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Last Updated 02/06/2021 02:05 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 $2,184,195
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 54.000 1 104 6009 Removing Conc (Riprap) Sy 1,156.000 2 104 6011 Removing Conc (Medians) Sy 87.000 3 104 6021 Removing Conc (Curb) Lf 1,360.000 4 104 6045 Remove Conc (Misc) Ea 1.000 5 105 6044 Removing Stab Base and Asph Pav (10") Sy 1,860.000 6 110 6001 Excavation (Roadway) Cy 3,216.000 7 132 6001 Embankment (Final)(Ord Comp)(Ty a) Cy 1,653.000 8 132 6003 Embankment (Final)(Ord Comp)(Ty B) Cy 7,222.000 9 150 6002 Blading Hr 22.000 10 161 6017 Compost Manuf Topsoil (4") Sy 25,144.000 11 164 6009 Broadcast Seed (Temp) (Warm) Sy 39,831.000 12 168 6001 Vegetative Watering Mg 100.240 13 216 6001 Proof Rolling Hr 28.000 14 247 6053 Fl Bs (Cmp in Plc)(Tyd Gr1-2)(Fnal Pos) Cy 1,223.000 15 247 6475 Fl Bs (Cip)(Ty D Gr 1-2, or 5)final Pos Cy 1,026.000 16 310 6005 Prime Coat (Ae-p) Gal 1,544.000 17 316 6029 Asph (Rc-250) Gal 9,483.000 18 316 6409 Aggr (Ty-b Gr-4) Cy 276.000 19 340 6011 D-gr Hma(Sq) Ty-b Pg64-22 Ton 3,111.000 20 340 6272 Tack Coat Gal 558.000 21 346 6014 Stone-mtrx-asph Sma-d Sac-a Pg76-22 Ton 251.000 22 354 6041 Plane Asph Conc Pav (1.5") Sy 13,599.000 23 354 6045 Plane Asph Conc Pav (2") Sy 11,093.000 24 400 6005 Cem Stabil Bkfl Cy 10.000 25 416 6007 Drill Shaft (54 in) Lf 25.000 26 416 6029 Drill Shaft (Rdwy Ill Pole) (30 in) Lf 11.000 27 420 6068 Cl C Conc (Sign Column) Cy 21.000 28 432 6001 Riprap (Conc)(4 in) Cy 164.000 29 432 6022 Riprap (Stone Common)(Dry)(6 in) Cy 47.000 30 432 6045 Riprap (Mow Strip)(4 in) Cy 23.000 31 460 6002 Cmp (Gal Stl 18 in) Lf 14.000 32 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 433.000 33 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 2.000 34 465 6130 Inlet (Compl)(Psl)(Fg)(3ftx5ft-3ftx5ft) Ea 1.000 35 465 6338 Inlet (Compl)(Armor Curb Slot) Ea 2.000 36 467 6343 Set (Ty Ii) (18 in) (Cmp) (3: 1) (C) Ea 1.000 37 467 6388 Set (Ty Ii) (24 in) (Rcp) (3: 1) (C) Ea 4.000 38 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 1.000 39 500 6001 Mobilization Ls 1.000 40 502 6001 Barricades, Signs and Traffic Handling Mo 14.000 41 506 6005 Rock Filter Dams (Install) (Ty 5) Lf 183.000 42 506 6011 Rock Filter Dams (Remove) Lf 183.000 43 506 6020 Construction Exits (Install) (Ty 1) Sy 610.000 44 506 6024 Construction Exits (Remove) Sy 610.000 45 506 6038 Temp Sedmt Cont Fence (Install) Lf 4,160.000 46 506 6039 Temp Sedmt Cont Fence (Remove) Lf 4,160.000 47 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 200.000 48 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 200.000 49 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 6,231.000 50 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 3,321.000 51 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 5,811.000 52 512 6053 Port Ctb (Remove)(F-shape)(Ty 1) Lf 80.000 53 529 6001 Conc Curb (Ty I) Lf 1,332.000 54 530 6005 Driveways (Acp) Sy 198.000 55 536 6002 Conc Median Sy 307.000 56 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 490.000 57 540 6016 Downstream Anchor Terminal Section Ea 2.000 58 542 6001 Remove Metal Beam Guard Fence Lf 290.000 59 542 6003 Remove Downstream Anchor Terminal Ea 2.000 60 544 6001 Guardrail End Treatment (Install) Ea 2.000 61 544 6003 Guardrail End Treatment (Remove) Ea 1.000 62 545 6003 Crash Cush Atten (Move & Reset) Ea 10.000 63 545 6005 Crash Cush Atten (Remove) Ea 15.000 64 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 12.000 65 560 6011 Mailbox Install-s (Tww-post) Ty 4 Ea 2.000 66 560 6013 Mailbox Install-m (Tww-post) Ty 4 Ea 1.000 67 610 6004 Relocate Rd Il Asm (Trans-base) Ea 1.000 68 618 6016 Condt (Pvc) (Sch 40) (1") Lf 40.000 69 618 6023 Condt (Pvc) (Sch 40) (2") Lf 80.000 70 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 100.000 71 620 6007 Elec Condr (No.8) Bare Lf 125.000 72 620 6008 Elec Condr (No.8) Insulated Lf 250.000 73 624 6002 Ground Box Ty a (122311)w/apron Ea 1.000 74 624 6008 Ground Box Ty C (162911)w/apron Ea 1.000 75 636 6001 Aluminum Signs (Ty a) Sf 1.000 76 636 6003 Aluminum Signs (Ty O) Sf 950.000 77 636 6009 Replace Existing Aluminum Signs(Ty O) Sf 384.000 78 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 16.000 79 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 2.000 80 644 6068 Relocate Sm Rd Sn Sup&am Ty 10bwg Ea 14.000 81 644 6070 Relocate Sm Rd Sn Sup&am Ty S80 Ea 2.000 82 644 6076 Remove Sm Rd Sn Sup&am Ea 11.000 83 650 6032 Ins Oh Sn Sup(30 Ft Cant) Ea 1.000 84 650 6204 Remove Overhd Sign Sup Ea 1.000 85 650 6205 Remove Overhd Sign Sup (Sign Only) Ea 3.000 86 658 6061 Instl Del Assm (D-sw)sz 1(Brf)gf2 Ea 4.000 87 658 6064 Instl Del Assm (D-sy)sz 1(Brf)gf2 Ea 6.000 88 662 6001 Wk Zn Pav Mrk Non-remov (W)4"(Brk) Lf 2,416.000 89 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 6,355.000 90 662 6008 Wk Zn Pav Mrk Non-remov (W)6"(Sld) Lf 2,537.000 91 662 6014 Wk Zn Pav Mrk Non-remov (W)12"(Sld) Lf 668.000 92 662 6016 Wk Zn Pav Mrk Non-remov (W)24"(Sld) Lf 17.000 93 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 4,748.000 94 666 6006 Refl Pav Mrk Ty I (W)4"(Dot)(100mil) Lf 42.000 95 666 6009 Refl Pav Mrk Ty I (W)4"(Lndp)(100mil) Lf 81.000 96 666 6033 Refl Pav Mrk Ty I (W)8"(Lndp)(100mil) Lf 66.000 97 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 6,106.000 98 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 450.000 99 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 560.000 100 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 6.000 101 666 6057 Refl Pav Mrk Ty I(W)(Dbl Arrow)(100mil) Ea 10.000 102 666 6063 Refl Pav Mrk Ty I(W)(Uturn Arw)(100mil) Ea 4.000 103 666 6072 Refl Pav Mrk Ty I(W)(Lndp Arw)(100mil) Ea 2.000 104 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 15.000 105 666 6084 Refl Pav Mrk Ty I(W)(Exit Gore)(100mil) Ea 1.000 106 666 6138 Refl Pav Mrk Ty I (Y)8"(Sld)(100mil) Lf 230.000 107 666 6147 Refl Pav Mrk Ty I (Y)24"(Sld)(100mil) Lf 105.000 108 666 6224 Pavement Sealer 4" Lf 13,041.000 109 666 6225 Pavement Sealer 6" Lf 2,924.000 110 666 6226 Pavement Sealer 8" Lf 6,579.000 111 666 6228 Pavement Sealer 12" Lf 360.000 112 666 6230 Pavement Sealer 24" Lf 665.000 113 666 6231 Pavement Sealer (Arrow) Ea 6.000 114 666 6232 Pavement Sealer (Word) Ea 15.000 115 666 6234 Pavement Sealer (Dbl Arrow) Ea 10.000 116 666 6236 Pavement Sealer (Uturn Arrow) Ea 4.000 117 666 6237 Pavement Sealer (Lndp Arrow) Ea 2.000 118 666 6240 Pavement Sealer (Exit Gore) Ea 1.000 119 666 6300 Re Pm W/ret Req Ty I (W)4"(Brk)(100mil) Lf 1,210.000 120 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 5,494.000 121 666 6306 Re Pm W/ret Req Ty I (W)6"(Brk)(100mil) Lf 1,734.000 122 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 6,214.000 123 666 6343 Ref Prof Pav Mrk Ty I(W)6"(Sld)(100mil) Lf 1,050.000 124 666 6347 Ref Prof Pav Mrk Ty I(Y)6"(Sld)(100mil) Lf 170.000 125 672 6008 Refl Pav Mrkr Ty I-r Ea 28.000 126 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 182.000 127 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 424.000 128 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 14,804.000 129 677 6002 Elim Ext Pav Mrk & Mrks (6") Lf 3,982.000 130 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 715.000 131 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 2,542.000 132 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 502.000 133 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 6.000 134 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 7.000 135 677 6014 Elim Ext Pav Mrk & Mrks (Exit Gore) Ea 1.000 136 678 6033 Pav Surf Prep for Mrk (Rpm) Ea 65.000 137 3077 6022 Sp Mixes Sp-c Sac-a Pg70-22 Ton 138.000 138 3077 6023 Sp Mixes Sp-c Sac-b Pg70-22 Ton 3,202.000 139 6001 6001 Portable Changeable Message Sign Day 148.000 140 6185 6002 Tma (Stationary) Day 148.000 141 6185 6005 Tma (Mobile Operation) Day 12.000 142

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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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents