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Last Updated 06/05/2021 12:26 AM
Project Title

CR - Construct New Road

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 $20,803,163
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 137.000 1 104 6017 Removing Conc (Driveways) Sy 898.000 2 105 6039 Remove Stab Base and Asph Pav (6"-20") Sy 10,255.000 3 105 6074 Removing Stab Base and Asph Pav (4") Sy 38.000 4 110 6001 Excavation (Roadway) Cy 56,564.000 5 132 6047 Embankment (Final)(Ord Comp)(Ty C1) Cy 88,240.000 6 134 6001 Backfill (Ty a) Sta 3.000 7 160 6003 Furnishing and Placing Topsoil (4") Sy 119,608.000 8 164 6009 Broadcast Seed (Temp) (Warm) Sy 59,805.000 9 164 6011 Broadcast Seed (Temp) (Cool) Sy 59,805.000 10 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 119,608.000 11 168 6001 Vegetative Watering Mg 324.500 12 169 6005 Soil Retention Blankets (Cl 2) (Ty E) Sy 119,608.000 13 180 6001 Wildflower Seeding Ac 24.800 14 247 6366 Fl Bs (Cmp in Plc)(Ty a Gr 5)(Fnal Pos) Cy 23,078.000 15 260 6027 Lime Trt (Exst Matl)(8") Sy 6,429.000 16 260 6043 Lime (Hyd, Com or Qk)(Slurry) Ton 140.000 17 310 6001 Prime Coat (Multi Option) Gal 11,444.000 18 310 6013 Prime Coat (Ss-1) Gal 19.000 19 351 6004 Flexible Pavement Structure Repair(8") Sy 754.000 20 354 6051 Plane Asph Conc Pav (0" to 1 1/2") Sy 8,971.000 21 400 6005 Cem Stabil Bkfl Cy 221.000 22 401 6001 Flowable Backfill Cy 457.100 23 402 6001 Trench Excavation Protection Lf 535.000 24 416 6001 Drill Shaft (18 in) Lf 333.000 25 416 6004 Drill Shaft (36 in) Lf 1,930.000 26 416 6005 Drill Shaft (42 in) Lf 260.000 27 416 6006 Drill Shaft (48 in) Lf 1,100.000 28 416 6029 Drill Shaft (Rdwy Ill Pole) (30 in) Lf 72.000 29 420 6002 Cl a Conc (Misc) Cy 1.000 30 420 6013 Cl C Conc (Abut) Cy 136.100 31 420 6025 Cl C Conc (Bent) Cy 1,273.500 32 420 6062 Cl C Conc (Retaining Wall) Cy 21.000 33 422 6001 Reinf Conc Slab Sf 127,970.000 34 422 6015 Approach Slab Cy 184.000 35 423 6002 Retaining Wall (Mse) (Ashlar Stone Fin) Sf 22,544.000 36 423 6005 Retaining Wall (Spread Footing) Sf 12,581.000 37 425 6039 Prestr Conc Girder (Tx54) Lf 15,008.550 38 425 6040 Prestr Conc Girder (Tx62) Lf 1,614.000 39 432 6001 Riprap (Conc)(4 in) Cy 340.000 40 432 6010 Riprap (Conc)(Cl B)(5 in) Cy 191.000 41 432 6023 Riprap (Stone Common)(Dry)(8 in) Cy 243.000 42 432 6024 Riprap (Stone Common)(Dry)(12 in) Cy 1,751.600 43 432 6045 Riprap (Mow Strip)(4 in) Cy 129.000 44 442 6008 Str Steel (Miscellaneous Bridge) Lb 466.000 45 450 6023 Rail (Ty Sstr) Lf 6,826.860 46 454 6018 Sealed Expansion Joint (4 in) (Sej - M) Lf 525.500 47 459 6009 Gabions (3' X 3')(Galv) Cy 12.000 48 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 255.000 49 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 175.000 50 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 825.000 51 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 566.000 52 464 6031 Rc Pipe (Arch)(Cl Iii)(Des 2) Lf 170.000 53 465 6002 Manh (Compl)(Prm)(48in) Ea 3.000 54 465 6006 Jctbox(Compl)(Pjb)(4ftx4ft) Ea 3.000 55 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 4.000 56 466 6164 Wingwall (Fw - S) (Hw=3 Ft) Ea 2.000 57 467 6362 Set (Ty Ii) (18 in) (Rcp) (6: 1) (C) Ea 2.000 58 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 4.000 59 467 6389 Set (Ty Ii) (24 in) (Rcp) (3: 1) (P) Ea 2.000 60 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 2.000 61 467 6418 Set (Ty Ii) (30 in) (Rcp) (3: 1) (P) Ea 1.000 62 467 6423 Set (Ty Ii) (30 in) (Rcp) (6: 1) (P) Ea 3.000 63 467 6531 Set (Ty Ii) (Des 2) (Rcp) (6: 1) (P) Ea 2.000 64 471 6007 Grate and Frame (Bridge Drain) Ea 16.000 65 481 6016 Pipe (Pvc) (Sch 40) (12 in) Lf 490.000 66 481 6017 Pipe (Pvc) (Sch 40) (14 in) Lf 751.000 67 481 6018 Pipe (Pvc) (Sch 40) (16 in) Lf 872.000 68 481 6021 Pipe (Pvc) (Sch 40) (24 in) Lf 30.000 69 481 6023 Pipe (Pvc) (Sch 80) (6 in) Lf 1.000 70 496 6004 Remov Str (Set) Ea 16.000 71 496 6007 Remov Str (Pipe) Lf 587.000 72 496 6039 Remov Str (Building) Ea 1.000 73 496 6043 Remov Str (Small Fence) Lf 2,192.000 74 500 6001 Mobilization Ls 1.000 75 502 6001 Barricades, Signs and Traffic Handling Mo 22.000 76 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 1,645.000 77 506 6011 Rock Filter Dams (Remove) Lf 1,645.000 78 506 6020 Construction Exits (Install) (Ty 1) Sy 5,026.000 79 506 6024 Construction Exits (Remove) Sy 1,150.000 80 506 6035 Sandbags for Erosion Control Ea 1.000 81 506 6038 Temp Sedmt Cont Fence (Install) Lf 8,342.000 82 506 6039 Temp Sedmt Cont Fence (Remove) Lf 8,342.000 83 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 1.000 84 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1.000 85 508 6001 Constructing Detours Sy 16,642.000 86 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 2,680.000 87 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 200.000 88 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 7,040.000 89 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 300.000 90 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 2,680.000 91 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 200.000 92 530 6004 Driveways (Conc) Sy 1,164.000 93 533 6003 Rumble Strips (Shoulder) Asphalt Lf 9,554.000 94 533 6004 Rumble Strips (Centerline) Asphalt Lf 3,106.000 95 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 900.000 96 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 8.000 97 544 6001 Guardrail End Treatment (Install) Ea 10.000 98 550 6001 Chain Link Fence (Install) (6') Lf 401.000 99 550 6006 Gate (Remove) Ea 3.000 100 556 6006 Pipe Underdrains (Ty 6) (6") Lf 1,160.000 101 560 6001 Mailbox Install-s (Twg-post) Ty 1 Ea 2.000 102 610 6214 in Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 9.000 103 618 6023 Condt (Pvc) (Sch 40) (2") Lf 1,825.000 104 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 600.000 105 620 6007 Elec Condr (No.8) Bare Lf 2,875.000 106 620 6008 Elec Condr (No.8) Insulated Lf 5,750.000 107 624 6010 Ground Box Ty D (162922)w/apron Ea 12.000 108 628 6045 Elc Srv Ty a 240/480 060(Ns)ss(E)sp(O) Ea 3.000 109 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 14.000 110 644 6002 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P-bm) Ea 6.000 111 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 28.000 112 644 6005 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T-2ext) Ea 6.000 113 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 5.000 114 644 6008 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U-exal) Ea 4.000 115 644 6033 in Sm Rd Sn Sup&am Tys80(1)sa(U) Ea 3.000 116 644 6037 in Sm Rd Sn Sup&am Tys80(1)sa(U-wc) Ea 1.000 117 644 6066 in Sm Rd Sn Sup&am (Rail Mount) Ea 7.000 118 644 6067 in Sm Rd Sn Sup&am (Inst Sign Only) Ea 2.000 119 644 6068 Relocate Sm Rd Sn Sup&am Ty 10bwg Ea 1.000 120 644 6076 Remove Sm Rd Sn Sup&am Ea 12.000 121 658 6011 Instl Del Assm (D-sw)sz 2(Wc)gnd(Bi) Ea 14.000 122 658 6014 Instl Del Assm (D-sw)sz (Brf)ctb (Bi) Ea 68.000 123 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 30.000 124 658 6073 Instl Om Assm (Om-2y)(Wc)gnd(Bi) Ea 22.000 125 662 6001 Wk Zn Pav Mrk Non-remov (W)4"(Brk) Lf 210.000 126 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 1,720.000 127 662 6017 Wk Zn Pav Mrk Non-remov (W)(Arrow) Ea 4.000 128 662 6029 Wk Zn Pav Mrk Non-remov(W)(Word) Ea 2.000 129 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 1,126.000 130 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 29,890.000 131 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 24.000 132 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 29,430.000 133 666 6033 Refl Pav Mrk Ty I (W)8"(Lndp)(100mil) Lf 63.000 134 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 3,802.000 135 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 195.000 136 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 26.000 137 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 22.000 138 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 5,772.000 139 666 6283 Ref Prof Pav Mrk Ty I(W)4"(Sld)(090mil) Lf 5,772.000 140 666 6300 Re Pm W/ret Req Ty I (W)4"(Brk)(100mil) Lf 230.000 141 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 22,287.000 142 666 6312 Re Pm W/ret Req Ty I (Y)4"(Brk)(100mil) Lf 650.000 143 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 27,813.000 144 672 6007 Refl Pav Mrkr Ty I-c Ea 209.000 145 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,213.000 146 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 18,530.000 147 3076 6001 D-gr Hma Ty-b Pg64-22 Ton 16,721.000 148 3076 6050 D-gr Hma Ty-d Sac-b Pg76-22 Ton 5,652.000 149 3076 6066 Tack Coat Gal 7,415.000 150 3085 6001 Underseal Course Gal 4,019.000 151 6001 6002 Portable Changeable Message Sign Ea 2.000 152 6019 6011 Prefb Pv Mk W/wnty Ty B(Y)4"(Brk)cntst Lf 400.000 153 6019 6012 Prefb Pv Mk W/wnty Ty B(Y)4"(Sld)cntst Lf 4,275.000 154 6120 6001 Dead End Roadway Barricade Lf 40.000 155 6185 6002 Tma (Stationary) Day 20.000 156 6185 6003 Tma (Mobile Operation) Hr 24.000 157 7133 6001 Hazardous Materials Trap Ea 1.000 158 7246 6001 Sand Filtration System Ea 1.000 159

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