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Last Updated | 02/06/2019 04:39 AM |
Project Title | Surface and Pavement Markings |
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 | $6,313,629 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 104 6015 Removing Conc (Sidewalks) Sy 163.000 1 150 6001 Blading Sta 97.000 2 341 6064 d-Gr Hma Ty-d Pg 70-22 (Level-Up) Ton 5,995.000 3 344 6048 Superpave Mixtures Sp-c Sac-b Pg70-22 Ton 11,988.000 4 344 6120 Superpave Mixtures Sp-d Sac-b Pg70-22 Ton 23,894.000 5 351 6004 Flexible Pavement Structure Repair(8") Sy 9,333.000 6 354 6045 Plane Asph Conc Pav (2") Sy 108,957.000 7 354 6048 Plane Asph Conc Pav (3") Sy 144,792.000 8 416 6030 Drill Shaft (Trf Sig Pole) (24 In) Lf 108.300 9 420 6074 Cl c Conc (Misc) Cy 263.000 10 432 6045 Riprap (Mow Strip)(4 In) Cy 114.000 11 500 6001 Mobilization Ls 1.000 12 502 6001 Barricades, Signs And Traffic Handling Mo 12.000 13 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 2,550.000 14 512 6107 Port Ctb (Furn & Inst)(Tl-3 Lpcb) Lf 7,540.000 15 514 6651 Perm Ctb (Tran f-Shape To Tl-3 Lpcb) Lf 1,840.000 16 531 6001 Conc Sidewalks (4") Sy 163.000 17 531 6005 Curb Ramps (Ty 2) Ea 4.000 18 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 4,430.000 19 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 5.000 20 540 6016 Downstream Anchor Terminal Section Ea 11.000 21 542 6001 Remove Metal Beam Guard Fence Lf 13,180.000 22 542 6002 Remove Terminal Anchor Section Ea 13.000 23 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 4.000 24 544 6001 Guardrail End Treatment (Install) Ea 13.000 25 544 6003 Guardrail End Treatment (Remove) Ea 8.000 26 545 6001 Crash Cush Atten (Instl) Ea 1.000 27 545 6005 Crash Cush Atten (Remove) Ea 1.000 28 618 6046 Condt (Pvc) (Sch 80) (2") Lf 630.000 29 620 6007 Elec Condr (No.8) Bare Lf 1,677.000 30 636 6007 Replace Existing Aluminum Signs(Ty a) Sf 248.990 31 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 9.000 32 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 2.000 33 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 4.000 34 644 6076 Remove Sm Rd Sn Sup&Am Ea 7.000 35 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 5.000 36 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 8.000 37 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 36.000 38 658 6064 Instl Del Assm (d-Sy)Sz 1(Brf)Gf2 Ea 36.000 39 658 6071 Instl Del Assm (d-Sy)Sz (Brf)Ctb (Bi) Ea 37.000 40 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 6,776.000 41 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 3,017.000 42 666 6006 Refl Pav Mrk Ty i (w)4"(Dot)(100mil) Lf 320.000 43 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 7,194.000 44 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 5,076.000 45 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 68.000 46 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 34.000 47 666 6102 Ref Pav Mrk Ty i(w)36"(Yld Tri)(100mil) Ea 8.000 48 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 20,830.000 49 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 26,342.000 50 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 4,640.000 51 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 56,161.000 52 672 6007 Refl Pav Mrkr Ty i-c Ea 1,016.000 53 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,056.000 54 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 598.000 55 678 6001 Pav Surf Prep For Mrk (4") Lf 108,293.000 56 678 6004 Pav Surf Prep For Mrk (8") Lf 7,194.000 57 678 6008 Pav Surf Prep For Mrk (24") Lf 5,076.000 58 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 68.000 59 678 6016 Pav Surf Prep For Mrk (Word) Ea 34.000 60 678 6023 Pav Surf Prep For Mrk (36")(Yld Tri) Ea 8.000 61 678 6033 Pav Surf Prep For Mrk (Rpm) Ea 2,670.000 62 684 6035 Trf Sig Cbl (Ty a)(14 Awg)(9 Condr) Lf 8,934.000 63 684 6080 Trf Sig Cbl (Ty c)(14 Awg)(2 Condr) Lf 8,751.000 64 687 6001 Ped Pole Assembly Ea 19.000 65 687 6006 Remove Ped Push Button Post Assem Ea 1.000 66 688 6001 Ped Detect Push Button (Aps) Ea 58.000 67 688 6003 Ped Detector Controller Unit Ea 8.000 68 690 6009 Removal Of Cables Lf 17,685.000 69 690 6030 Removal Of Pedestrian Push Buttons Ea 58.000 70 1 3002 6001 Membrane Underseal Gal 63,442.000 71 6185 6002 Tma (Stationary) Day 255.000 72 1a 316 6224 Aggr(Ty-Pb Gr-4 Sac-b) Cy 1,207.000 73 1a 316 6409 Aggr (Ty-b Gr-4) Cy 911.000 74 1a 316 6410 Asph(Ac-15p,Ac-20-5tr,Ac-20xp,Ac10-2tr) Gal 76,128.000 75 | ||
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