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Last Updated 09/02/2021 01:31 AM
Project Title

SL 121 - Widen Road - Add Lanes

Physical Address View project details and contacts
City, State (County) TX   (Bell 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 $28,973,534
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

104 6001 Removing Conc (Pav) Sy 1,174.000 1 104 6009 Removing Conc (Riprap) Sy 3,032.000 2 104 6011 Removing Conc (Medians) Sy 1,682.000 3 104 6015 Removing Conc (Sidewalks) Sy 850.000 4 104 6017 Removing Conc (Driveways) Sy 2,432.000 5 104 6021 Removing Conc (Curb) Lf 441.000 6 104 6022 Removing Conc (Curb And Gutter) Lf 6,484.000 7 104 6037 Remove Conc (Rail) Lf 1,354.000 8 104 6044 Removing Conc (Flume) Sy 567.000 9 104 6045 Remove Conc (Misc) Ea 1.000 10 104 6054 Removing Concrete(Mow Strip) Lf 1,457.000 11 105 6022 Removing Stab Base And Asph Pav (13") Sy 117,253.000 12 105 6034 Removing Stab Base And Asph Pav(1"-9") Sy 2,996.000 13 110 6001 Excavation (Roadway) Cy 64,024.000 14 132 6004 Embankment (Final)(Dens Cont)(Ty B) Cy 43,812.000 15 160 6003 Furnishing And Placing Topsoil (4") Sy 106,481.000 16 162 6008 Roll Sodding Sy 78,224.000 17 164 6007 Broadcast Seed (Perm) (Urban) (Clay) Sy 49,866.000 18 164 6029 Cell Fbr Mlch Seed(Temp)(Warm) Sy 34,510.000 19 164 6031 Cell Fbr Mlch Seed(Temp)(Cool) Sy 34,510.000 20 168 6001 Vegetative Watering Mg 1,601.500 21 169 6002 Soil Retention Blankets (Cl 1) (Ty B) Sy 35,671.000 22 169 6006 Soil Retention Blankets (Cl 2) (Ty F) Sy 14,195.000 23 170 6001 Irrigation System Ls 1.000 24 192 6002 Plant Material (1-Gal) Ea 6.000 25 192 6012 Mulch Cy 13.000 26 192 6014 Plant Soil Mix Cy 230.000 27 192 6024 Plant Material (30 Gal) (Tree) Ea 5.000 28 192 6031 Plant Material (5 Gal) (Shrub) Ea 14.000 29 193 6001 Plant Maintenance Mo 9.000 30 193 6007 Irrigation System Oper And Maint Mo 9.000 31 216 6001 Proof Rolling Hr 5.000 32 247 6053 Fl Bs (Cmp In Plc)(Tyd Gr1-2)(Fnal Pos) Cy 33,536.000 33 310 6027 Prime Coat(Mc-30 Or Ae-P) Gal 39,676.000 34 316 6024 Asph (Crs-2p) Gal 59,514.000 35 316 6409 Aggr (Ty-B Gr-4) Cy 980.000 36 346 6002 Stone-Mtrx-Asph Sma-C Sac-A Pg76-22 Ton 2,670.000 37 354 6022 Plane Asph Conc Pav(0" To 3") Sy 2,240.000 38 356 6021 Pav Jt Underseal (24") Lf 1,508.000 39 360 6054 Conc Pvmt (Cont Reinf-Crcp) (Hes) (9") Sy 1,101.000 40 400 6001 Struct Excav Cy 944.000 41 400 6005 Cem Stabil Bkfl Cy 547.000 42 402 6001 Trench Excavation Protection Lf 13,533.000 43 403 6001 Temporary Spl Shoring Sf 31,278.000 44 416 6004 Drill Shaft (36 In) Lf 1,153.000 45 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 426.000 46 416 6031 Drill Shaft (Trf Sig Pole) (30 In) Lf 23.000 47 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 278.000 48 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 44.000 49 420 6007 Cl A Conc (Flume) Cy 3.000 50 420 6019 Cl C Conc (Abut)(Extend) Cy 116.600 51 420 6029 Cl C Conc (Cap) Cy 133.200 52 420 6037 Cl C Conc (Column) Cy 174.400 53 420 6049 Cl C Conc (Crashwall) Cy 109.000 54 422 6003 Reinf Conc Slab (Extend Slab) Sf 33,268.000 55 422 6011 Bridge Median Sf 9,920.000 56 422 6035 Approach Slab (Extend) Cy 288.500 57 423 6001 Retaining Wall (Mse) Sf 11,717.000 58 423 6003 Retaining Wall (Temp Wall) Sf 2,965.000 59 423 6005 Retaining Wall (Spread Footing) Sf 1,849.000 60 423 6015 Retaining Wall (Special) Sf 234.000 61 425 6036 Prestr Conc Girder (Tx34) Lf 4,312.370 62 432 6001 Riprap (Conc)(4 In) Cy 17.000 63 432 6002 Riprap (Conc)(5 In) Cy 2,210.000 64 432 6004 Riprap Conc (8 In) Cy 148.000 65 432 6008 Riprap (Conc)(Cl B)(Rr8&Rr9) Cy 373.000 66 432 6033 Riprap (Stone Protection)(18 In) Cy 57.000 67 432 6045 Riprap (Mow Strip)(4 In) Cy 36.000 68 438 6002 Cleaning And Sealing Exist Joints(Cl3) Lf 268.000 69 438 6006 Cleaning And Sealing Joints (Cl 3) Lf 248.000 70 438 6009 Cleaning Existing Joints Lf 134.000 71 450 6030 Rail (Ty C221) Lf 1,306.000 72 450 6048 Rail (Handrail)(Ty B) Lf 540.000 73 450 6052 Rail (Handrail)(Ty F) Lf 7,450.000 74 450 6097 Rail (Ty T222) Lf 1,524.700 75 454 6008 Header Type Expansion Joint Cf 19.000 76 454 6009 Joint Sealant Lf 134.000 77 462 6004 Conc Box Culv (4 Ft X 3 Ft) Lf 110.000 78 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 340.000 79 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 2,120.000 80 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 1,156.000 81 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 53.000 82 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 31.000 83 464 6017 Rc Pipe (Cl Iv)(18 In) Lf 430.000 84 464 6018 Rc Pipe (Cl Iv)(24 In) Lf 784.000 85 464 6020 Rc Pipe (Cl Iv)(36 In) Lf 186.000 86 464 6030 Rc Pipe (Arch)(Cl Iii)(Des 1) Lf 445.000 87 465 6002 Manh (Compl)(Prm)(48in) Ea 14.000 88 465 6006 Jctbox(Compl)(Pjb)(4ftx4ft) Ea 1.000 89 465 6021 Inlet (Compl)(Pco)(5ft)(None) Ea 34.000 90 465 6023 Inlet (Compl)(Pco)(5ft)(Right) Ea 72.000 91 465 6024 Inlet (Compl)(Pco)(5ft)(Both) Ea 33.000 92 465 6149 Inlet (Compl)(Pazd)(Sl)(3ftx3ft) Ea 3.000 93 465 6153 Inlet (Compl)(Pazd)(Rc)(4ftx4ft) Ea 2.000 94 465 6256 Inlet(Compl)(Curb)(Spl) Ea 1.000 95 465 6488 Inlet (Compl)(Rwf)(Ftw) Ea 1.000 96 465 6558 Inl(Cmp)(Pazd-Cz)(Fg)(3ftx3ft-3ftx3ft) Ea 3.000 97 466 6020 Headwall (Ch - Fw - 15) (Dia= 24 In) Ea 1.000 98 466 6040 Headwall (Ch - Fw - 30) (Dia= 42 In) Ea 1.000 99 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 1.000 100 466 6134 Headwall (Ch - Pw - S) (Dia= 36 In) Ea 1.000 101 466 6167 Wingwall (Fw - S) (Hw=6 Ft) Ea 2.000 102 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 1.000 103 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 1.000 104 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 4.000 105 467 6364 Set (Ty Ii) (18 In) (Rcp) (8: 1) (C) Ea 1.000 106 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (C) Ea 2.000 107 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (C) Ea 20.000 108 467 6391 Set (Ty Ii) (24 In) (Rcp) (4: 1) (P) Ea 4.000 109 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 5.000 110 467 6417 Set (Ty Ii) (30 In) (Rcp) (3: 1) (C) Ea 2.000 111 467 6422 Set (Ty Ii) (30 In) (Rcp) (6: 1) (C) Ea 1.000 112 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (C) Ea 3.000 113 467 6463 Set (Ty Ii) (42 In) (Rcp) (4: 1) (C) Ea 2.000 114 467 6519 Set (Ty Ii) (Des 1) (Rcp) (6: 1) (P) Ea 26.000 115 479 6004 Adjusting Manholes (Sanitary) Ea 1.000 116 480 6001 Clean Exist Culverts Ea 7.000 117 496 6002 Remov Str (Inlet) Ea 13.000 118 496 6004 Remov Str (Set) Ea 66.000 119 496 6006 Remov Str (Headwall) Ea 21.000 120 496 6007 Remov Str (Pipe) Lf 3,867.000 121 500 6001 Mobilization Ls 1.000 122 502 6001 Barricades, Signs And Traffic Handling Mo 39.000 123 502 6025 Barr, Signs, Traffic Handling Ea 15.000 124 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 136.000 125 506 6011 Rock Filter Dams (Remove) Lf 136.000 126 506 6021 Construction Exits (Install) (Ty 2) Sy 1,800.000 127 506 6024 Construction Exits (Remove) Sy 1,800.000 128 506 6037 Sandbags For Erosion Control (12") Lf 2,150.000 129 506 6038 Temp Sedmt Cont Fence (Install) Lf 14,440.000 130 506 6039 Temp Sedmt Cont Fence (Remove) Lf 14,440.000 131 508 6001 Constructing Detours Sy 37,905.000 132 512 6021 Port Ctb (Des Source)(Low Prof)(Ty 1) Lf 17,300.000 133 512 6022 Port Ctb (Des Source)(Low Prof)(Ty 2) Lf 1,140.000 134 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 42,320.000 135 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 3,080.000 136 512 6045 Port Ctb (Stkpl)(Low Prof)(Ty 1) Lf 17,300.000 137 512 6046 Port Ctb (Stkpl)(Low Prof)(Ty 2) Lf 1,140.000 138 528 6003 Colored Textured Conc (8") Sy 378.000 139 529 6002 Conc Curb (Ty Ii) Lf 126.000 140 529 6008 Conc Curb & Gutter (Ty Ii) Lf 61,373.000 141 530 6005 Driveways (Acp) Sy 2,689.000 142 530 6017 Driveways (Conc) (Hes) Sy 1,809.000 143 531 6002 Conc Sidewalks (5") Sy 26,576.000 144 531 6004 Curb Ramps (Ty 1) Ea 5.000 145 531 6005 Curb Ramps (Ty 2) Ea 8.000 146 531 6010 Curb Ramps (Ty 7) Ea 30.000 147 531 6015 Curb Ramps (Ty 20) Ea 2.000 148 531 6016 Curb Ramps (Ty 21) Ea 3.000 149 531 6017 Curb Ramps (Ty 22) Ea 12.000 150 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 1,450.000 151 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 6.000 152 542 6001 Remove Metal Beam Guard Fence Lf 4,526.000 153 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 14.000 154 544 6001 Guardrail End Treatment (Install) Ea 6.000 155 544 6003 Guardrail End Treatment (Remove) Ea 18.000 156 550 6008 Chain Link Fence (Install) (8') Lf 160.000 157 552 6004 Wire Fence (Ty D) Lf 300.000 158 552 6005 Gate (Ty 1) Ea 2.000 159 552 6006 Gate (Ty 2) Ea 2.000 160 552 6007 Gate (Ty 3) Ea 2.000 161 552 6008 Wire Fence (Water Gap) Lf 200.000 162 552 6009 Gate (Special) Ea 1.000 163 552 6010 Wire Fence (Water Gap) (Special) Lf 200.000 164 560 6007 Mailbox Install-S (Wc-Post) Ty 3 Ea 14.000 165 560 6008 Mailbox Install-D (Wc-Post) Ty 3 Ea 1.000 166 560 6011 Mailbox Install-S (Tww-Post) Ty 4 Ea 3.000 167 560 6013 Mailbox Install-M (Tww-Post) Ty 4 Ea 1.000 168 610 6104 In Rd Il (U/P) (Ty 1) (150w Eq) Led Ea 4.000 169 610 6198 In Rd Il (Ty Sa) 40b-8 (250w Eq) Led Ea 8.000 170 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 48.000 171 618 6023 Condt (Pvc) (Sch 40) (2") Lf 9,205.000 172 618 6029 Condt (Pvc) (Sch 40) (3") Lf 619.000 173 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 5,900.000 174 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 5,166.000 175 618 6062 Condt (Rm) (3/4") Lf 1,850.000 176 620 6007 Elec Condr (No.8) Bare Lf 23,818.000 177 620 6008 Elec Condr (No.8) Insulated Lf 42,748.000 178 620 6009 Elec Condr (No.6) Bare Lf 721.000 179 620 6010 Elec Condr (No.6) Insulated Lf 1,441.000 180 624 6002 Ground Box Ty A (122311)W/Apron Ea 31.000 181 624 6010 Ground Box Ty D (162922)W/Apron Ea 35.000 182 628 6045 Elc Srv Ty A 240/480 060(Ns)Ss(E)Sp(O) Ea 8.000 183 628 6152 Elc Srv Ty D 120/240 060(Ns)Ss(N)Sp(O) Ea 6.000 184 636 6001 Aluminum Signs (Ty A) Sf 38.300 185 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 15.000 186 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 10.000 187 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(U) Ea 2.000 188 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty N) Ea 2.000 189 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 67.000 190 644 6070 Relocate Sm Rd Sn Sup&Am Ty S80 Ea 7.000 191 644 6076 Remove Sm Rd Sn Sup&Am Ea 19.000 192 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 4.000 193 658 6061 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2 Ea 16.000 194 658 6101 Instl Om Assm (Om-2z)(Wflx)Srf)Srf Ea 7.000 195 662 6001 Wk Zn Pav Mrk Non-Remov (W)4"(Brk) Lf 390.000 196 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 43,474.000 197 662 6012 Wk Zn Pav Mrk Non-Remov (W)8"(Sld) Lf 4,291.000 198 662 6016 Wk Zn Pav Mrk Non-Remov (W)24"(Sld) Lf 666.000 199 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 61,223.000 200 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 65,410.000 201 662 6065 Wk Zn Pav Mrk Remov (W)6"(Dot) Lf 350.000 202 662 6071 Wk Zn Pav Mrk Remov (W)8"(Sld) Lf 4,883.000 203 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 1,295.000 204 662 6080 Wk Zn Pav Mrk Remov (W)(Arrow) Ea 51.000 205 662 6081 Wk Zn Pav Mrk Remov (W)(Dbl Arrow) Ea 1.000 206 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 59,827.000 207 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty W Ea 600.000 208 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty Y-2 Ea 300.000 209 666 6030 Refl Pav Mrk Ty I (W)8"(Dot)(100mil) Lf 2,254.000 210 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 11,532.000 211 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 3,602.000 212 666 6102 Ref Pav Mrk Ty I(W)36"(Yld Tri)(100mil) Ea 82.000 213 666 6105 Refl Pav Mrk Ty I (W)(Bike Arw)(100mil) Ea 1.000 214 666 6111 Refl Pav Mrk Ty I(W)(Bike Syml)(100mil) Ea 1.000 215 666 6138 Refl Pav Mrk Ty I (Y)8"(Sld)(100mil) Lf 328.000 216 666 6300 Re Pm W/Ret Req Ty I (W)4"(Brk)(100mil) Lf 7,686.000 217 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 4,451.000 218 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 368.000 219 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 8,084.000 220 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 56.000 221 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 32.000 222 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 181.000 223 672 6010 Refl Pav Mrkr Ty Ii-C-R Ea 423.000 224 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 2.000 225 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 1.000 226 680 6002 Install Hwy Trf Sig (Isolated) Ea 6.000 227 680 6004 Removing Traffic Signals Ea 6.000 228 681 6001 Temp Traf Signals Ea 6.000 229 682 6001 Veh Sig Sec (12")Led(Grn) Ea 48.000 230 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 35.000 231 682 6003 Veh Sig Sec (12")Led(Yel) Ea 48.000 232 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 43.000 233 682 6005 Veh Sig Sec (12")Led(Red) Ea 48.000 234 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 24.000 235 682 6018 Ped Sig Sec (Led)(Countdown) Ea 50.000 236 682 6054 Backplate W/Ref Brdr(3 Sec)(Vent)Alum Ea 52.000 237 682 6055 Backplate W/Ref Brdr(4 Sec)(Vent)Alum Ea 20.000 238 684 6012 Trf Sig Cbl (Ty A)(12 Awg)(7 Condr) Lf 17,948.000 239 684 6021 Trf Sig Cbl (Ty A)(12 Awg)(16 Condr) Lf 5,548.000 240 685 6002 Relocate Rdsd Flash Beacon Assembly Ea 2.000 241 686 6035 Ins Trf Sig Pl Am(S)1 Arm(32')Lum Ea 2.000 242 686 6039 Ins Trf Sig Pl Am(S)1 Arm(36')Lum Ea 4.000 243 686 6043 Ins Trf Sig Pl Am(S)1 Arm(40')Lum Ea 3.000 244 686 6047 Ins Trf Sig Pl Am(S)1 Arm(44')Lum Ea 7.000 245 686 6051 Ins Trf Sig Pl Am(S)1 Arm(48')Lum Ea 7.000 246 686 6059 Ins Trf Sig Pl Am(S)1 Arm(55')Lum Ea 2.000 247 687 6001 Ped Pole Assembly Ea 28.000 248 688 6001 Ped Detect Push Button (Aps) Ea 49.000 249 688 6003 Ped Detector Controller Unit Ea 6.000 250 730 6107 Full - Width Mowing Cyc 5.000 251 734 6002 Litter Removal Cyc 10.000 252 738 6003 Cleaning / Sweeping (Outside Main Lane) Cyc 32.000 253 3002 6001 Membrane Underseal Gal 1,343.000 254 3076 6001 D-Gr Hma Ty-B Pg64-22 Ton 36,370.000 255 3076 6010 D-Gr Hma Ty-B Pg76-22 Ton 12,469.000 256 3084 6001 Bonding Course Gal 26,451.000 257 4002 6001 Replace Elastomeric Bearing Pads Ea 24.000 258 6185 6002 Tma (Stationary) Day 52.000 259 6185 6003 Tma (Mobile Operation) Hr 328.000 260 6292 6003 Rvds(Presence And Advance Det) Ea 25.000 261

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
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