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Last Updated 07/10/2020 08:27 AM
Project Title

Construct Grade Separation

Physical Address View project details and contacts
City, State (County) TX   (Comal 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 $14,197,956
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 53.800 1 104 6015 Removing Conc (Sidewalks) Sy 193.000 2 104 6021 Removing Conc (Curb) Lf 3,377.000 3 104 6054 Removing Concrete(Mow Strip) Lf 1,058.000 4 105 6030 Removing Stab Base & Asph Pav (8"-14") Sy 21,139.000 5 110 6001 Excavation (Roadway) Cy 12,487.000 6 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 8.000 7 132 6004 Embankment (Final)(Dens Cont)(Ty b) Cy 13,369.000 8 132 6056 Embankment (Final)(Ord Comp)(Ty c2)(Ds) Cy 19,038.000 9 161 6017 Compost Manuf Topsoil (4") Sy 48,412.000 10 164 6039 Drill Seeding (Perm) (Urban) (Clay) Sy 48,412.000 11 164 6041 Drill Seeding (Temp) (Warm) Sy 24,206.000 12 164 6043 Drill Seeding (Temp) (Cool) Sy 24,206.000 13 168 6001 Vegetative Watering Mg 1,512.200 14 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 48,412.000 15 169 6005 Soil Retention Blankets (Cl 2) (Ty e) Sy 5,051.000 16 247 6475 Fl Bs (Cip)(Ty d Gr 1-2, Or 5)Final Pos Cy 8,245.000 17 310 6027 Prime Coat(Mc-30 Or Ae-p) Gal 7,421.000 18 340 6247 d-Gr Hma (Sq) Ty-d Pg 70-22(Level-Up) Ton 204.000 19 340 6272 Tack Coat Gal 279.000 20 354 6045 Plane Asph Conc Pav (2") Sy 36,328.000 21 400 6005 Cem Stabil Bkfl Cy 460.000 22 402 6001 Trench Excavation Protection Lf 2,502.000 23 403 6001 Temporary Spl Shoring Sf 632.000 24 416 6001 Drill Shaft (18 In) Lf 18.000 25 416 6002 Drill Shaft (24 In) Lf 22.000 26 416 6004 Drill Shaft (36 In) Lf 1,938.000 27 416 6005 Drill Shaft (42 In) Lf 1,855.000 28 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 90.000 29 416 6030 Drill Shaft (Trf Sig Pole) (24 In) Lf 40.000 30 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 13.000 31 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 44.000 32 420 6013 Cl c Conc (Abut) Cy 126.800 33 420 6029 Cl c Conc (Cap) Cy 448.800 34 420 6037 Cl c Conc (Column) Cy 428.000 35 420 6066 Cl c Conc (Rail Foundation) Cy 349.100 36 422 6001 Reinf Conc Slab Sf 106,001.000 37 422 6015 Approach Slab Cy 154.000 38 423 6001 Retaining Wall (Mse) Sf 28,007.000 39 425 6038 Prestr Conc Girder (Tx46) Lf 9,359.200 40 425 6040 Prestr Conc Girder (Tx62) Lf 3,834.860 41 432 6001 Riprap (Conc)(4 In) Cy 35.000 42 432 6045 Riprap (Mow Strip)(4 In) Cy 210.800 43 450 6023 Rail (Ty Sstr) Lf 10,362.100 44 450 6051 Rail (Handrail)(Ty e) Lf 455.000 45 450 6054 Rail (Ty Sstr) (w/Drain Slots) Lf 437.000 46 454 6018 Sealed Expansion Joint (4 In) (Sej - m) Lf 404.000 47 459 6007 Gabion Mattresses (Galv)(12 In) Sy 1,821.000 48 459 6009 Gabions (3' x 3')(Galv) Cy 83.000 49 464 6001 Rc Pipe (Cl Iii)(12 In) Lf 76.000 50 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 1,903.000 51 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 29.000 52 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 94.000 53 464 6018 Rc Pipe (Cl Iv)(24 In) Lf 602.000 54 465 6002 Manh (Compl)(Prm)(48in) Ea 4.000 55 465 6004 Manh (Compl)(Prm)(72in) Ea 2.000 56 465 6005 Jctbox(Compl)(Pjb)(3ftx3ft) Ea 7.000 57 465 6013 Inlet (Compl)(Pco)(3ft)(None) Ea 1.000 58 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 1.000 59 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 1.000 60 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 1.000 61 465 6075 Inlet (Compl)(Psl)(Rc)(5ftx6ft) Ea 1.000 62 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 6.000 63 465 6130 Inlet (Compl)(Psl)(Fg)(3ftx5ft-3ftx5ft) Ea 2.000 64 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 3.000 65 465 6178 Inlet (Compl)(Ty Mse1) Ea 8.000 66 465 6179 Inlet (Compl)(Ty Mse2) Ea 1.000 67 465 6233 Inlet (Comp) (Ty Sidewalk Bridge) Ea 4.000 68 465 6338 Inlet (Compl)(Armor Curb Slot) Ea 4.000 69 467 6389 Set (Ty Ii) (24 In) (Rcp) (3: 1) (p) Ea 1.000 70 467 6480 Set (Ty Ii) (48 In) (Rcp) (6: 1) (p) Ea 1.000 71 471 6007 Grate And Frame (Bridge Drain) Ea 27.000 72 481 6009 Pipe (Pvc) (Sch 40) (2 In) Lf 18.000 73 481 6026 Pipe (Pvc) (Sch 80) (12 In) Lf 118.000 74 496 6002 Remov Str (Inlet) Ea 2.000 75 496 6004 Remov Str (Set) Ea 3.000 76 496 6007 Remov Str (Pipe) Lf 203.000 77 500 6001 Mobilization Ls 1.000 78 502 6001 Barricades, Signs And Traffic Handling Mo 22.000 79 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 824.000 80 506 6011 Rock Filter Dams (Remove) Lf 824.000 81 506 6038 Temp Sedmt Cont Fence (Install) Lf 2,456.000 82 506 6039 Temp Sedmt Cont Fence (Remove) Lf 2,456.000 83 508 6001 Constructing Detours Sy 2,066.000 84 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 4,900.000 85 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 60.000 86 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 18,880.000 87 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 360.000 88 512 6045 Port Ctb (Stkpl)(Low Prof)(Ty 1) Lf 2,540.000 89 512 6046 Port Ctb (Stkpl)(Low Prof)(Ty 2) Lf 20.000 90 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 4,900.000 91 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 60.000 92 529 6001 Conc Curb (Ty i) Lf 2,516.000 93 529 6018 Conc Curb (Ty f3) Lf 455.000 94 531 6001 Conc Sidewalks (4") Sy 1,099.000 95 531 6004 Curb Ramps (Ty 1) Ea 3.000 96 531 6010 Curb Ramps (Ty 7) Ea 3.000 97 536 6002 Conc Median Sy 955.000 98 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 2,225.000 99 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 8.000 100 540 6016 Downstream Anchor Terminal Section Ea 5.000 101 540 6018 Mtl Bm Gd Fen Trans (Non - Sym) Ea 3.000 102 542 6001 Remove Metal Beam Guard Fence Lf 450.000 103 542 6003 Remove Downstream Anchor Terminal Ea 5.000 104 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 7.000 105 544 6001 Guardrail End Treatment (Install) Ea 9.000 106 544 6003 Guardrail End Treatment (Remove) Ea 5.000 107 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 6.000 108 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 9.000 109 618 6023 Condt (Pvc) (Sch 40) (2") Lf 1,460.000 110 618 6046 Condt (Pvc) (Sch 80) (2") Lf 590.000 111 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 620.000 112 618 6053 Condt (Pvc) (Sch 80) (3") Lf 275.000 113 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 340.000 114 618 6064 Condt (Rm) (1") Lf 530.000 115 620 6007 Elec Condr (No.8) Bare Lf 2,640.000 116 620 6008 Elec Condr (No.8) Insulated Lf 5,280.000 117 620 6009 Elec Condr (No.6) Bare Lf 2,065.000 118 620 6010 Elec Condr (No.6) Insulated Lf 345.000 119 624 6002 Ground Box Ty a (122311)w/Apron Ea 8.000 120 624 6010 Ground Box Ty d (162922)w/Apron Ea 5.000 121 628 6033 Elc Srv Ty a 240/480 060(Ns)Al(e)Sp(o) Ea 3.000 122 636 6001 Aluminum Signs (Ty a) Sf 82.000 123 636 6002 Aluminum Signs (Ty g) Sf 156.000 124 636 6007 Replace Existing Aluminum Signs(Ty a) Sf 20.250 125 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 8.000 126 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 20.000 127 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 3.000 128 644 6034 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-1ext) Ea 2.000 129 644 6035 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-2ext) Ea 1.000 130 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Bm) Ea 1.000 131 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 2.000 132 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty s) Ea 2.000 133 644 6066 In Sm Rd Sn Sup&Am (Rail Mount) Ea 1.000 134 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 12.000 135 644 6070 Relocate Sm Rd Sn Sup&Am Ty s80 Ea 3.000 136 644 6076 Remove Sm Rd Sn Sup&Am Ea 18.000 137 647 6001 Install Lrss (Struct Steel) Lb 905.000 138 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 22.000 139 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 33.000 140 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 1.000 141 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 27.000 142 658 6064 Instl Del Assm (d-Sy)Sz 1(Brf)Gf2 Ea 41.000 143 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 5,640.000 144 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 30,280.000 145 662 6071 Wk Zn Pav Mrk Remov (w)8"(Sld) Lf 5,786.000 146 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 1,539.000 147 662 6080 Wk Zn Pav Mrk Remov (w)(Arrow) Ea 10.000 148 662 6081 Wk Zn Pav Mrk Remov (w)(Dbl Arrow) Ea 3.000 149 662 6089 Wk Zn Pav Mrk Remov (w)(Uturn Arrow) Ea 3.000 150 662 6090 Wk Zn Pav Mrk Remov (w)(Word) Ea 13.000 151 662 6091 Wk Zn Pav Mrk Remov (w)18"(Yld Tri) Ea 18.000 152 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 24,890.000 153 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 2,270.000 154 662 6110 Wk Zn Pav Mrk Sht Term (Tab)Ty y Ea 1,370.000 155 666 6009 Refl Pav Mrk Ty i (w)4"(Lndp)(100mil) Lf 147.000 156 666 6033 Refl Pav Mrk Ty i (w)8"(Lndp)(100mil) Lf 174.000 157 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 3,391.000 158 666 6042 Refl Pav Mrk Ty i (w)12"(Sld)(100mil) Lf 230.000 159 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 742.000 160 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 16.000 161 666 6057 Refl Pav Mrk Ty i(w)(Dbl Arrow)(100mil) Ea 5.000 162 666 6063 Refl Pav Mrk Ty i(w)(Uturn Arw)(100mil) Ea 5.000 163 666 6072 Refl Pav Mrk Ty i(w)(Lndp Arw)(100mil) Ea 2.000 164 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 21.000 165 666 6081 Refl Pav Mrk Ty i(w)(Entr Gore)(100mil) Ea 3.000 166 666 6084 Refl Pav Mrk Ty i(w)(Exit Gore)(100mil) Ea 3.000 167 666 6102 Ref Pav Mrk Ty i(w)36"(Yld Tri)(100mil) Ea 18.000 168 666 6224 Pavement Sealer 4" Lf 24,506.000 169 666 6225 Pavement Sealer 6" Lf 17,313.000 170 666 6226 Pavement Sealer 8" Lf 3,565.000 171 666 6228 Pavement Sealer 12" Lf 230.000 172 666 6230 Pavement Sealer 24" Lf 742.000 173 666 6231 Pavement Sealer (Arrow) Ea 16.000 174 666 6232 Pavement Sealer (Word) Ea 21.000 175 666 6234 Pavement Sealer (Dbl Arrow) Ea 5.000 176 666 6236 Pavement Sealer (Uturn Arrow) Ea 5.000 177 666 6237 Pavement Sealer (Lndp Arrow) Ea 2.000 178 666 6239 Pavement Sealer (Entr Gore) Ea 3.000 179 666 6240 Pavement Sealer (Exit Gore) Ea 3.000 180 666 6243 Pavement Sealer (Yld Tri) Ea 18.000 181 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 1,600.000 182 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 11,746.000 183 666 6306 Re Pm w/Ret Req Ty i (w)6"(Brk)(100mil) Lf 1,800.000 184 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 11,013.000 185 666 6343 Ref Prof Pav Mrk Ty i(w)6"(Sld)(100mil) Lf 6,721.000 186 666 6347 Ref Prof Pav Mrk Ty i(y)6"(Sld)(100mil) Lf 8,132.000 187 668 6005 Prefab Pav Mrk Ty b (w)(4")(Brk)Cntst Lf 70.000 188 668 6010 Prefab Pav Mrk Ty b (w)(6")(Brk)Cntst Lf 660.000 189 672 6007 Refl Pav Mrkr Ty i-c Ea 24.000 190 672 6008 Refl Pav Mrkr Ty i-r Ea 30.000 191 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 22.000 192 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 620.000 193 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 16,564.000 194 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 1,457.000 195 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 369.000 196 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 14.000 197 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 14.000 198 680 6002 Install Hwy Trf Sig (Isolated) Ea 1.000 199 680 6004 Removing Traffic Signals Ea 1.000 200 682 6001 Veh Sig Sec (12")Led(Grn) Ea 13.000 201 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 4.000 202 682 6003 Veh Sig Sec (12")Led(Yel) Ea 13.000 203 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 1.000 204 682 6005 Veh Sig Sec (12")Led(Red) Ea 13.000 205 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 1.000 206 682 6018 Ped Sig Sec (Led)(Countdown) Ea 8.000 207 682 6023 Back Plate (12")(3 Sec) Ea 11.000 208 682 6024 Back Plate (12")(4 Sec) Ea 3.000 209 684 6009 Trf Sig Cbl (Ty a)(12 Awg)(4 Condr) Lf 1,925.000 210 684 6012 Trf Sig Cbl (Ty a)(12 Awg)(7 Condr) Lf 1,120.000 211 684 6028 Trf Sig Cbl (Ty a)(14 Awg)(2 Condr) Lf 1,850.000 212 686 6039 Ins Trf Sig Pl Am(s)1 Arm(36')Lum Ea 1.000 213 686 6195 Ins Trf Sig Pl Am(s)2 Arm(50-44')Lum Ea 1.000 214 686 6207 Ins Trf Sig Pl Am(s)2 Arm(55-28')Lum Ea 1.000 215 687 6001 Ped Pole Assembly Ea 6.000 216 687 6002 Pedestrian Push Button Pole Ea 1.000 217 688 6001 Ped Detect Push Button (Aps) Ea 9.000 218 688 6003 Ped Detector Controller Unit Ea 1.000 219 730 6107 Full - Width Mowing Cyc 7.000 220 734 6002 Litter Removal Cyc 22.000 221 738 6005 Cleaning / Sweeping (Frontage Road) Cyc 22.000 222 740 6005 Anti - Graffiti Coatng(Permnent-Ty Iii) Sf 18,211.000 223 786 6002 Carbon Fiber Reinf Polymer Strengthning Sf 1,287.000 224 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 8,575.000 225 3077 6052 Sp Mixes Sp-d Sac-a Pg70-22 Ton 8,305.000 226 3085 6001 Underseal Course Gal 14,443.000 227 4161 6001 Stenciling Permanent Structure Numbers Ea 2.000 228 6000 6067 Install Fused Disconnect Ea 3.000 229 6001 6001 Portable Changeable Message Sign Day 342.000 230 6027 6004 Junction Box (Install) Ea 8.000 231 6185 6002 Tma (Stationary) Day 36.000 232 6185 6005 Tma (Mobile Operation) Day 16.000 233 6292 6001 Rvds(Presence Detection Only) Ea 6.000 234 6292 6002 Rvds(Advance Detection Only) Ea 2.000 235 6297 6001 Truck Warning System Ea 2.000 236 7202 6003 Strmwtr Treat Unit (8'x8')(14 Cart) Ea 1.000 237 7202 6004 Strmwtr Treat Unit (8'x16')(48 Cart) Ea 1.000 238

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