Construct 4-Lane Overpasses at Ross Rd and Kellam

100 6001 Preparing Row Ac 1.850 1 100 6002 Preparing Row Sta 112.000 2 104 6001 Removing Conc (Pav) Sy 2,144.000 3 104 6009 Removing Conc (Riprap) Sy 3,624.000 4 104 6017 Removing Conc (Driveways) Sy 2,096.000 5 104 6023 Removing Conc (Ctb) Lf 5,916.000 6 104 6037 Remove Conc (Rail) Lf 959.000 7 104 6044 Removing Conc (Flume) Sy 153.000 8 104 6064 Removing Conc (Misc) Cy 51.000 9 105 6037 Removing Stab Base And Asph Pav(0"-16") Sy 81,557.000 10 110 6001 Excavation (Roadway) Cy 122,907.200 11 110 6002 Excavation (Channel) Cy 23,803.000 12 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 318,158.200 13 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 87,220.000 14 132 6047 Embankment (Final)(Ord Comp)(Ty c1) Cy 58,335.000 15 160 6003 Furnishing And Placing Topsoil (4") Sy 318,519.000 16 162 6002 Block Sodding Sy 1,512.000 17 164 6001 Broadcast Seed (Perm) (Rural) (Sandy) Sy 318,519.000 18 164 6041 Drill Seeding (Temp) (Warm) Sy 318,519.000 19 164 6043 Drill Seeding (Temp) (Cool) Sy 318,519.000 20 166 6001 Fertilizer Ac 66.000 21 168 6001 Vegetative Watering Mg 7,903.000 22 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 318,519.000 23 247 6366 Fl Bs (Cmp In Plc)(Ty a Gr 5)(Fnal Pos) Cy 1,610.000 24 247 6382 Fl Bs (Cmp In Plc)(Ty a Gr 5)(8") Sy 58,332.000 25 260 6002 Lime (Hydrated Lime (Slurry)) Ton 58.100 26 260 6007 Lime Trt (New Base) (6") Sy 2,466.000 27 260 6015 Lime Trt (New Base)(8") Sy 55,554.000 28 275 6001 Cement Ton 41.800 29 275 6003 Cement Treat (New Base) (6") Sy 89,128.000 30 310 6001 Prime Coat (Multi Option) Gal 18,098.000 31 340 6011 d-Gr Hma(Sq) Ty-b Pg64-22 Ton 322.000 32 347 6001 Tom (Asphalt) Pg 76-22 Ton 3,578.000 33 347 6002 Tom-c (Aggregate) Sac-a Ton 264.000 34 347 6006 Tom - c (Aggregate) Sac - b Ton 178.000 35 347 6008 Tack Coat Gal 97.000 36 354 6001 Plan & Text Asph Conc Pav(0" To 1") Sy 11,381.000 37 360 6005 Conc Pvmt (Cont Reinf - Crcp) (11") Sy 82,051.000 38 400 6001 Struct Excav Cy 20,414.000 39 400 6005 Cem Stabil Bkfl Cy 26,649.000 40 400 6008 Cut & Restore Asph Paving Sy 140.000 41 402 6001 Trench Excavation Protection Lf 14,837.000 42 403 6001 Temporary Spl Shoring Sf 6,025.000 43 416 6002 Drill Shaft (24 In) Lf 53.000 44 416 6003 Drill Shaft (30 In) Lf 3,200.000 45 416 6004 Drill Shaft (36 In) Lf 7,580.000 46 416 6015 Drill Shaft (Non - Reinforced) (12 In) Lf 6.000 47 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 130.000 48 416 6031 Drill Shaft (Trf Sig Pole) (30 In) Lf 242.000 49 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 42.000 50 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 154.000 51 420 6013 Cl c Conc (Abut) Cy 249.600 52 420 6019 Cl c Conc (Abut)(Extend) Cy 18.600 53 420 6029 Cl c Conc (Cap) Cy 237.500 54 420 6037 Cl c Conc (Column) Cy 319.400 55 420 6043 Cl c Conc (Footing) Cy 839.700 56 420 6068 Cl c Conc (Sign Column) Cy 249.500 57 420 6074 Cl c Conc (Misc) Cy 53.700 58 420 6134 Cl c Conc (Sign Footing) Cy 76.800 59 420 6166 Cl c Conc (Tie Beam) Cy 380.700 60 422 6001 Reinf Conc Slab Sf 46,800.000 61 422 6003 Reinf Conc Slab (Extend Slab) Sf 11,137.000 62 422 6015 Approach Slab Cy 307.000 63 423 6001 Retaining Wall (Mse) Sf 128,429.000 64 425 6036 Prestr Conc Girder (Tx34) Lf 1,482.000 65 425 6039 Prestr Conc Girder (Tx54) Lf 5,820.200 66 429 6007 Conc Str Repair (Vertical & Overhead) Sf 61.600 67 432 6001 Riprap (Conc)(4 In) Cy 438.000 68 432 6002 Riprap (Conc)(5 In) Cy 897.000 69 432 6003 Riprap (Conc)(6 In) Cy 29.000 70 432 6029 Riprap (Stone Common)(Grout)(8 In) Cy 1,180.000 71 432 6033 Riprap (Stone Protection)(18 In) Cy 7,306.000 72 432 6036 Riprap (Stone Protection)(30 In) Cy 1,550.000 73 432 6045 Riprap (Mow Strip)(4 In) Cy 521.000 74 438 6008 Cleaning And Sealing Joints (Cl 7) Lf 104.000 75 442 6008 Str Steel (Miscellaneous Bridge) Lb 28,053.000 76 450 6016 Rail (Ty t552) Lf 770.000 77 450 6023 Rail (Ty Sstr) Lf 10,774.600 78 450 6047 Rail (Handrail)(Ty a) Lf 1,774.000 79 454 6001 Sealed Expansion Joint (4 In) (Sej - a) Lf 440.000 80 454 6004 Armor Joint (Sealed) Lf 30.000 81 462 6005 Conc Box Culv (4 Ft x 4 Ft) Lf 51.000 82 462 6010 Conc Box Culv (6 Ft x 3 Ft) Lf 336.000 83 462 6011 Conc Box Culv (6 Ft x 4 Ft) Lf 1,095.000 84 462 6014 Conc Box Culv (7 Ft x 3 Ft) Lf 976.000 85 462 6019 Conc Box Culv (8 Ft x 4 Ft) Lf 764.000 86 462 6020 Conc Box Culv (8 Ft x 5 Ft) Lf 73.000 87 462 6029 Conc Box Culv (10 Ft x 5 Ft) Lf 66.000 88 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 622.000 89 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 19,538.000 90 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 3,387.000 91 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 923.000 92 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 64.000 93 464 6017 Rc Pipe (Cl Iv)(18 In) Lf 482.000 94 464 6018 Rc Pipe (Cl Iv)(24 In) Lf 171.000 95 464 6025 Rc Pipe (Cl v)(18 In) Lf 782.000 96 465 6002 Manh (Compl)(Prm)(48in) Ea 16.000 97 465 6003 Manh (Compl)(Prm)(60in) Ea 52.000 98 465 6021 Inlet (Compl)(Pco)(5ft)(None) Ea 36.000 99 465 6022 Inlet (Compl)(Pco)(5ft)(Left) Ea 20.000 100 465 6023 Inlet (Compl)(Pco)(5ft)(Right) Ea 26.000 101 465 6133 Inlet (Compl)(Psl)(Fg)(4ftx5ft-3ftx5ft) Ea 30.000 102 465 6136 Inlet (Compl)(Psl)(Fg)(5ftx5ft-3ftx5ft) Ea 12.000 103 465 6154 Inlet (Compl)(Pazd)(Rc)(5ftx5ft) Ea 16.000 104 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 2.000 105 465 6225 Jct Box (Compl)(Spl) Ea 2.000 106 465 6235 Inlet (Compl)(Rwi)(Ty i) Ea 49.000 107 465 6236 Inlet (Compl)(Rwi)(Ty Ii) Ea 2.000 108 465 6257 Inlet(Compl)(Wall)(Spl) Ea 21.000 109 466 6132 Headwall (Ch - Pw - s) (Dia= 30 In) Ea 1.000 110 466 6167 Wingwall (Fw - s) (Hw=6 Ft) Ea 1.000 111 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 6.000 112 467 6005 Set (Ty i) (24 In) (3: 1) (c) Ea 16.000 113 467 6008 Set (Ty i) (30 In) (3: 1) (c) Ea 3.000 114 467 6054 Set (Ty i)(s=10 Ft)(Hw=5ft)(6:1)(p) Ea 2.000 115 467 6147 Set (Ty i)(s= 4 Ft)(Hw= 4 Ft)(6:1) (p) Ea 2.000 116 467 6257 Set (Ty i)(s= 7 Ft)(Hw= 7 Ft)(4:1) (c) Ea 1.000 117 467 6278 Set (Ty i)(s= 8 Ft)(Hw= 5 Ft)(6:1) (p) Ea 2.000 118 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 2.000 119 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 2.000 120 467 6460 Set (Ty Ii) (42 In) (Cmp) (6: 1) (p) Ea 4.000 121 496 6002 Remov Str (Inlet) Ea 5.000 122 496 6003 Remov Str (Manhole) Ea 5.000 123 496 6007 Remov Str (Pipe) Lf 3,290.000 124 496 6008 Remov Str (Box Culvert) Lf 850.000 125 496 6013 Remov Str (Bridge Slab) Ea 1.000 126 496 6017 Remov Str (Abutment) Ea 2.000 127 496 6043 Remov Str (Small Fence) Lf 11,779.000 128 500 6001 Mobilization Ls 1.000 129 502 6001 Barricades, Signs And Traffic Handling Mo 31.000 130 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 120.000 131 506 6011 Rock Filter Dams (Remove) Lf 120.000 132 506 6020 Construction Exits (Install) (Ty 1) Sy 280.000 133 506 6024 Construction Exits (Remove) Sy 280.000 134 506 6038 Temp Sedmt Cont Fence (Install) Lf 26,377.000 135 506 6039 Temp Sedmt Cont Fence (Remove) Lf 26,377.000 136 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 4,051.000 137 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 4,051.000 138 508 6001 Constructing Detours Sy 20,577.000 139 512 6005 Port Ctb (Fur & Inst)(f-Shape)(Ty 1) Lf 6,810.000 140 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 560.000 141 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 160.000 142 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 12,630.000 143 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 960.000 144 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 160.000 145 512 6053 Port Ctb (Remove)(f-Shape)(Ty 1) Lf 6,810.000 146 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 560.000 147 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 160.000 148 529 6008 Conc Curb & Gutter (Ty Ii) Lf 25,692.000 149 530 6004 Driveways (Conc) Sy 8,322.000 150 531 6003 Conc Sidewalks (6") Sy 11,694.000 151 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 6,126.000 152 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 21.000 153 540 6016 Downstream Anchor Terminal Section Ea 15.000 154 542 6001 Remove Metal Beam Guard Fence Lf 113.000 155 544 6001 Guardrail End Treatment (Install) Ea 20.000 156 545 6003 Crash Cush Atten (Move & Reset) Ea 8.000 157 545 6005 Crash Cush Atten (Remove) Ea 5.000 158 545 6013 Crash Cush Atten (Instl)(r)(n)(Tl3) Ea 5.000 159 556 6006 Pipe Underdrains (Ty 6) (6") Lf 9,165.000 160 610 6104 In Rd Il (u/p) (Ty 1) (150w Eq) Led Ea 16.000 161 610 6198 In Rd Il (Ty Sa) 40b-8 (250w Eq) Led Ea 1.000 162 610 6214 In Rd Il (Ty Sa) 40t-8 (250w Eq) Led Ea 13.000 163 618 6023 Condt (Pvc) (Sch 40) (2") Lf 215.000 164 618 6046 Condt (Pvc) (Sch 80) (2") Lf 5,146.000 165 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 750.000 166 618 6053 Condt (Pvc) (Sch 80) (3") Lf 750.000 167 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 3,260.000 168 618 6058 Condt (Pvc) (Sch 80) (4") Lf 1,170.000 169 618 6062 Condt (Rm) (3/4") Lf 472.000 170 618 6070 Condt (Rm) (2") Lf 130.000 171 620 6003 Elec Condr (No.12) Bare Lf 476.000 172 620 6004 Elec Condr (No.12) Insulated Lf 952.000 173 620 6007 Elec Condr (No.8) Bare Lf 10,020.000 174 620 6008 Elec Condr (No.8) Insulated Lf 9,410.000 175 620 6009 Elec Condr (No.6) Bare Lf 770.000 176 620 6010 Elec Condr (No.6) Insulated Lf 1,540.000 177 620 6011 Elec Condr (No.4) Bare Lf 405.000 178 620 6012 Elec Condr (No.4) Insulated Lf 1,215.000 179 621 6005 Tray Cable (4 Condr) (12 Awg) Lf 8,920.000 180 624 6001 Ground Box Ty a (122311) Ea 6.000 181 624 6002 Ground Box Ty a (122311)w/Apron Ea 15.000 182 624 6010 Ground Box Ty d (162922)w/Apron Ea 28.000 183 628 6002 Remove Electrical Services Ea 2.000 184 628 6041 Elc Srv Ty a 240/480 060(Ns)Ss(e)Gc(o) Ea 4.000 185 628 6188 Elc Srv Ty d 120/240 070(Ns)Ss(e)Sp(o) Ea 2.000 186 628 6267 Elc Srv Ty d 120/240 125(Ns)Ss(n)Tp(o) Ea 1.000 187 636 6001 Aluminum Signs (Ty a) Sf 1,164.000 188 636 6002 Aluminum Signs (Ty g) Sf 777.000 189 636 6003 Aluminum Signs (Ty o) Sf 763.000 190 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 1.000 191 644 6002 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p-Bm) Ea 2.000 192 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 26.000 193 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 4.000 194 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 5.000 195 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 35.000 196 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 11.000 197 644 6064 In Bridge Mnt Clearance Sgn Assm(Ty n) Ea 8.000 198 644 6084 In Srss & Am (Rail)(90 Mph)(t Mount) Ea 1.000 199 647 6001 Install Lrss (Struct Steel) Lb 2,599.000 200 650 6032 Ins Oh Sn Sup(30 Ft Cant) Ea 4.000 201 650 6089 Ins Oh Sn Sup(80 Ft Brdg) Ea 3.000 202 650 6204 Remove Overhd Sign Sup Ea 1.000 203 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 19,512.000 204 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 24,079.000 205 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 24,395.000 206 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 10,788.000 207 666 6041 Refl Pav Mrk Ty i (w)12"(Sld)(090mil) Lf 1,372.000 208 666 6047 Refl Pav Mrk Ty i (w)24"(Sld)(090mil) Lf 469.000 209 666 6053 Refl Pav Mrk Ty i (w)(Arrow)(090mil) Ea 16.000 210 666 6056 Refl Pav Mrk Ty i(w)(Dbl Arrow)(090mil) Ea 8.000 211 666 6062 Refl Pav Mrk Ty i(w)(Uturn Arw)(090mil) Ea 8.000 212 666 6077 Refl Pav Mrk Ty i (w)(Word)(090mil) Ea 24.000 213 666 6101 Ref Pav Mrk Ty i(w)36"(Yld Tri)(090mil) Ea 44.000 214 666 6299 Re Pm w/Ret Req Ty i (w)4"(Brk)(090mil) Lf 8,904.000 215 666 6302 Re Pm w/Ret Req Ty i (w)4"(Sld)(090mil) Lf 24,636.000 216 666 6314 Re Pm w/Ret Req Ty i (y)4"(Sld)(090mil) Lf 27,498.000 217 672 6007 Refl Pav Mrkr Ty i-c Ea 195.000 218 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 107.000 219 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 450.000 220 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 20,670.000 221 680 6003 Install Hwy Trf Sig (System) Ea 2.000 222 680 6004 Removing Traffic Signals Ea 2.000 223 681 6001 Temp Traf Signals Ea 2.000 224 682 6001 Veh Sig Sec (12")Led(Grn) Ea 40.000 225 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 4.000 226 682 6003 Veh Sig Sec (12")Led(Yel) Ea 40.000 227 682 6005 Veh Sig Sec (12")Led(Red) Ea 40.000 228 682 6017 Ped Sig Sec (Led)(2 Indications) Ea 24.000 229 682 6018 Ped Sig Sec (Led)(Countdown) Ea 24.000 230 682 6023 Back Plate (12")(3 Sec) Ea 36.000 231 682 6024 Back Plate (12")(4 Sec) Ea 4.000 232 684 6007 Trf Sig Cbl (Ty a)(12 Awg)(2 Condr) Lf 6,490.000 233 684 6009 Trf Sig Cbl (Ty a)(12 Awg)(4 Condr) Lf 6,615.000 234 684 6010 Trf Sig Cbl (Ty a)(12 Awg)(5 Condr) Lf 11,181.000 235 684 6012 Trf Sig Cbl (Ty a)(12 Awg)(7 Condr) Lf 1,296.000 236 685 6006 Remov Rdsd Flsh Bcn Am (Solar Pwrd) Ea 1.000 237 686 6035 Ins Trf Sig Pl Am(s)1 Arm(32')Lum Ea 2.000 238 686 6039 Ins Trf Sig Pl Am(s)1 Arm(36')Lum Ea 2.000 239 686 6043 Ins Trf Sig Pl Am(s)1 Arm(40')Lum Ea 1.000 240 686 6055 Ins Trf Sig Pl Am(s)1 Arm(50')Lum Ea 1.000 241 686 6059 Ins Trf Sig Pl Am(s)1 Arm(55')Lum Ea 3.000 242 686 6063 Ins Trf Sig Pl Am(s)1 Arm(60')Lum Ea 3.000 243 687 6001 Ped Pole Assembly Ea 10.000 244 688 6001 Ped Detect Push Button (Aps) Ea 24.000 245 688 6003 Ped Detector Controller Unit Ea 2.000 246 752 6003 Tree Trimming / Brush Removal Mi 1.000 247 752 6005 Tree Removal (4" - 12" Dia) Ea 32.000 248 752 6006 Tree Removal (12" - 18" Dia) Ea 1.000 249 752 6007 Tree Removal (18" - 24" Dia) Ea 1.000 250 772 6001 Post And Cable Fence (Removal) Lf 6,381.000 251 780 6004 Conc Crck Repr(Discrete)(Rout And Seal) Lf 193.000 252 784 6003 Rep Stl Bridge Member (Diaphragm) Ea 3.000 253 784 6034 Rep Stl Bridge Member(Straighten Memb) Ea 1.000 254 785 6011 Bridge Joint Replacement (Sej) Lf 416.000 255 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 28,009.000 256 3076 6038 d-Gr Hma Ty-d Pg64-22 (Level-Up) Ton 5,267.000 257 3076 6048 d-Gr Hma Ty-d Pg76-22 Ton 6,453.000 258 3076 6066 Tack Coat Gal 511.000 259 4014 6004 Intrlck Art Conc Blks w/Cable (6" Min) Sf 13,646.000 260 6001 6002 Portable Changeable Message Sign Ea 4.000 261 6025 6001 Radar Presence Detector Ea 12.000 262 6025 6002 Radar Presence Detector Comm Cable Lf 3,809.000 263 6057 6001 Radar Advanced Detection Device Ea 4.000 264 6058 6001 Bbu System (External Batt Cabinet) Ea 2.000 265 6062 6006 Its Radio (Sngl)(900 Mhz)-c-u Ea 2.000 266 6151 6001 Remove And Relocate Dms System Ea 1.000 267 7207 6014 Fire Hydrant Ea 8.000 268 7207 6016 Jack Bore Astm a134 Steel Min Thick 3/8 Lf 135.000 269 7207 6018 Pipe, 6" Dia. Di Class 350 (All Depths) Lf 80.000 270 7207 6025 Auto Combo Air And Vac Release Valve 2" Ea 2.000 271 7207 6034 Ductile Iron Fittings Ton 5.420 272 7207 6035 Valve(Gate)(6") Ea 10.000 273 7207 6045 Connect To Exist(16")(Wl Cut&Plug) Ea 4.000 274 7207 6059 Pipe(d.i.)(16")(Cl 250) Lf 80.000 275 7207 6066 Wet Connections, 16" Dia. x 16" Dia. Ea 2.000 276 7207 6068 Drain Valve Assemblies Ea 2.000 277 7207 6069 Valve, Gate Valve, 24" Dia Ea 5.000 278 7207 6070 Remove Existing Fire Hydrant Ea 7.000 279 7207 6071 Valve, Gate Valve, 16" Dia Ea 2.000 280 7207 6072 Pipe(24")(All Depths)(Incl Excav/Bfill) Lf 4,105.000 281 7207 6073 Steel Encase Pipe(36")w/Spacer,Open Cut Lf 185.000 282 7207 6074 Abandon 24" Pipe In Place(Grouting) Lf 3,800.000 283 7207 6075 Abandon 16" Pipe In Place(Grouting) Lf 150.000 284 7207 6076 Abandon & Remove Existing 24" Pipe Lf 890.000 285

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.