US 69 - Highway Improvement

100 6002 Preparing Row Sta 255.000 1 104 6009 Removing Conc (Riprap) Sy 516.000 2 104 6010 Removing Conc (Riprap) Cy 7.680 3 104 6011 Removing Conc (Medians) Sy 120.000 4 104 6021 Removing Conc (Curb) Lf 675.000 5 104 6023 Removing Conc (Ctb) Lf 11,175.000 6 104 6037 Remove Conc (Rail) Lf 192.000 7 104 6054 Removing Concrete(Mow Strip) Lf 9,867.000 8 105 6094 Removing Stab Base & Asph Pav(12"-27") Sy 25,761.000 9 106 6002 Obliterating Abandoned Road Sy 40,343.000 10 110 6001 Excavation (Roadway) Cy 92,299.000 11 110 6002 Excavation (Channel) Cy 115,612.000 12 132 6025 Embankment (Final) (Dens Cont) (Ty C1) Cy 64,218.000 13 132 6026 Embankment (Final) (Dens Cont) (Ty C2) Cy 58,105.000 14 132 6030 Embankment (Final)(Dens Cont)(Ty C3) Cy 1,774.000 15 150 6002 Blading Hr 255.000 16 160 6003 Furnishing And Placing Topsoil (4") Sy 53,901.000 17 162 6002 Block Sodding Sy 1,000.000 18 164 6022 Cell Fbr Mlch Seed(Perm)(Rural)(Sandy) Ac 11.140 19 164 6030 Cell Fbr Mlch Seed(Temp)(Warm) Ac 5.570 20 164 6032 Cell Fbr Mlch Seed(Temp)(Cool) Ac 5.570 21 168 6001 Vegetative Watering Mg 1,359.000 22 169 6002 Soil Retention Blankets (Cl 1) (Ty B) Sy 1,000.000 23 216 6001 Proof Rolling Hr 254.000 24 247 6061 Fl Bs (Cmp In Plc)(Tya Gr1-2) (6") Sy 21,447.000 25 247 6231 Fl Bs (Cmp In Place)(Ty A Gr 1-2)(10") Sy 4,782.000 26 260 6011 Lime Trt (Exst Matl) (12") Sy 84,431.000 27 260 6016 Lime (Hyd, Com, Or Qk(Slurry)) Ton 4,964.000 28 260 6027 Lime Trt (Exst Matl)(8") Sy 47,531.000 29 276 6057 Cm Trt(Pt Mx)(Cl L)(Tya)(Gr1-2)(Fn Pos) Cy 17,012.000 30 310 6005 Prime Coat (Ae-P) Gal 24,992.000 31 340 6106 D-Gr Hma(Sq) Ty-D Pg64-22 Ton 5,614.000 32 340 6272 Tack Coat Gal 6,124.000 33 354 6045 Plane Asph Conc Pav (2") Sy 90,757.000 34 356 6017 Fabric Sy 1.000 35 356 6021 Pav Jt Underseal (24") Lf 139.000 36 360 6003 Conc Pvmt (Cont Reinf - Crcp) (9") Sy 8,434.000 37 360 6005 Conc Pvmt (Cont Reinf - Crcp) (11") Sy 30,725.000 38 360 6012 Conc Pvmt (Cont Reinf - Crcp) (9.5") Sy 3,120.000 39 360 6013 Conc Pvmt (Cont Reinf - Crcp) (10.5") Sy 33,121.000 40 360 6015 Conc Pvmt (Cont Reinf - Crcp) (12.5") Sy 13,645.000 41 360 6023 Conc Pvmt (Jointed - Cpcd) (13") Sy 3,102.000 42 400 6005 Cem Stabil Bkfl Cy 345.000 43 400 6007 Cut & Restore Conc Paving Sy 218.000 44 402 6001 Trench Excavation Protection Lf 164.000 45 403 6001 Temporary Spl Shoring Sf 4,311.000 46 405 6002 Foundation Load Test (D4945) (Pile) Ea 7.000 47 405 6003 Foundaton Loadtest(D4945)(Drilld Shaft) Ea 7.000 48 409 6001 Prestr Conc Pil (16 In Sq) Lf 3,584.000 49 409 6003 Prestr Conc Pil (20 In Sq) Lf 360.000 50 409 6004 Prestr Conc Pil (24 In Sq) Lf 2,784.000 51 416 6001 Drill Shaft (18 In) Lf 1,578.000 52 416 6004 Drill Shaft (36 In) Lf 4,686.000 53 416 6005 Drill Shaft (42 In) Lf 24,072.000 54 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 333.000 55 416 6020 Drill Shaft (Sign Mts) (36 In) Lf 844.000 56 416 6023 Drill Shaft (Sign Mts) (54 In) Lf 79.000 57 416 6026 Drill Shaft (High Mast Pole) (60 In) Lf 135.000 58 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 70.000 59 416 6100 Drill Shaft (Special) Lf 42,930.000 60 420 6013 Cl C Conc (Abut) Cy 363.500 61 420 6019 Cl C Conc (Abut)(Extend) Cy 26.200 62 420 6029 Cl C Conc (Cap) Cy 1,549.600 63 420 6033 Cl C Conc (Cap)(Extend) Cy 16.800 64 420 6037 Cl C Conc (Column) Cy 1,568.300 65 420 6066 Cl C Conc (Rail Foundation) Cy 25.000 66 422 6001 Reinf Conc Slab Sf 284,816.000 67 422 6003 Reinf Conc Slab (Extend Slab) Sf 4,060.000 68 422 6015 Approach Slab Cy 562.000 69 422 6035 Approach Slab (Extend) Cy 38.000 70 423 6001 Retaining Wall (Mse) Sf 1,233.000 71 425 6035 Prestr Conc Girder (Tx28) Lf 3,452.840 72 425 6036 Prestr Conc Girder (Tx34) Lf 487.500 73 425 6037 Prestr Conc Girder (Tx40) Lf 31,741.100 74 429 6007 Conc Str Repair (Vertical & Overhead) Sf 4.000 75 432 6001 Riprap (Conc)(4 In) Cy 700.980 76 432 6026 Riprap (Stone Common)(Dry)(18 In) Cy 45.000 77 432 6031 Riprap (Stone Protection)(12 In) Cy 1,890.000 78 432 6032 Riprap (Stone Protection)(15 In) Cy 60.000 79 432 6044 Riprap (Conc)(Flume) Cy 6.000 80 432 6045 Riprap (Mow Strip)(4 In) Cy 651.800 81 438 6002 Cleaning And Sealing Exist Joints(Cl3) Lf 139.000 82 450 6014 Rail (Ty T551) Lf 283.000 83 450 6016 Rail (Ty T552) Lf 215.000 84 450 6023 Rail (Ty Sstr) Lf 15,881.300 85 454 6004 Armor Joint (Sealed) Lf 50.000 86 454 6008 Header Type Expansion Joint Cf 104.000 87 454 6009 Joint Sealant Lf 1,250.000 88 454 6018 Sealed Expansion Joint (4 In) (Sej - M) Lf 1,689.000 89 462 6004 Conc Box Culv (4 Ft X 3 Ft) Lf 184.000 90 462 6055 Conc Box Culv (6 Ft X 4 Ft)(Extend) Lf 15.000 91 462 6099 Conc Box Culv (6 Ft X 2 Ft) Lf 270.000 92 462 6134 Conc Box Culv (8 Ft X 10 Ft) (Extend) Lf 46.000 93 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 466.000 94 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 70.000 95 464 6018 Rc Pipe (Cl Iv)(24 In) Lf 434.000 96 464 6019 Rc Pipe (Cl Iv)(30 In) Lf 256.000 97 465 6166 Inlet (Compl)(Ty Aad) Ea 1.000 98 465 6167 Inlet (Compl)(Ty Ad) Ea 1.000 99 465 6180 Inlet (Compl)(Curb)(Ty 2)(10') Ea 1.000 100 465 6543 Inlet (Stg Ii)(Curb)(Ty C1) Ea 1.000 101 466 6172 Wingwall (Pw - 1) (Hw=11 Ft) Ea 2.000 102 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 2.000 103 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 1.000 104 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 2.000 105 467 6143 Set (Ty I)(S= 4 Ft)(Hw= 4 Ft)(3:1) (C) Ea 1.000 106 467 6146 Set (Ty I)(S= 4 Ft)(Hw= 4 Ft)(6:1) (C) Ea 1.000 107 467 6150 Set (Ty I)(S= 4 Ft)(Hw= 5 Ft)(4:1) (C) Ea 1.000 108 467 6152 Set (Ty I)(S= 4 Ft)(Hw= 5 Ft)(6:1) (C) Ea 1.000 109 467 6205 Set (Ty I)(S= 6 Ft)(Hw= 3 Ft)(4:1) (C) Ea 2.000 110 467 6207 Set (Ty I)(S= 6 Ft)(Hw= 3 Ft)(6:1) (C) Ea 2.000 111 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (C) Ea 2.000 112 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (C) Ea 4.000 113 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 9.000 114 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (P) Ea 2.000 115 476 6068 Jack Bor Tun Box Culv (4 Ft X 3 Ft) Lf 444.000 116 480 6001 Clean Exist Culverts Ea 7.000 117 496 6002 Remov Str (Inlet) Ea 2.000 118 496 6006 Remov Str (Headwall) Ea 33.000 119 496 6007 Remov Str (Pipe) Lf 1,663.000 120 496 6008 Remov Str (Box Culvert) Lf 89.000 121 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 2.000 122 500 6001 Mobilization Ls 1.000 123 502 6001 Barricades, Signs And Traffic Handling Mo 46.000 124 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 3,300.000 125 506 6011 Rock Filter Dams (Remove) Lf 3,300.000 126 506 6020 Construction Exits (Install) (Ty 1) Sy 3,120.000 127 506 6024 Construction Exits (Remove) Sy 3,120.000 128 506 6038 Temp Sedmt Cont Fence (Install) Lf 9,765.000 129 506 6039 Temp Sedmt Cont Fence (Remove) Lf 9,765.000 130 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 220.000 131 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 220.000 132 508 6003 Constructing Detours (Ty 1) Sy 7,931.000 133 508 6004 Constructing Detours (Ty 2) Sy 8,384.000 134 508 6005 Constructing Detours (Ty 3) Sy 2,306.000 135 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 26,970.000 136 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 3,000.000 137 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 340.000 138 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 71,790.000 139 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 10,160.000 140 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 1,140.000 141 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 26,970.000 142 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 3,000.000 143 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 340.000 144 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 2,382.000 145 514 6009 Perm Ctb (Sgl Slope) (Ty 1) (54 ) Lf 10,888.000 146 514 6011 Perm Ctb (Sgl Slope) (Ty 3) (54 ) Lf 1,439.000 147 514 6047 Perm Ctb (Sgl Slope)(Ty 1)(Transition) Lf 80.000 148 529 6038 Conc Curb (Ribbon) Lf 250.000 149 530 6004 Driveways (Conc) Sy 1,481.000 150 530 6005 Driveways (Acp) Sy 809.000 151 540 6002 Mtl W-Beam Gd Fen (Steel Post) Lf 9,750.000 152 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 26.000 153 540 6016 Downstream Anchor Terminal Section Ea 31.000 154 540 6018 Mtl Bm Gd Fen Trans (Non - Sym) Ea 22.000 155 542 6001 Remove Metal Beam Guard Fence Lf 8,850.000 156 542 6002 Remove Terminal Anchor Section Ea 22.000 157 542 6003 Remove Downstream Anchor Terminal Ea 15.000 158 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 11.000 159 543 6021 Remove Cable Barrier Lf 1,515.000 160 543 6022 Remove Cable Barrier Terminal Section Ea 3.000 161 544 6001 Guardrail End Treatment (Install) Ea 29.000 162 545 6003 Crash Cush Atten (Move & Reset) Ea 61.000 163 545 6005 Crash Cush Atten (Remove) Ea 19.000 164 545 6013 Crash Cush Atten (Instl)(R)(N)(Tl3) Ea 23.000 165 610 6009 Remove Rd Il Asm (Trans-Base) Ea 6.000 166 610 6286 In Rd Il (Ty Sa) 50t-8 (400w Eq) Led Ea 7.000 167 618 6023 Condt (Pvc) (Sch 40) (2") Lf 6,994.000 168 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 323.000 169 618 6046 Condt (Pvc) (Sch 80) (2") Lf 1,695.000 170 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 480.000 171 620 6007 Elec Condr (No.8) Bare Lf 3,936.000 172 620 6008 Elec Condr (No.8) Insulated Lf 7,872.000 173 620 6009 Elec Condr (No.6) Bare Lf 5,906.000 174 620 6010 Elec Condr (No.6) Insulated Lf 11,812.000 175 624 6002 Ground Box Ty A (122311)W/Apron Ea 38.000 176 624 6028 Remove Ground Box Ea 18.000 177 628 6152 Elc Srv Ty D 120/240 060(Ns)Ss(N)Sp(O) Ea 5.000 178 636 6001 Aluminum Signs (Ty A) Sf 108.000 179 636 6002 Aluminum Signs (Ty G) Sf 2,605.000 180 636 6003 Aluminum Signs (Ty O) Sf 3,396.000 181 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 39.000 182 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 21.000 183 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(U) Ea 1.000 184 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(P) Ea 4.000 185 644 6051 In Sm Rd Sn Sup&Am Tys80(2)Sa(P-Exal) Ea 6.000 186 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty N) Ea 7.000 187 644 6065 In Bridge Mnt Clearance Sgn Assm(Ty S) Ea 1.000 188 644 6076 Remove Sm Rd Sn Sup&Am Ea 99.000 189 647 6001 Install Lrss (Struct Steel) Lb 11,492.000 190 647 6002 Relocate Lrsa Ea 8.000 191 647 6003 Remove Lrsa Ea 14.000 192 650 6032 Ins Oh Sn Sup(30 Ft Cant) Ea 1.000 193 650 6045 Ins Oh Sn Sup(40 Ft Cant) Ea 1.000 194 650 6074 Ins Oh Sn Sup(65 Ft Brdg) Ea 1.000 195 650 6079 Ins Oh Sn Sup(70 Ft Brdg) Ea 1.000 196 650 6084 Ins Oh Sn Sup(75 Ft Brdg) Ea 4.000 197 650 6089 Ins Oh Sn Sup(80 Ft Brdg) Ea 1.000 198 650 6204 Remove Overhd Sign Sup Ea 4.000 199 658 6013 Instl Del Assm (D-Sw)Sz (Brf)Ctb Ea 16.000 200 658 6014 Instl Del Assm (D-Sw)Sz (Brf)Ctb (Bi) Ea 140.000 201 658 6060 Remove Delin & Object Marker Assms Ea 28.000 202 658 6080 Instl Del Assm (D-Sw)Sz 1(Wflx)Gnd Ea 14.000 203 662 6001 Wk Zn Pav Mrk Non-Remov (W)4"(Brk) Lf 2,940.000 204 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 15,006.000 205 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 12,749.000 206 662 6051 Wk Zn Pav Mrk Remov (Refl) Ty Ii-A-A Lf 8.000 207 662 6052 Wk Zn Pav Mrk Remov (Refl) Ty Ii-C-R Ea 20.000 208 662 6060 Wk Zn Pav Mrk Remov (W)4"(Brk) Lf 41,965.000 209 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 229,077.000 210 662 6069 Wk Zn Pav Mrk Remov (W)8"(Dot) Lf 1,455.000 211 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 127.000 212 662 6080 Wk Zn Pav Mrk Remov (W)(Arrow) Ea 13.000 213 662 6090 Wk Zn Pav Mrk Remov (W)(Word) Ea 2.000 214 662 6092 Wk Zn Pav Mrk Remov (W)36"(Yld Tri) Ea 12.000 215 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 205,595.000 216 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty W Ea 4,467.000 217 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty Y-2 Ea 1,490.000 218 666 6029 Refl Pav Mrk Ty I (W)8"(Dot)(090mil) Lf 30.000 219 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 8,841.000 220 666 6041 Refl Pav Mrk Ty I (W)12"(Sld)(090mil) Lf 3,975.000 221 666 6101 Ref Pav Mrk Ty I(W)36"(Yld Tri)(090mil) Ea 3.000 222 666 6224 Pavement Sealer 4" Lf 31,822.000 223 666 6299 Re Pm W/Ret Req Ty I (W)4"(Brk)(090mil) Lf 9,428.000 224 666 6302 Re Pm W/Ret Req Ty I (W)4"(Sld)(090mil) Lf 51,323.000 225 666 6314 Re Pm W/Ret Req Ty I (Y)4"(Sld)(090mil) Lf 48,729.000 226 666 6349 Refl Pav Mrk Ty I (W)12"(Dot)(090mil) Lf 1,647.000 227 668 6076 Prefab Pav Mrk Ty C (W) (24") (Sld) Lf 266.000 228 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 27.000 229 668 6078 Prefab Pav Mrk Ty C (W) (Dbl Arrow) Ea 5.000 230 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 15.000 231 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 30.000 232 672 6010 Refl Pav Mrkr Ty Ii-C-R Ea 1,274.000 233 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 65,184.000 234 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 5.000 235 678 6001 Pav Surf Prep For Mrk (4") Lf 31,822.000 236 681 6001 Temp Traf Signals Ea 2.000 237 690 6001 Removal Of Conduit Lf 7,040.000 238 690 6009 Removal Of Cables Lf 15,310.000 239 780 6010 Cnc Crack Repair (Discrete)(Surf Seal) Lf 97.000 240 3023 6001 Terminal Anchor Joint Cont Reinf Cy 186.500 241 3076 6001 D-Gr Hma Ty-B Pg64-22 Ton 16,142.000 242 3076 6066 Tack Coat Gal 4,328.000 243 3077 6065 Sp Mixes Sp-D Sac-A Pg76-22 Ton 18,241.000 244 3077 6075 Tack Coat Gal 9,543.000 245 3085 6001 Underseal Course Gal 15,032.000 246 4021 6001 Tip Testing(Drill Shaft) Ea 37.000 247 4075 6001 Wick Drains Lf 1,420,607.000 248 4180 6001 Well Pointing Lf 11,800.000 249 5001 6002 Geogrid Base Reinforcement (Ty Ii) Sy 131,962.000 250 5124 6001 Settlement Gauge Ea 8.000 251 6001 6001 Portable Changeable Message Sign Day 77.000 252 6001 6002 Portable Changeable Message Sign Ea 12.000 253 6010 6002 Cctv Field Equipment (Digital) Ea 5.000 254 6010 6004 Cctv Mount (Pole) Ea 5.000 255 6027 6008 Ground Box (Prepare) Ea 6.000 256 6064 6039 Its Pole (50 Ft)(130 Mph) Ea 5.000 257 6064 6080 Its Pole Mnt Cab (Ty 2)(Conf 1) Ea 5.000 258 6156 6008 Replace Led High Mast Illum Assembblies Ea 3.000 259 6162 6007 Relocate High Mast Lighting (150 Ft) Ea 3.000 260 6185 6002 Tma (Stationary) Day 122.000 261 6185 6003 Tma (Mobile Operation) Hr 1,695.000 262 6247 6005 Install Of Cellular Modem Ea 5.000 263 6302 6005 Temp Q-Detect Sys Ea 3.000 264 6306 6006 Vivds Temporary Ea 2.000 265

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.