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Last Updated 01/07/2022 05:03 AM
Project Title

IH 35E - Interchange Improvement

Physical Address View project details and contacts
City, State (County) TX   (Ellis 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 $42,029,487
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 61.000 1 104 6001 Removing Conc (Pav) Sy 88,111.000 2 104 6011 Removing Conc (Medians) Sy 110.000 3 104 6014 Removing Conc (Foundations) Cy 7.000 4 104 6017 Removing Conc (Driveways) Sy 1,559.000 5 104 6023 Removing Conc (Ctb) Lf 7,225.000 6 105 6082 Removing Stab Base & Asph Pv(10 To 16") Sy 127,142.000 7 110 6001 Excavation (Roadway) Cy 51,123.000 8 132 6025 Embankment (Final) (Dens Cont) (Ty c1) Cy 18,157.000 9 132 6026 Embankment (Final) (Dens Cont) (Ty c2) Cy 150,847.000 10 161 6017 Compost Manuf Topsoil (4") Sy 73,075.000 11 162 6002 Block Sodding Sy 39,870.000 12 164 6039 Drill Seeding (Perm) (Urban) (Clay) Sy 33,205.000 13 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 73,075.000 14 168 6001 Vegetative Watering Mg 21,741.000 15 247 6477 Fl Bs (Cmp In Plc)(Ty d Gr 1-2)(16") Sy 7,656.000 16 260 6002 Lime (Hydrated Lime (Slurry)) Ton 2,701.000 17 260 6011 Lime Trt (Exst Matl) (12") Sy 87,587.000 18 260 6027 Lime Trt (Exst Matl)(8") Sy 48,578.000 19 310 6027 Prime Coat(Mc-30 Or Ae-p) Gal 1,531.000 20 360 6007 Conc Pvmt (Cont Reinf - Crcp) (13") Sy 83,942.000 21 360 6014 Conc Pvmt (Cont Reinf - Crcp) (11.5") Sy 42,289.000 22 400 6005 Cem Stabil Bkfl Cy 763.000 23 400 6006 Cut & Restoring Pav Sy 159.000 24 402 6001 Trench Excavation Protection Lf 3,580.000 25 403 6001 Temporary Spl Shoring Sf 41,255.000 26 416 6002 Drill Shaft (24 In) Lf 88.000 27 416 6003 Drill Shaft (30 In) Lf 108.000 28 416 6005 Drill Shaft (42 In) Lf 1,580.000 29 416 6006 Drill Shaft (48 In) Lf 32.000 30 416 6007 Drill Shaft (54 In) Lf 56.000 31 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 15.000 32 420 6002 Cl a Conc (Misc) Cy 5.000 33 420 6011 Cl b Conc (Flume) Cy 106.000 34 420 6014 Cl c Conc (Abut)(Hpc) Cy 169.200 35 420 6030 Cl c Conc (Cap)(Hpc) Cy 177.000 36 420 6038 Cl c Conc (Column)(Hpc) Cy 110.500 37 422 6002 Reinf Conc Slab (Hpc) Sf 56,562.000 38 422 6015 Approach Slab Cy 343.000 39 423 6001 Retaining Wall (Mse) Sf 59,861.000 40 425 6040 Prestr Conc Girder (Tx62) Lf 7,100.660 41 432 6001 Riprap (Conc)(4 In) Cy 773.000 42 432 6026 Riprap (Stone Common)(Dry)(18 In) Cy 79.000 43 432 6045 Riprap (Mow Strip)(4 In) Cy 211.000 44 450 6023 Rail (Ty Sstr) Lf 6,656.000 45 450 6032 Rail (Ty c223) Lf 109.000 46 450 6039 Rail (Ty c412)(Hpc) Lf 792.000 47 450 6052 Rail (Handrail)(Ty f) Lf 278.000 48 450 6054 Rail (Ty Sstr) (w/Drain Slots) Lf 1,300.000 49 454 6001 Sealed Expansion Joint (4 In) (Sej - a) Lf 294.000 50 460 6002 Cmp (Gal Stl 18 In) Lf 787.000 51 462 6003 Conc Box Culv (4 Ft x 2 Ft) Lf 1,714.000 52 462 6007 Conc Box Culv (5 Ft x 3 Ft) Lf 1,830.000 53 462 6068 Conc Box Culv (9 Ft x 5 Ft)(Extend) Lf 14.000 54 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 9,301.000 55 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 655.000 56 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 1,062.000 57 464 6018 Rc Pipe (Cl Iv)(24 In) Lf 4,691.000 58 465 6005 Jctbox(Compl)(Pjb)(3ftx3ft) Ea 45.000 59 465 6009 Jctbox(Compl)(Pjb)(5ftx5ft) Ea 3.000 60 465 6012 Jctbox(Compl)(Pjb)(8ftx8ft) Ea 1.000 61 465 6013 Inlet (Compl)(Pco)(3ft)(None) Ea 3.000 62 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 18.000 63 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 14.000 64 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 8.000 65 465 6127 Inlet (Compl)(Psl)(Fg)(4ftx4ft-3ftx3ft) Ea 4.000 66 465 6146 Inlet(Compl)(Psl)(Sfg)(3ftx3ft-3ftx3ft) Ea 2.000 67 465 6147 Inlet(Compl)(Psl)(Sfg)(4ftx4ft-4ftx4ft) Ea 3.000 68 465 6162 Inlet(Compl)(Pazd)(Fg)(5ftx5ft-4ftx4ft) Ea 3.000 69 465 6236 Inlet (Compl)(Rwi)(Ty Ii) Ea 34.000 70 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 6.000 71 466 6184 Wingwall (Pw - 1) (Hw=9 Ft) Ea 1.000 72 466 6216 Wingwall (Pw) (Hw=5 Ft) (Mod) Ea 1.000 73 466 6235 Headwall (Ch-Pw-s)(Dia = 24 In)(Mod) Ea 2.000 74 467 6005 Set (Ty i) (24 In) (3: 1) (c) Ea 1.000 75 467 6174 Set (Ty i)(s= 5 Ft)(Hw= 3 Ft)(6:1) (p) Ea 2.000 76 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 17.000 77 474 6009 Slot Drain (Gal Stl) (24 In) Lf 80.000 78 476 6014 Jack Bor Or Tun Pipe(24 In)(Rc)(Cl Iv) Lf 232.000 79 480 6001 Clean Exist Culverts Ea 1.000 80 496 6002 Remov Str (Inlet) Ea 12.000 81 496 6003 Remov Str (Manhole) Ea 1.000 82 496 6004 Remov Str (Set) Ea 23.000 83 496 6005 Remov Str (Wingwall) Ea 3.000 84 496 6006 Remov Str (Headwall) Ea 9.000 85 496 6007 Remov Str (Pipe) Lf 4,417.000 86 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 1.000 87 496 6069 Remov Str (Slotted Drain Inlet) Lf 1,649.000 88 500 6001 Mobilization Ls 1.000 89 502 6001 Barricades, Signs And Traffic Handling Mo 26.000 90 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 125.000 91 506 6011 Rock Filter Dams (Remove) Lf 125.000 92 506 6020 Construction Exits (Install) (Ty 1) Sy 2,496.000 93 506 6024 Construction Exits (Remove) Sy 2,496.000 94 506 6038 Temp Sedmt Cont Fence (Install) Lf 2,712.000 95 506 6039 Temp Sedmt Cont Fence (Remove) Lf 2,712.000 96 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 1,921.000 97 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,921.000 98 508 6001 Constructing Detours Sy 33,282.000 99 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 26,640.000 100 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 8,310.000 101 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 180.000 102 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 25,080.000 103 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 13,440.000 104 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 320.000 105 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 26,640.000 106 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 8,310.000 107 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 180.000 108 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 3,156.600 109 514 6038 Perm Ctb (Sscb)(Ty 1)(Mod) Lf 1,871.000 110 514 6039 Perm Ctb (Sscb)(Ty 2)(Mod) Lf 2,108.000 111 529 6005 Conc Curb (Mono) (Ty Ii) Lf 18,632.000 112 529 6008 Conc Curb & Gutter (Ty Ii) Lf 255.000 113 530 6017 Driveways (Conc) (Hes) Sy 3,122.000 114 531 6001 Conc Sidewalks (4") Sy 5,495.000 115 531 6004 Curb Ramps (Ty 1) Ea 8.000 116 531 6008 Curb Ramps (Ty 5) Ea 2.000 117 531 6016 Curb Ramps (Ty 21) Ea 2.000 118 536 6002 Conc Median Sy 1,061.000 119 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 1,137.500 120 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 10.000 121 540 6016 Downstream Anchor Terminal Section Ea 3.000 122 542 6001 Remove Metal Beam Guard Fence Lf 3,730.000 123 542 6002 Remove Terminal Anchor Section Ea 6.000 124 542 6003 Remove Downstream Anchor Terminal Ea 14.000 125 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 3.000 126 544 6001 Guardrail End Treatment (Install) Ea 7.000 127 544 6003 Guardrail End Treatment (Remove) Ea 15.000 128 545 6003 Crash Cush Atten (Move & Reset) Ea 5.000 129 545 6005 Crash Cush Atten (Remove) Ea 2.000 130 545 6010 Crash Cush Atten (Instl)(l)(w)(Tl3) Ea 1.000 131 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 4.000 132 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 8.000 133 610 6198 In Rd Il (Ty Sa) 40b-8 (250w Eq) Led Ea 20.000 134 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 9.000 135 618 6023 Condt (Pvc) (Sch 40) (2") Lf 9,200.000 136 618 6029 Condt (Pvc) (Sch 40) (3") Lf 9,872.000 137 618 6030 Condt (Pvc) (Sch 40) (3") (Bore) Lf 2,122.000 138 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 1,350.000 139 618 6062 Condt (Rm) (3/4") Lf 275.000 140 618 6064 Condt (Rm) (1") Lf 40.000 141 618 6070 Condt (Rm) (2") Lf 220.000 142 620 6003 Elec Condr (No.12) Bare Lf 315.000 143 620 6004 Elec Condr (No.12) Insulated Lf 615.000 144 620 6007 Elec Condr (No.8) Bare Lf 11,245.000 145 620 6008 Elec Condr (No.8) Insulated Lf 29,126.000 146 620 6009 Elec Condr (No.6) Bare Lf 385.000 147 620 6010 Elec Condr (No.6) Insulated Lf 1,155.000 148 624 6001 Ground Box Ty a (122311) Ea 18.000 149 624 6002 Ground Box Ty a (122311)w/Apron Ea 15.000 150 627 6002 Timber Pole (Cl 2) 40 Ft Ea 38.000 151 628 6046 Elc Srv Ty a 240/480 060(Ns)Ss(e)Sp(u) Ea 1.000 152 628 6151 Elc Srv Ty d 120/240 060(Ns)Ss(n)Ps(u) Ea 1.000 153 636 6002 Aluminum Signs (Ty g) Sf 740.000 154 636 6003 Aluminum Signs (Ty o) Sf 746.000 155 636 6006 Refurbish Aluminum Signs (Ty o) Ea 1.000 156 636 6009 Replace Existing Aluminum Signs(Ty o) Sf 640.000 157 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 7.000 158 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 47.000 159 644 6028 In Sm Rd Sn Sup&Am Tys80(1)Sa(p-Bm) Ea 6.000 160 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 3.000 161 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 2.000 162 644 6034 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-1ext) Ea 4.000 163 644 6051 In Sm Rd Sn Sup&Am Tys80(2)Sa(p-Exal) Ea 2.000 164 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 2.000 165 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty s) Ea 2.000 166 647 6001 Install Lrss (Struct Steel) Lb 2,846.000 167 647 6002 Relocate Lrsa Ea 4.000 168 650 6038 Ins Oh Sn Sup(35 Ft Cant) Ea 2.000 169 650 6045 Ins Oh Sn Sup(40 Ft Cant) Ea 2.000 170 650 6204 Remove Overhd Sign Sup Ea 7.000 171 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 78.000 172 658 6015 Instl Del Assm (d-Sw)Sz (Brf)Gf1 Ea 17.000 173 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 18.000 174 658 6027 Instl Del Assm (d-Sy)Sz (Brf)Ctb (Bi) Ea 72.000 175 658 6028 Instl Del Assm (d-Sy)Sz (Brf)Gf1 Ea 6.000 176 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 8.000 177 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 2,598.000 178 666 6042 Refl Pav Mrk Ty i (w)12"(Sld)(100mil) Lf 2,031.000 179 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 250.000 180 666 6138 Refl Pav Mrk Ty i (y)8"(Sld)(100mil) Lf 342.000 181 666 6167 Refl Pav Mrk Ty Ii (w) 4" (Brk) Lf 18,540.000 182 666 6170 Refl Pav Mrk Ty Ii (w) 4" (Sld) Lf 63,498.000 183 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 438.000 184 666 6180 Refl Pav Mrk Ty Ii (w) 12" (Sld) Lf 220.000 185 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 66,771.000 186 666 6224 Pavement Sealer 4" Lf 62,154.000 187 666 6225 Pavement Sealer 6" Lf 8,976.000 188 666 6226 Pavement Sealer 8" Lf 2,793.000 189 666 6228 Pavement Sealer 12" Lf 2,191.000 190 666 6230 Pavement Sealer 24" Lf 250.000 191 666 6231 Pavement Sealer (Arrow) Ea 14.000 192 666 6232 Pavement Sealer (Word) Ea 11.000 193 666 6234 Pavement Sealer (Dbl Arrow) Ea 4.000 194 666 6236 Pavement Sealer (Uturn Arrow) Ea 4.000 195 666 6239 Pavement Sealer (Entr Gore) Ea 5.000 196 666 6240 Pavement Sealer (Exit Gore) Ea 4.000 197 666 6248 Pavement Sealer (Number) Ea 2.000 198 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 2,664.000 199 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 31,251.000 200 666 6306 Re Pm w/Ret Req Ty i (w)6"(Brk)(100mil) Lf 8,976.000 201 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 32,320.000 202 666 6350 Refl Pav Mrk Ty i (w)12"(Dot)(100mil) Lf 160.000 203 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 16.000 204 668 6078 Prefab Pav Mrk Ty c (w) (Dbl Arrow) Ea 6.000 205 668 6080 Prefab Pav Mrk Ty c (w) (Uturn Arrow) Ea 4.000 206 668 6084 Prefab Pav Mrk Ty c (w) (Number) Ea 2.000 207 668 6085 Prefab Pav Mrk Ty c (w) (Word) Ea 14.000 208 668 6086 Prefab Pav Mrk Ty c (w) (Entr Gore) Ea 5.000 209 668 6087 Prefab Pav Mrk Ty c (w) (Exit Gore) Ea 4.000 210 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 841.000 211 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 142,331.000 212 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 438.000 213 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 78.000 214 678 6001 Pav Surf Prep For Mrk (4") Lf 62,154.000 215 678 6002 Pav Surf Prep For Mrk (6") Lf 8,976.000 216 678 6004 Pav Surf Prep For Mrk (8") Lf 2,793.000 217 678 6006 Pav Surf Prep For Mrk (12") Lf 2,191.000 218 678 6008 Pav Surf Prep For Mrk (24") Lf 250.000 219 678 6009 Pav Surf Prep For Mrk (Arrow) Ea 14.000 220 678 6010 Pav Surf Prep For Mrk (Dbl Arrow) Ea 4.000 221 678 6012 Pav Surf Prep For Mrk (Uturn Arr) Ea 4.000 222 678 6015 Pav Surf Prep For Mrk (Number) Ea 2.000 223 678 6016 Pav Surf Prep For Mrk (Word) Ea 11.000 224 678 6017 Pav Surf Prep For Mrk (Entr Gore) Ea 5.000 225 678 6018 Pav Surf Prep For Mrk (Exit Gore) Ea 4.000 226 690 6021 Removal Of Timber Poles Ea 38.000 227 690 6078 Instl Down Guy w/Guard Ea 2.000 228 690 6080 Remove Down Guy w/Guard Ea 2.000 229 3077 6001 Sp Mixes Sp-b Pg64-22 Ton 31,236.000 230 3077 6023 Sp Mixes Sp-c Sac-b Pg70-22 Ton 1,968.000 231 3077 6075 Tack Coat Gal 16,300.000 232 6001 6002 Portable Changeable Message Sign Ea 4.000 233 6007 6010 Fiber Optic Cbl (Sngle-Mode)(6 Fiber) Lf 1,226.000 234 6007 6013 Fiber Optic Cbl (Sngle-Mode)(36 Fiber) Lf 12,482.000 235 6007 6066 Fo Cbl (72 Smf)(Adss)(Aerial) Lf 7,737.000 236 6007 6087 Fo Splice Enclosure (Type 1) Ea 7.000 237 6007 6094 Fiber Optic Fusion Splice Ea 324.000 238 6007 6102 Relocate Fiber Optic Cable Lf 2,450.000 239 6007 6103 Remove Fiber Optic Cable Lf 7,737.000 240 6008 6047 Relocate Existing Communication Cabinet Ea 1.000 241 6010 6012 Relocate Cctv Field Equipment Ea 1.000 242 6016 6006 Its Multi-Duct Cnd (Pvc-40) Lf 4,936.000 243 6016 6007 Its Multi-Duct Cnd (Pvc-40)(Bore) Lf 1,016.000 244 6027 6008 Ground Box (Prepare) Ea 2.000 245 6064 6062 Its Pole (60 Ft)(Rel) Ea 1.000 246 6064 6086 Its Pole Mnt Cab (Ty 2)(Conf 2)(Rel) Ea 1.000 247 6185 6002 Tma (Stationary) Day 1,600.000 248 6186 6006 Its Gnd Box(Pcast) Ty 1 (243660)w/Aprn Ea 13.000 249 6186 6012 Its Gnd Box(Pcast) Ty 2 (366060)w/Aprn Ea 1.000 250 6304 6006 Its Rvsd (Dc & Wwa) (Relocate) Ea 1.000 251

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