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Last Updated 09/02/2021 02:41 AM
Project Title

RM 967 - Hazard Elimination and Safety

Physical Address View project details and contacts
City, State (County) TX   (Hays 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 $6,018,212
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 187.900 1 104 6017 Removing Conc (Driveways) Sy 1,003.000 2 104 6022 Removing Conc (Curb and Gutter) Lf 471.000 3 104 6026 Remove Conc (Gutter) Lf 67.000 4 104 6036 Removing Conc (Sidewalk or Ramp) Sy 167.000 5 104 6044 Removing Conc (Flume) Sy 784.000 6 110 6001 Excavation (Roadway) Cy 22,531.000 7 110 6002 Excavation (Channel) Cy 20.000 8 132 6003 Embankment (Final)(Ord Comp)(Ty B) Cy 7,829.000 9 160 6003 Furnishing and Placing Topsoil (4") Sy 81,069.000 10 164 6007 Broadcast Seed (Perm) (Urban) (Clay) Sy 81,069.000 11 164 6071 Broadcast Seed (Temp)(Warm or Cool) Sy 40,538.000 12 166 6002 Fertilizer Ton 5.130 13 168 6001 Vegetative Watering Mg 2,033.000 14 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 81,069.000 15 247 6366 Fl Bs (Cmp in Plc)(Ty a Gr 5)(Fnal Pos) Cy 11,559.400 16 310 6001 Prime Coat (Multi Option) Gal 6,946.000 17 351 6009 Flexible Pavement Structure Repair(14") Sy 6,564.000 18 354 6002 Plan & Text Asph Conc Pav(0" to 2") Sy 822.000 19 400 6006 Cut & Restoring Pav Sy 97.000 20 432 6002 Riprap (Conc)(5 in) Cy 324.300 21 432 6022 Riprap (Stone Common)(Dry)(6 in) Cy 50.000 22 432 6046 Riprap (Mow Strip)(5 in) Cy 41.500 23 462 6047 Conc Box Culv (4 Ft X 2 Ft)(Extend) Lf 32.000 24 462 6114 Conc Box Culv (9 Ft X 3 Ft)(Extend) Lf 22.000 25 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 623.000 26 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 427.000 27 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 66.000 28 464 6010 Rc Pipe (Cl Iii)(48 in) Lf 228.000 29 464 6012 Rc Pipe (Cl Iii)(60 in) Lf 9.000 30 465 6005 Jctbox(Compl)(Pjb)(3ftx3ft) Ea 1.000 31 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 1.000 32 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 in) Ea 1.000 33 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 in) Ea 2.000 34 466 6105 Headwall (Ch - Pw - 0) (Dia= 60 in) Ea 1.000 35 467 6131 Set (Ty I)(S= 4 Ft)(Hw= 2 Ft)(3:1) (C) Ea 2.000 36 467 6293 Set (Ty I)(S= 9 Ft)(Hw= 3 Ft)(4:1) (C) Ea 2.000 37 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 38.000 38 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 20.000 39 467 6396 Set (Ty Ii) (24 in) (Rcp) (8: 1) (C) Ea 1.000 40 467 6419 Set (Ty Ii) (30 in) (Rcp) (4: 1) (C) Ea 1.000 41 467 6423 Set (Ty Ii) (30 in) (Rcp) (6: 1) (P) Ea 2.000 42 476 6013 Jack Bor or Tun Pipe(24 in)(Rc)(Cl Iii) Lf 60.000 43 480 6001 Clean Exist Culverts Ea 1.000 44 496 6004 Remov Str (Set) Ea 64.000 45 496 6005 Remov Str (Wingwall) Ea 2.000 46 496 6007 Remov Str (Pipe) Lf 1,480.000 47 496 6008 Remov Str (Box Culvert) Lf 18.000 48 500 6001 Mobilization Ls 1.000 49 502 6001 Barricades, Signs and Traffic Handling Mo 14.000 50 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 952.000 51 506 6011 Rock Filter Dams (Remove) Lf 952.000 52 506 6020 Construction Exits (Install) (Ty 1) Sy 624.000 53 506 6024 Construction Exits (Remove) Sy 624.000 54 506 6038 Temp Sedmt Cont Fence (Install) Lf 4,052.000 55 506 6039 Temp Sedmt Cont Fence (Remove) Lf 4,052.000 56 508 6001 Constructing Detours Sy 598.000 57 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 2,220.000 58 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 1,110.000 59 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 2,220.000 60 529 6008 Conc Curb & Gutter (Ty Ii) Lf 194.000 61 529 6038 Conc Curb (Ribbon) Lf 84.000 62 530 6004 Driveways (Conc) Sy 892.000 63 530 6005 Driveways (Acp) Sy 1,844.000 64 530 6008 Turnouts (Acp) Sy 180.000 65 531 6001 Conc Sidewalks (4") Sy 100.000 66 531 6004 Curb Ramps (Ty 1) Ea 2.000 67 531 6005 Curb Ramps (Ty 2) Ea 2.000 68 531 6006 Curb Ramps (Ty 3) Ea 1.000 69 531 6010 Curb Ramps (Ty 7) Ea 3.000 70 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 500.000 71 540 6016 Downstream Anchor Terminal Section Ea 3.000 72 542 6001 Remove Metal Beam Guard Fence Lf 250.000 73 544 6001 Guardrail End Treatment (Install) Ea 6.000 74 544 6002 Guardrail End Treatment (Move & Reset) Ea 2.000 75 544 6003 Guardrail End Treatment (Remove) Ea 4.000 76 545 6005 Crash Cush Atten (Remove) Ea 2.000 77 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 2.000 78 560 6001 Mailbox Install-s (Twg-post) Ty 1 Ea 20.000 79 560 6002 Mailbox Install-d (Twg-post) Ty 1 Ea 1.000 80 618 6046 Condt (Pvc) (Sch 80) (2") Lf 95.000 81 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 500.000 82 618 6053 Condt (Pvc) (Sch 80) (3") Lf 225.000 83 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 1,555.000 84 620 6007 Elec Condr (No.8) Bare Lf 2,450.000 85 620 6008 Elec Condr (No.8) Insulated Lf 1,672.000 86 620 6009 Elec Condr (No.6) Bare Lf 35.000 87 620 6010 Elec Condr (No.6) Insulated Lf 70.000 88 624 6010 Ground Box Ty D (162922)w/apron Ea 4.000 89 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 24.000 90 644 6068 Relocate Sm Rd Sn Sup&am Ty 10bwg Ea 28.000 91 644 6076 Remove Sm Rd Sn Sup&am Ea 4.000 92 658 6046 Instl Om Assm (Om-2x)(Wc)gnd Ea 3.000 93 658 6047 Instl Om Assm (Om-2y)(Wc)gnd Ea 4.000 94 658 6061 Instl Del Assm (D-sw)sz 1(Brf)gf2 Ea 8.000 95 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 65,618.000 96 662 6071 Wk Zn Pav Mrk Remov (W)8"(Sld) Lf 624.000 97 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 53.000 98 662 6093 Wk Zn Pav Mrk Remov (Y)4"(Brk) Lf 349.000 99 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 69,058.000 100 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 5,595.000 101 666 6047 Refl Pav Mrk Ty I (W)24"(Sld)(090mil) Lf 618.000 102 666 6053 Refl Pav Mrk Ty I (W)(Arrow)(090mil) Ea 60.000 103 666 6071 Refl Pav Mrk Ty I(W)(Lndp Arw)(090mil) Ea 2.000 104 666 6077 Refl Pav Mrk Ty I (W)(Word)(090mil) Ea 32.000 105 666 6104 Refl Pav Mrk Ty I (W)(Bike Arw)(090mil) Ea 18.000 106 666 6110 Refl Pav Mrk Ty I(W)(Bike Syml)(090mil) Ea 18.000 107 666 6116 Refl Pav Mrk Ty I (W)(Bike Dot)(090mil) Ea 359.000 108 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 230.000 109 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 46,360.000 110 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 5,595.000 111 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 618.000 112 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 60.000 113 666 6190 Refl Pav Mrk Ty Ii (W) (Lndp Arw) Ea 2.000 114 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 32.000 115 666 6200 Refl Pav Mrk Ty Ii (W) (Bike Arrow) Ea 18.000 116 666 6202 Refl Pav Mrk Ty Ii (W) (Bike Symbol) Ea 18.000 117 666 6204 Refl Pav Mrk Ty Ii (W) (Bike Dot) Ea 359.000 118 666 6205 Refl Pav Mrk Ty Ii (Y) 4" (Brk) Lf 3,980.000 119 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 63,516.000 120 666 6299 Re Pm W/ret Req Ty I (W)4"(Brk)(090mil) Lf 230.000 121 666 6311 Re Pm W/ret Req Ty I (Y)4"(Brk)(090mil) Lf 3,980.000 122 666 6342 Ref Prof Pav Mrk Ty I(W)4"(Sld)(100mil) Lf 46,360.000 123 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 63,516.000 124 672 6007 Refl Pav Mrkr Ty I-c Ea 284.000 125 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 3,186.000 126 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 63,411.000 127 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 332.000 128 680 6011 Install Hwy Trf Sig (Upgrade) Ea 2.000 129 682 6001 Veh Sig Sec (12")led(Grn) Ea 3.000 130 682 6002 Veh Sig Sec (12")led(Grn Arw) Ea 2.000 131 682 6003 Veh Sig Sec (12")led(Yel) Ea 3.000 132 682 6004 Veh Sig Sec (12")led(Yel Arw) Ea 2.000 133 682 6005 Veh Sig Sec (12")led(Red) Ea 3.000 134 682 6050 Backplate W/refl Brdr(5 Sec) Ea 2.000 135 682 6060 Backplate W/refl Brdr(3 Sec) Ea 1.000 136 684 6028 Trf Sig Cbl (Ty a)(14 Awg)(2 Condr) Lf 1,975.000 137 684 6031 Trf Sig Cbl (Ty a)(14 Awg)(5 Condr) Lf 4,309.000 138 684 6033 Trf Sig Cbl (Ty a)(14 Awg)(7 Condr) Lf 1,841.000 139 687 6003 Relocate Ped Pole Assembly Ea 4.000 140 690 6001 Removal of Conduit Lf 830.000 141 690 6006 Removal of Ground Boxes Ea 5.000 142 690 6009 Removal of Cables Lf 830.000 143 690 6027 Removal of Signal Related Signs Ea 1.000 144 3076 6001 D-gr Hma Ty-b Pg64-22 Ton 13,372.800 145 3076 6038 D-gr Hma Ty-d Pg64-22 (Level-up) Ton 830.900 146 3076 6048 D-gr Hma Ty-d Pg76-22 Ton 9,016.200 147 3076 6051 D-gr Hma Ty-d Pg76-22 (Level-up) Ton 942.800 148 3076 6066 Tack Coat Gal 8,322.000 149 3085 6001 Underseal Course Gal 9,421.000 150 6001 6002 Portable Changeable Message Sign Ea 4.000 151 6089 6002 Cat 5 Ethernet Cable Lf 135.000 152 6155 6002 Radar Communication Cable Lf 2,105.000 153 6185 6002 Tma (Stationary) Day 40.000 154 6185 6005 Tma (Mobile Operation) Day 10.000 155 7251 6001 Subsurface Util Locate (Outside Rdbed) Ea 10.000 156

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