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Last Updated 05/08/2020 07:24 AM
Project Title

Intersection Operational Improvements

Physical Address View project details and contacts
City, State (County) TX   (Bexar 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 $3,174,166
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 92.000 1 104 6017 Removing Conc (Driveways) Sy 117.000 2 104 6054 Removing Concrete(Mow Strip) Lf 706.000 3 106 6001 Obliterating Abandoned Road Sta 4.000 4 110 6001 Excavation (Roadway) Cy 11,677.000 5 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 6,643.000 6 150 6002 Blading Hr 8.000 7 162 6002 Block Sodding Sy 2,033.000 8 164 6009 Broadcast Seed (Temp) (Warm) Sy 37,925.000 9 168 6001 Vegetative Watering Mg 592.000 10 216 6001 Proof Rolling Hr 8.000 11 247 6475 Fl Bs (Cip)(Ty d Gr 1-2, Or 5)Final Pos Cy 833.000 12 316 6029 Asph (Rc-250) Gal 900.000 13 316 6409 Aggr (Ty-b Gr-4) Cy 27.000 14 354 6045 Plane Asph Conc Pav (2") Sy 25,696.000 15 354 6048 Plane Asph Conc Pav (3") Sy 24,361.000 16 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 79.000 17 432 6009 Riprap (Conc) (Cl b) (4") Cy 33.000 18 432 6045 Riprap (Mow Strip)(4 In) Cy 122.000 19 432 6053 Riprap (Conc) (Channel) (4in) Cy 20.000 20 459 6005 Gabion Mattresses (Galv)(6 In) Sy 496.000 21 460 6005 Cmp (Gal Stl 36 In) Lf 14.000 22 462 6001 Conc Box Culv (3 Ft x 2 Ft) Lf 34.000 23 462 6015 Conc Box Culv (7 Ft x 4 Ft) Lf 82.000 24 466 6117 Headwall (Ch - Pw - a - o) (Des=1) Ea 1.000 25 466 6154 Wingwall (Fw - 0) (Hw=7 Ft) Ea 1.000 26 466 6196 Wingwall (Pw - 2) (Hw=7 Ft) Ea 1.000 27 466 6207 Wingwall (Sw - 0) (Hw=4 Ft) Ea 1.000 28 467 6117 Set (Ty i)(s=3 Ft)(Hw= 5 Ft)(3:1)(c) Ea 1.000 29 467 6441 Set (Ty Ii) (36 In) (Cmp) (4: 1) (c) Ea 2.000 30 500 6001 Mobilization Ls 1.000 31 502 6001 Barricades, Signs And Traffic Handling Mo 20.000 32 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 361.000 33 506 6005 Rock Filter Dams (Install) (Ty 5) Lf 195.000 34 506 6011 Rock Filter Dams (Remove) Lf 556.000 35 506 6020 Construction Exits (Install) (Ty 1) Sy 1,489.000 36 506 6024 Construction Exits (Remove) Sy 1,489.000 37 506 6038 Temp Sedmt Cont Fence (Install) Lf 16,807.000 38 506 6039 Temp Sedmt Cont Fence (Remove) Lf 16,807.000 39 510 6001 One-Way Traf Cont (Flagger Cont) Hr 300.000 40 510 6002 One-Way Traf Cont (Pilot Car) Hr 675.000 41 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 2,930.000 42 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 1,485.000 43 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 3,530.000 44 530 6005 Driveways (Acp) Sy 311.000 45 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 2,846.000 46 542 6001 Remove Metal Beam Guard Fence Lf 1,996.000 47 542 6002 Remove Terminal Anchor Section Ea 4.000 48 544 6001 Guardrail End Treatment (Install) Ea 18.000 49 544 6003 Guardrail End Treatment (Remove) Ea 8.000 50 545 6003 Crash Cush Atten (Move & Reset) Ea 8.000 51 545 6005 Crash Cush Atten (Remove) Ea 8.000 52 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 8.000 53 560 6001 Mailbox Install-s (Twg-Post) Ty 1 Ea 1.000 54 560 6011 Mailbox Install-s (Tww-Post) Ty 4 Ea 1.000 55 618 6023 Condt (Pvc) (Sch 40) (2") Lf 20.000 56 618 6046 Condt (Pvc) (Sch 80) (2") Lf 58.000 57 618 6053 Condt (Pvc) (Sch 80) (3") Lf 116.000 58 620 6009 Elec Condr (No.6) Bare Lf 937.000 59 620 6010 Elec Condr (No.6) Insulated Lf 80.000 60 621 6002 Tray Cable (3 Condr) (12 Awg) Lf 220.000 61 621 6005 Tray Cable (4 Condr) (12 Awg) Lf 480.000 62 624 6002 Ground Box Ty a (122311)w/Apron Ea 1.000 63 624 6010 Ground Box Ty d (162922)w/Apron Ea 2.000 64 624 6028 Remove Ground Box Ea 1.000 65 625 6002 Zinc-Coat Stl Wire Strand (3/16") Lf 504.000 66 625 6004 Zinc-Coat Stl Wire Strand (5/16") Lf 504.000 67 628 6002 Remove Electrical Services Ea 1.000 68 628 6167 Elc Srv Ty d 120/240 070(Ns)Al(e)Tp(o) Ea 1.000 69 628 6298 Elc Srv Ty t 120/240 000(Ns)Gs(l)Sp(o) Ea 1.000 70 636 6001 Aluminum Signs (Ty a) Sf 46.000 71 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 7.000 72 644 6009 In Sm Rd Sn Sup&Am Ty10bwg(1)Sb(p) Ea 11.000 73 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 39.000 74 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 4.000 75 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 25,540.000 76 662 6016 Wk Zn Pav Mrk Non-Remov (w)24"(Sld) Lf 11.000 77 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 26,075.000 78 666 6006 Refl Pav Mrk Ty i (w)4"(Dot)(100mil) Lf 913.000 79 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 10,650.000 80 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 67.000 81 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 32.000 82 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 26.000 83 666 6099 Ref Pav Mrk Ty i(w)18"(Yld Tri)(100mil) Ea 33.000 84 666 6156 Refl Pav Mrk Ty i(y)(Med Nose)(100mil) Ea 2.000 85 666 6224 Pavement Sealer 4" Lf 37,666.000 86 666 6226 Pavement Sealer 8" Lf 10,650.000 87 666 6230 Pavement Sealer 24" Lf 67.000 88 666 6231 Pavement Sealer (Arrow) Ea 32.000 89 666 6232 Pavement Sealer (Word) Ea 26.000 90 666 6233 Pavement Sealer (Med Nose) Ea 2.000 91 666 6243 Pavement Sealer (Yld Tri) Ea 6,249.000 92 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 17,386.000 93 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 19,387.000 94 672 6007 Refl Pav Mrkr Ty i-c Ea 273.000 95 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,280.000 96 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 79.000 97 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 34,084.000 98 680 6001 Install Hwy Trf Sig (Flash Beacon) Ea 2.000 99 680 6004 Removing Traffic Signals Ea 5.000 100 682 6003 Veh Sig Sec (12")Led(Yel) Ea 6.000 101 682 6005 Veh Sig Sec (12")Led(Red) Ea 6.000 102 684 6008 Trf Sig Cbl (Ty a)(12 Awg)(3 Condr) Lf 130.000 103 684 6009 Trf Sig Cbl (Ty a)(12 Awg)(4 Condr) Lf 325.000 104 686 6007 Ins Trf Sig Pl Am (s)Str(Ty b) Ea 2.000 105 686 6008 Ins Trf Sig Pl Am (s)Str(Ty b)Lum Ea 2.000 106 686 6020 Ins Trf Sig Pl Am (s)Str(Ty d)Lum Ea 2.000 107 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 6,421.000 108 3077 6023 Sp Mixes Sp-c Sac-b Pg70-22 Ton 4,376.000 109 3077 6075 Tack Coat Gal 2,832.000 110 6001 6001 Portable Changeable Message Sign Day 112.000 111 6056 6001 Preformed In-Lane(Trans) Rumble Strip Lf 80.000 112 6185 6002 Tma (Stationary) Day 108.000 113

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.

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Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents