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Highway Signs/Guardrails/Barriers Construction Project Lead, TX   (Bastrop County)

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Reported 04/01/2019 02:16 AM
Project Title

STR, GR, Base, HMACP and Pvmt Mrks
Physical Address View project details and contacts
City, State (County) TX   (Bastrop County)
Category(s) Heavy and Highway
Sub-Category(s) Highway Signs/Guardrails/Barriers
Contracting Method Competitive Bids.
Project Status Bidding
Bids Due View project details and contacts
Estimated Value $49,689,276
Plans Available from State Agency
Owner View project details and contacts
Architect View project details and contacts
Description 100 6002 Preparing Row Sta 59.000 1 104 6009 Removing Conc (Riprap) Sy 11,047.000 2 104 6011 Removing Conc (Medians) Sy 239.000 3 104 6015 Removing Conc (Sidewalks) Sy 3,332.000 4 104 6017 Removing Conc (Driveways) Sy 785.000 5 104 6021 Removing Conc (Curb) Lf 2,494.000 6 104 6022 Removing Conc (Curb And Gutter) Lf 14,524.000 7 104 6024 Removing Conc (Retaining Walls) Sy 80.000 8 104 6025 Remove Conc (Wingwall) Cy 5.400 9 104 6037 Remove Conc (Rail) Lf 322.000 10 105 6019 Removing Stab Base & Asph Pav(14") Sy 4,551.000 11 105 6024 Removing Stab Base And Asph Pav (21") Sy 23,915.000 12 105 6026 Remove Stab Base & Asph Pav (13"-18") Sy 24,395.000 13 110 6001 Excavation (Roadway) Cy 41,861.000 14 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 52,576.000 15 132 6005 Embankment (Final)(Ord Comp)(Ty c) Cy 800.000 16 160 6003 Furnishing And Placing Topsoil (4") Sy 19,464.000 17 162 6008 Roll Sodding Sy 15,487.000 18 164 6041 Drill Seeding (Temp) (Warm) Sy 4,866.000 19 164 6043 Drill Seeding (Temp) (Cool) Sy 4,137.000 20 168 6001 Vegetative Watering Mg 789.000 21 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 6,990.200 22 247 6366 Fl Bs (Cmp In Plc)(Ty a Gr 5)(Fnal Pos) Cy 13,648.000 23 275 6001 Cement Ton 704.000 24 275 6019 Cement Treat (Subgrade)(6") Sy 35,225.000 25 310 6009 Prime Coat (Mc-30) Gal 12,106.000 26 341 6008 d-Gr Hma Ty-b Pg64-22 Ton 30,123.000 27 341 6043 d-Gr Hma Ty-d Pg70-22 Ton 6,535.000 28 342 6002 Pfc (Asphalt) Pg76-22 Ton 93.000 29 342 6008 Pfc-f (Aggregate)(Pg76 Mix) Sac-b Ton 1,456.000 30 347 6001 Tom (Asphalt) Pg 76-22 Ton 34.000 31 347 6006 Tom - c (Aggregate) Sac - b Ton 510.000 32 400 6004 Struct Excav (Bridge) Cy 930.400 33 400 6005 Cem Stabil Bkfl Cy 2,376.000 34 400 6006 Cut & Restoring Pav Sy 157.000 35 400 6012 Cut And Restore Pav (Flex Base) Sy 14.000 36 401 6001 Flowable Backfill Cy 112.000 37 402 6001 Trench Excavation Protection Lf 4,973.000 38 403 6001 Temporary Spl Shoring Sf 45,369.130 39 410 6001 Soil Nail Anchors Lf 29,848.000 40 416 6001 Drill Shaft (18 In) Lf 134.000 41 416 6004 Drill Shaft (36 In) Lf 6,683.000 42 416 6005 Drill Shaft (42 In) Lf 2,252.000 43 416 6006 Drill Shaft (48 In) Lf 2,496.000 44 416 6007 Drill Shaft (54 In) Lf 240.000 45 416 6008 Drill Shaft (60 In) Lf 1,492.000 46 416 6010 Drill Shaft (72 In) Lf 710.000 47 416 6021 Drill Shaft (Sign Mts) (42 In) Lf 25.000 48 416 6022 Drill Shaft (Sign Mts) (48 In) Lf 39.000 49 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 240.000 50 420 6011 Cl b Conc (Flume) Cy 129.120 51 420 6013 Cl c Conc (Abut) Cy 417.600 52 420 6019 Cl c Conc (Abut)(Extend) Cy 60.100 53 420 6029 Cl c Conc (Cap) Cy 810.500 54 420 6031 Cl c Conc (Cap)(Mass) Cy 250.200 55 420 6033 Cl c Conc (Cap)(Extend) Cy 106.000 56 420 6035 Cl c Conc (Cap)(Mass)(Extend) Cy 67.200 57 420 6037 Cl c Conc (Column) Cy 794.600 58 420 6039 Cl c Conc (Column)(Mass) Cy 898.100 59 420 6045 Cl c Conc (Footing)(Mass) Cy 480.700 60 420 6049 Cl c Conc (Crashwall) Cy 267.200 61 420 6066 Cl c Conc (Rail Foundation) Cy 485.000 62 420 6156 Cl c Conc (Webwall) Cy 693.600 63 422 6001 Reinf Conc Slab Sf 265,227.000 64 422 6003 Reinf Conc Slab (Extend Slab) Sf 13,176.000 65 422 6005 Reinf Conc Slab (Box Beam) Sf 7,097.000 66 422 6011 Bridge Median Sf 827.000 67 422 6013 Bridge Sidewalk Sf 1,227.000 68 422 6015 Approach Slab Cy 666.900 69 422 6023 Shear Key Cy 48.600 70 422 6026 Slab Span (Extend) Cy 7.300 71 422 6035 Approach Slab (Extend) Cy 21.000 72 423 6001 Retaining Wall (Mse) Sf 45,645.590 73 423 6022 Retaining Wall (Soil Nail)(Facia) Sf 16,150.000 74 425 6001 Prestr Conc Box Beam (4b20) Lf 907.500 75 425 6002 Prestr Conc Box Beam (5b20) Lf 665.500 76 425 6036 Prestr Conc Girder (Tx34) Lf 954.000 77 425 6037 Prestr Conc Girder (Tx40) Lf 4,200.640 78 425 6039 Prestr Conc Girder (Tx54) Lf 6,866.400 79 425 6040 Prestr Conc Girder (Tx62) Lf 4,785.030 80 432 6001 Riprap (Conc)(4 In) Cy 885.050 81 432 6002 Riprap (Conc)(5 In) Cy 451.000 82 432 6003 Riprap (Conc)(6 In) Cy 15.000 83 432 6008 Riprap (Conc)(Cl b)(Rr8&Rr9) Cy 208.700 84 432 6026 Riprap (Stone Common)(Dry)(18 In) Cy 3,645.000 85 432 6041 Riprap (Special) Cy 114.500 86 432 6045 Riprap (Mow Strip)(4 In) Cy 256.050 87 434 6002 Elastomeric Bearing (Laminated) Ea 10.000 88 434 6024 Elastomeric Bearing (e5) Ea 2.000 89 434 6033 Elastomeric Bearing (f5) Ea 4.000 90 434 6034 Elastomeric Bearing (f6) Ea 22.000 91 434 6035 Elastomeric Bearing (f7) Ea 7.000 92 434 6042 Sliding Elastomeric Bearing (Es 5) Ea 14.000 93 434 6111 Elastomeric Bearing(Ee4) Ea 28.000 94 439 6013 Multi-Layer Polymer Overlay Sy 4,340.000 95 442 6001 Str Steel (Plate Girder) Lb 4,191,018.000 96 442 6007 Str Steel (Misc Non - Bridge) Lb 1,183.000 97 442 6009 Str Steel (Diaphragm & Stiffener) Lb 14,636.000 98 442 6010 Str Steel (Shear Connector) Lb 12,618.000 99 442 6011 Str Steel (Pedestal) Lb 61,968.000 100 446 6002 Clean & Paint Exist Str (System Ii) Ls 1.000 101 450 6004 Rail (Ty t221) Lf 8,175.200 102 450 6023 Rail (Ty Sstr) Lf 9,009.610 103 450 6030 Rail (Ty c221) Lf 3,300.400 104 450 6048 Rail (Handrail)(Ty b) Lf 141.000 105 450 6052 Rail (Handrail)(Ty f) Lf 776.000 106 450 6054 Rail (Ty Sstr) (w/Drain Slots) Lf 847.000 107 454 6001 Sealed Expansion Joint (4 In) (Sej - a) Lf 1,111.000 108 454 6002 Sealed Expansion Joint (5 In) (Sej - a) Lf 263.000 109 454 6004 Armor Joint (Sealed) Lf 140.000 110 460 6002 Cmp (Gal Stl 18 In) Lf 263.000 111 460 6003 Cmp (Gal Stl 24 In) Lf 27.000 112 462 6054 Conc Box Culv (6 Ft x 3 Ft)(Extend) Lf 20.000 113 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 2,823.000 114 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 2,633.000 115 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 760.000 116 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 85.000 117 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 50.000 118 464 6025 Rc Pipe (Cl v)(18 In) Lf 718.000 119 465 6006 Jctbox(Compl)(Pjb)(4ftx4ft) Ea 8.000 120 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 8.000 121 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 19.000 122 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 11.000 123 465 6018 Inlet (Compl)(Pco)(4ft)(Left) Ea 4.000 124 465 6019 Inlet (Compl)(Pco)(4ft)(Right) Ea 6.000 125 465 6020 Inlet (Compl)(Pco)(4ft)(Both) Ea 2.000 126 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 3.000 127 465 6127 Inlet (Compl)(Psl)(Fg)(4ftx4ft-3ftx3ft) Ea 2.000 128 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 7.000 129 465 6146 Inlet(Compl)(Psl)(Sfg)(3ftx3ft-3ftx3ft) Ea 12.000 130 465 6147 Inlet(Compl)(Psl)(Sfg)(4ftx4ft-4ftx4ft) Ea 8.000 131 466 6012 Headwall (Ch - Fw - 0) (Dia= 54 In) Ea 2.000 132 466 6152 Wingwall (Fw - 0) (Hw=5 Ft) Ea 1.000 133 467 6485 Set (Ty Ii) (54 In) (Rcp) (3: 1) (c) Ea 2.000 134 471 6007 Grate And Frame (Bridge Drain) Ea 56.000 135 476 6041 Jack Bor Or Tun Pipe(54 In)(Rc)(Cl v) Lf 32.000 136 479 6002 Adjusting Inlets Ea 10.000 137 481 6011 Pipe (Pvc) (Sch 40) (4 In) Lf 1,028.000 138 483 6001 Milling Concrete Slab (1/2 In) Sy 3,240.000 139 483 6013 Shot Blasting Sy 2,919.000 140 495 6001 Raising Exist Struct Ls 1.000 141 496 6002 Remov Str (Inlet) Ea 24.000 142 496 6005 Remov Str (Wingwall) Ea 2.000 143 496 6007 Remov Str (Pipe) Lf 2,274.000 144 496 6009 Remov Str (Bridge 0 - 99 Ft Length) Ea 1.000 145 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 2.000 146 496 6058 Remov Str (Bridge Slab) Lf 662.000 147 496 6084 Remov Str (Conc Girder Span) Ea 1.000 148 500 6001 Mobilization Ls 1.000 149 502 6001 Barricades, Signs And Traffic Handling Mo 39.000 150 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 208.000 151 506 6011 Rock Filter Dams (Remove) Lf 208.000 152 506 6020 Construction Exits (Install) (Ty 1) Sy 280.000 153 506 6024 Construction Exits (Remove) Sy 280.000 154 506 6038 Temp Sedmt Cont Fence (Install) Lf 10,632.000 155 506 6039 Temp Sedmt Cont Fence (Remove) Lf 10,632.000 156 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 1,872.000 157 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,872.000 158 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 80.000 159 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 160.000 160 512 6017 Port Ctb (Des Source)(f-Shape)(Ty 1) Lf 3,630.000 161 512 6021 Port Ctb (Des Source)(Low Prof)(Ty 1) Lf 1,040.000 162 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 6,840.000 163 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 1,860.000 164 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 200.000 165 512 6053 Port Ctb (Remove)(f-Shape)(Ty 1) Lf 3,630.000 166 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 1,040.000 167 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 160.000 168 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 1,712.600 169 528 6001 Colored Textured Conc (4") Sy 1,561.000 170 529 6005 Conc Curb (Mono) (Ty Ii) Lf 289.000 171 529 6007 Conc Curb & Gutter (Ty i) Lf 2,385.000 172 529 6008 Conc Curb & Gutter (Ty Ii) Lf 13,882.000 173 530 6004 Driveways (Conc) Sy 541.000 174 530 6005 Driveways (Acp) Sy 698.000 175 531 6002 Conc Sidewalks (5") Sy 5,440.000 176 531 6004 Curb Ramps (Ty 1) Ea 1.000 177 531 6008 Curb Ramps (Ty 5) Ea 5.000 178 531 6010 Curb Ramps (Ty 7) Ea 9.000 179 531 6013 Curb Ramps (Ty 10) Ea 6.000 180 531 6016 Curb Ramps (Ty 21) Ea 1.000 181 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 2,775.000 182 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 26.000 183 540 6016 Downstream Anchor Terminal Section Ea 12.000 184 542 6001 Remove Metal Beam Guard Fence Lf 4,111.000 185 542 6003 Remove Downstream Anchor Terminal Ea 4.000 186 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 3.000 187 544 6001 Guardrail End Treatment (Install) Ea 13.000 188 544 6003 Guardrail End Treatment (Remove) Ea 2.000 189 545 6003 Crash Cush Atten (Move & Reset) Ea 10.000 190 545 6004 Crash Cush Atten (Stkpl) Ea 5.000 191 545 6005 Crash Cush Atten (Remove) Ea 3.000 192 545 6013 Crash Cush Atten (Instl)(r)(n)(Tl3) Ea 6.000 193 545 6016 Crash Cush Atten (Instl)(r)(w)(Tl3) Ea 1.000 194 545 6018 Crash Cush Atten (Instl)(s)(n)(Tl2) Ea 1.000 195 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 4.000 196 550 6008 Chain Link Fence (Install) (8`) Lf 696.000 197 610 6004 Relocate Rd Il Asm (Trans-Base) Ea 1.000 198 610 6007 Remove Rd Il Asm (Shoe-Base) Ea 22.000 199 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 4.000 200 610 6198 In Rd Il (Ty Sa) 40b-8 (250w Eq) Led Ea 15.000 201 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 29.000 202 610 6218 In Rd Il (Ty Sa) 40t-12 (250w Eq) Led Ea 1.000 203 618 6023 Condt (Pvc) (Sch 40) (2") Lf 6,730.000 204 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 2,150.000 205 618 6062 Condt (Rm) (3/4") Lf 403.000 206 620 6003 Elec Condr (No.12) Bare Lf 409.000 207 620 6004 Elec Condr (No.12) Insulated Lf 818.000 208 620 6007 Elec Condr (No.8) Bare Lf 9,936.000 209 620 6008 Elec Condr (No.8) Insulated Lf 19,872.000 210 624 6002 Ground Box Ty a (122311)w/Apron Ea 10.000 211 624 6028 Remove Ground Box Ea 1.000 212 628 6002 Remove Electrical Services Ea 2.000 213 628 6041 Elc Srv Ty a 240/480 060(Ns)Ss(e)Gc(o) Ea 3.000 214 636 6003 Aluminum Signs (Ty o) Sf 649.000 215 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 55.000 216 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 25.000 217 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 3.000 218 644 6038 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Exal) Ea 3.000 219 644 6051 In Sm Rd Sn Sup&Am Tys80(2)Sa(p-Exal) Ea 1.000 220 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 2.000 221 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty s) Ea 2.000 222 644 6066 In Sm Rd Sn Sup&Am (Rail Mount) Ea 4.000 223 644 6076 Remove Sm Rd Sn Sup&Am Ea 79.000 224 647 6002 Relocate Lrsa Ea 3.000 225 647 6003 Remove Lrsa Ea 2.000 226 650 6032 Ins Oh Sn Sup(30 Ft Cant) Ea 4.000 227 650 6204 Remove Overhd Sign Sup Ea 2.000 228 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 20.000 229 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 48.000 230 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 43.000 231 658 6064 Instl Del Assm (d-Sy)Sz 1(Brf)Gf2 Ea 25.000 232 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 3,403.000 233 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 21,848.000 234 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 224.000 235 662 6016 Wk Zn Pav Mrk Non-Remov (w)24"(Sld) Lf 94.000 236 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 17,866.000 237 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 3,550.000 238 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 18,993.000 239 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 25,851.000 240 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 6,340.000 241 666 6039 Refl Pav Mrk Ty i (w)12"(Lndp)(100mil) Lf 110.000 242 666 6042 Refl Pav Mrk Ty i (w)12"(Sld)(100mil) Lf 1,124.000 243 666 6045 Refl Pav Mrk Ty i (w)18"(Sld)(100mil) Lf 875.000 244 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 428.000 245 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 6.000 246 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 6.000 247 666 6093 Refl Pav Mrk Ty i (w)(Rr Xing)(100mil) Ea 3.000 248 666 6141 Refl Pav Mrk Ty i (y)12"(Sld)(100mil) Lf 121.000 249 666 6167 Refl Pav Mrk Ty Ii (w) 4" (Brk) Lf 7,920.000 250 666 6170 Refl Pav Mrk Ty Ii (w) 4" (Sld) Lf 15,561.000 251 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 6,340.000 252 666 6179 Refl Pav Mrk Ty Ii (w) 12" (Lndp) Lf 110.000 253 666 6180 Refl Pav Mrk Ty Ii (w) 12" (Sld) Lf 1,124.000 254 666 6181 Refl Pav Mrk Ty Ii (w) 18" (Sld) Lf 875.000 255 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 428.000 256 666 6184 Refl Pav Mrk Ty Ii (w) (Arrow) Ea 6.000 257 666 6192 Refl Pav Mrk Ty Ii (w) (Word) Ea 6.000 258 666 6196 Refl Pav Mrk Ty Ii (w) (Rr Xing) Ea 3.000 259 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 18,415.000 260 666 6212 Refl Pav Mrk Ty Ii (y) 12" (Sld) Lf 121.000 261 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 7,105.000 262 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 5,442.000 263 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 6,715.000 264 666 6342 Ref Prof Pav Mrk Ty i(w)4"(Sld)(100mil) Lf 9,726.000 265 666 6345 Ref Prof Pav Mrk Ty i(y)4"(Sld)(100mil) Lf 11,233.000 266 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 746.300 267 672 6013 Traffic Button Ty Ii-a-a Ea 50.000 268 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 16,731.000 269 690 6006 Removal Of Ground Boxes Ea 1.000 270 772 6002 Post And Cable Fence (Remv Conc Anchor) Ea 1.000 271 772 6003 Post And Cable Fence (New Installation) Lf 1,563.000 272 772 6004 Post And Cable Fence (New Conc Anchor) Ea 3.000 273 3067 6001 Underseal Course Gal 6,872.000 274 6001 6002 Portable Changeable Message Sign Ea 4.000 275 6185 6002 Tma (Stationary) Day 60.000 276
Details
Division 32 - Exterior Improvements, Paving Specialties, Pavement Markings.
Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents