 Conc Str Repair(Deck Rep(Part Depth)) Sf 50.000 37 432 6001 Riprap (Conc)(4 In) Cy 227.000 38 432 6002 Riprap (Conc)(5 In) Cy 85.000 39 432 6022 Riprap (Stone Common)(Dry)(6 In) Cy 110.000 40 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 286.000 41 432 6036 Riprap (Stone Protection)(30 In) Cy 49.000 42 432 6045 Riprap (Mow Strip)(4 In) Cy 729.000 43 450 6006 Rail (Ty t223) Lf 996.000 44 451 6007 Retrofit Rail (Ty t223) Lf 516.000 45 454 6001 Sealed Expansion Joint (4 In) (Sej - a) Lf 264.000 46 454 6003 Armor Joint Lf 95.000 47 459 6007 Gabion Mattresses (Galv)(12 In) Sy 440.000 48 459 6009 Gabions (3` x 3`)(Galv) Cy 112.000 49 462 6003 Conc Box Culv (4 Ft x 2 Ft) Lf 496.000 50 462 6004 Conc Box Culv (4 Ft x 3 Ft) Lf 189.000 51 462 6011 Conc Box Culv (6 Ft x 4 Ft) Lf 344.000 52 462 6015 Conc Box Culv (7 Ft x 4 Ft) Lf 540.000 53 462 6019 Conc Box Culv (8 Ft x 4 Ft) Lf 184.000 54 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 937.000 55 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 15.000 56 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 5.000 57 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 2.000 58 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 2.000 59 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 3.000 60 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 1.000 61 467 6134 Set (Ty i)(s= 4 Ft)(Hw= 2 Ft)(6:1) (p) Ea 16.000 62 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 26.000 63 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 1.000 64 476 6014 Jack Bor Or Tun Pipe(24 In)(Rc)(Cl Iv) Lf 100.000 65 496 6099 Remove Str (Rail) Lf 516.000 66 500 6001 Mobilization Ls 1.000 67 502 6001 Barricades, Signs And Traffic Handling Mo 24.000 68 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 1,311.000 69 506 6011 Rock Filter Dams (Remove) Lf 1,311.000 70 506 6020 Construction Exits (Install) (Ty 1) Sy 312.000 71 506 6024 Construction Exits (Remove) Sy 312.000 72 506 6034 Construction Perimeter Fence Lf 2,330.000 73 506 6038 Temp Sedmt Cont Fence (Install) Lf 1,561.000 74 506 6039 Temp Sedmt Cont Fence (Remove) Lf 1,561.000 75 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 4,050.000 76 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 4,050.000 77 508 6001 Constructing Detours Sy 6,479.000 78 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 10,710.000 79 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 2,370.000 80 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 10,710.000 81 529 6024 Conc Curb (Mountable) Lf 1,323.000 82 530 6004 Driveways (Conc) Sy 656.000 83 530 6005 Driveways (Acp) Sy 3,104.000 84 533 6003 Rumble Strips (Shoulder) Asphalt Lf 30,427.000 85 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 3,525.000 86 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 16.000 87 540 6016 Downstream Anchor Terminal Section Ea 6.000 88 542 6001 Remove Metal Beam Guard Fence Lf 1,425.000 89 542 6002 Remove Terminal Anchor Section Ea 5.000 90 543 6002 Cable Barrier System (Tl-4) Lf 11,074.000 91 543 6020 Cable Barrier Terminal Section (Tl-4) Ea 10.000 92 544 6001 Guardrail End Treatment (Install) Ea 21.000 93 544 6003 Guardrail End Treatment (Remove) Ea 5.000 94 545 6001 Crash Cush Atten (Instl) Ea 23.000 95 545 6003 Crash Cush Atten (Move & Reset) Ea 14.000 96 545 6005 Crash Cush Atten (Remove) Ea 23.000 97 552 6001 Wire Fence (Ty a) Lf 84.000 98 552 6005 Gate (Ty 1) Ea 7.000 99 610 6286 In Rd Il (Ty Sa) 50t-8 (400w Eq) Led Ea 13.000 100 618 6023 Condt (Pvc) (Sch 40) (2") Lf 7,305.000 101 618 6046 Condt (Pvc) (Sch 80) (2") Lf 90.000 102 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 835.000 103 618 6053 Condt (Pvc) (Sch 80) (3") Lf 90.000 104 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 72.000 105 620 6007 Elec Condr (No.8) Bare Lf 7,833.000 106 620 6008 Elec Condr (No.8) Insulated Lf 15,666.000 107 620 6009 Elec Condr (No.6) Bare Lf 432.000 108 621 6005 Tray Cable (4 Condr) (12 Awg) Lf 1,386.000 109 624 6009 Ground Box Ty d (162922) Ea 19.000 110 624 6010 Ground Box Ty d (162922)w/Apron Ea 2.000 111 625 6002 Zinc-Coat Stl Wire Strand (3/16") Lf 322.000 112 625 6004 Zinc-Coat Stl Wire Strand (5/16") Lf 322.000 113 628 6049 Elc Srv Ty a 240/480 060(Ns)Ss(t)Sp(o) Ea 3.000 114 628 6167 Elc Srv Ty d 120/240 070(Ns)Al(e)Tp(o) Ea 1.000 115 636 6002 Aluminum Signs (Ty g) Sf 224.000 116 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 26.000 117 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 48.000 118 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 3.000 119 644 6008 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u-Exal) Ea 1.000 120 644 6009 In Sm Rd Sn Sup&Am Ty10bwg(1)Sb(p) Ea 2.000 121 644 6012 In Sm Rd Sn Sup&Am Ty10bwg(1)Sb(t) Ea 6.000 122 644 6017 In Sm Rd Sn Sup&Am Ty10bwg(2)Sa(p) Ea 7.000 123 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 1.000 124 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 8.000 125 644 6035 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-2ext) Ea 1.000 126 644 6042 In Sm Rd Sn Sup&Am Tys80(1)Sb(t) Ea 2.000 127 644 6054 In Sm Rd Sn Sup&Am Tys80(2)Sb(p-Exal) Ea 7.000 128 644 6076 Remove Sm Rd Sn Sup&Am Ea 27.000 129 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 14.000 130 658 6015 Instl Del Assm (d-Sw)Sz (Brf)Gf1 Ea 54.000 131 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 14.000 132 658 6028 Instl Del Assm (d-Sy)Sz (Brf)Gf1 Ea 21.000 133 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 56.000 134 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 2,609.000 135 662 6002 Wk Zn Pav Mrk Non-Remov (w)4"(Dot) Lf 590.000 136 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 41,462.000 137 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 5,937.000 138 662 6016 Wk Zn Pav Mrk Non-Remov (w)24"(Sld) Lf 194.000 139 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 43,925.000 140 662 6052 Wk Zn Pav Mrk Remov (Refl) Ty Ii-c-r Ea 53.000 141 666 6030 Refl Pav Mrk Ty i (w)8"(Dot)(100mil) Lf 158.000 142 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 11,900.000 143 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 1,113.000 144 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 10.000 145 666 6063 Refl Pav Mrk Ty i(w)(Uturn Arw)(100mil) Ea 8.000 146 666 6066 Refl Pav Mrk Ty i(w)(u-Lt Arw)(100 Mil) Ea 4.000 147 666 6069 Refl Pav Mrk Ty i(w)(u-St Arw)(100mil) Ea 2.000 148 666 6072 Refl Pav Mrk Ty i(w)(Lndp Arw)(100mil) Ea 18.000 149 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 18.000 150 666 6099 Ref Pav Mrk Ty i(w)18"(Yld Tri)(100mil) Ea 33.000 151 666 6138 Refl Pav Mrk Ty i (y)8"(Sld)(100mil) Lf 272.000 152 666 6156 Refl Pav Mrk Ty i(y)(Med Nose)(100mil) Ea 1.000 153 666 6171 Refl Pav Mrk Ty Ii (w) 6" (Brk) Lf 8,685.000 154 666 6174 Refl Pav Mrk Ty Ii (w) 6" (Sld) Lf 32,630.000 155 666 6176 Refl Pav Mrk Ty Ii (w) 8" (Dot) Lf 158.000 156 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 11,900.000 157 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 1,113.000 158 666 6184 Refl Pav Mrk Ty Ii (w) (Arrow) Ea 10.000 159 666 6187 Refl Pav Mrk Ty Ii (w) (Uturn Arrow) Ea 8.000 160 666 6188 Refl Pav Mrk Ty Ii (w) (u-Lt Arr) Ea 4.000 161 666 6189 Refl Pav Mrk Ty Ii (w) (u-St Arw) Ea 2.000 162 666 6190 Refl Pav Mrk Ty Ii (w) (Lndp Arw) Ea 18.000 163 666 6192 Refl Pav Mrk Ty Ii (w) (Word) Ea 18.000 164 666 6198 Refl Pav Mrk Ty Ii (w) 18" (Yld Tri) Ea 33.000 165 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 6,294.000 166 666 6210 Refl Pav Mrk Ty Ii (y) 6" (Sld) Lf 27,054.000 167 666 6211 Refl Pav Mrk Ty Ii (y) 8" (Sld) Lf 272.000 168 666 6217 Refl Pav Mrk Ty Ii (y) (Med Nose) Ea 1.000 169 666 6306 Re Pm w/Ret Req Ty i (w)6"(Brk)(100mil) Lf 8,685.000 170 666 6309 Re Pm w/Ret Req Ty i (w)6"(Sld)(100mil) Lf 32,630.000 171 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 6,294.000 172 666 6347 Ref Prof Pav Mrk Ty i(y)6"(Sld)(100mil) Lf 27,054.000 173 672 6007 Refl Pav Mrkr Ty i-c Ea 17.000 174 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 218.000 175 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 989.000 176 680 6001 Install Hwy Trf Sig (Flash Beacon) Ea 1.000 177 682 6003 Veh Sig Sec (12")Led(Yel) Ea 8.000 178 682 6005 Veh Sig Sec (12")Led(Red) Ea 16.000 179 684 6009 Trf Sig Cbl (Ty a)(12 Awg)(4 Condr) Lf 2,297.000 180 686 6007 Ins Trf Sig Pl Am (s)Str(Ty b) Ea 2.000 181 686 6008 Ins Trf Sig Pl Am (s)Str(Ty b)Lum Ea 4.000 182 730 6002 Full - Width Mowing Ac 128.000 183 734 6002 Litter Removal Cyc 24.000 184 1 3002 6001 Membrane Underseal Gal 41,512.000 185 5001 6002 Geogrid Base Reinforcement (Ty Ii) Sy 166,062.000 186 6185 6002 Tma (Stationary) Day 27.000 187 7190 6005 San Swr Bypass Pumping Ls 1.000 188 7190 6008 San Swr Manhole (Extra Depth) Lf 19.000 189 7190 6009 San Swr Flowable Backfill Cy 137.000 190 7190 6019 San Swr Install 4 Ft Dia Mh Ea 5.000 191 7190 6021 San Swr (Mh Rehab)(4ft Dia) Ea 1.000 192 7190 6024 Grout Abandonment Swr Main (10in) Lf 150.000 193 7190 6025 San Swr Install 10" Pvc Pipe Lf 906.000 194 7190 6026 San Swr Install 30" Casing Open Cut Lf 100.000 195 1a 316 6409 Aggr (Ty-b Gr-4) Cy 1,444.000 196 1a 316 6410 Asph(Ac-15p,Ac-20-5tr,Ac-20xp,Ac10-2tr) Gal 53,136.000 197 | ||||
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