Freeway Operational Improvements

100 6002 Preparing Row Sta 159.260 1 105 6036 Removing Stab Base & Asph Pav(15"-20") Sy 5,438.000 2 105 6059 Removing Stab Base & Asph Pav(13"-18") Sy 35,457.000 3 105 6072 Removing Stab Base & Asph Pav(26"-32") Sy 4,479.000 4 110 6001 Excavation (Roadway) Cy 40,584.000 5 110 6002 Excavation (Channel) Cy 1,465.000 6 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 23,773.000 7 132 6005 Embankment (Final)(Ord Comp)(Ty c) Cy 33,267.000 8 132 6036 Emb(Fnl)(Dc)(Tye)(Csbe)(Rwall Fnd Impr Cy 600.000 9 160 6003 Furnishing And Placing Topsoil (4") Sy 66,192.000 10 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 33,098.000 11 164 6041 Drill Seeding (Temp) (Warm) Sy 33,098.000 12 164 6043 Drill Seeding (Temp) (Cool) Sy 44,127.000 13 168 6001 Vegetative Watering Mg 1,986.000 14 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 66,192.000 15 247 6366 Fl Bs (Cmp In Plc)(Ty a Gr 5)(Fnal Pos) Cy 23,871.000 16 310 6001 Prime Coat (Multi Option) Gal 15,774.000 17 340 6239 d-Gr Hma(Sq) Ty-b Sac-b Pg64-22 Ton 13,105.000 18 340 6272 Tack Coat Gal 12,709.000 19 342 6002 Pfc (Asphalt) Pg76-22 Ton 236.000 20 342 6006 Pfc-c (Aggregate)(Pg76 Mix) Sac-a Ton 3,725.000 21 347 6002 Tom-c (Aggregate) Sac-a Ton 2,996.000 22 347 6003 Tom (Asphalt) Pg 70-22 Ton 213.000 23 347 6008 Tack Coat Gal 4,357.000 24 354 6001 Plan & Text Asph Conc Pav(0" To 1") Sy 5,226.000 25 354 6002 Plan & Text Asph Conc Pav(0" To 2") Sy 12,000.000 26 400 6005 Cem Stabil Bkfl Cy 53.000 27 400 6006 Cut & Restoring Pav Sy 4.000 28 400 6008 Cut & Restore Asph Paving Sy 250.000 29 402 6001 Trench Excavation Protection Lf 4,247.000 30 403 6001 Temporary Spl Shoring Sf 3,706.000 31 416 6002 Drill Shaft (24 In) Lf 510.000 32 416 6004 Drill Shaft (36 In) Lf 110.000 33 416 6023 Drill Shaft (Sign Mts) (54 In) Lf 26.000 34 416 6026 Drill Shaft (High Mast Pole) (60 In) Lf 760.000 35 420 6013 Cl c Conc (Abut) Cy 36.000 36 420 6029 Cl c Conc (Cap) Cy 30.000 37 420 6037 Cl c Conc (Column) Cy 13.200 38 420 6066 Cl c Conc (Rail Foundation) Cy 269.000 39 420 6074 Cl c Conc (Misc) Cy 8.400 40 422 6007 Reinf Conc Slab (Slab Beam) Sf 8,092.000 41 422 6015 Approach Slab Cy 100.000 42 423 6027 Retaining Wall (Mse) (Brick Scheme) Sf 14,134.000 43 425 6011 Prestr Conc Slab Beam (4sb15) Lf 1,028.000 44 425 6012 Prestr Conc Slab Beam (5sb15) Lf 771.000 45 432 6001 Riprap (Conc)(4 In) Cy 84.000 46 432 6006 Riprap (Conc)(Cl b) Cy 281.000 47 432 6008 Riprap (Conc)(Cl b)(Rr8&Rr9) Cy 45.000 48 432 6026 Riprap (Stone Common)(Dry)(18 In) Cy 3,432.000 49 432 6033 Riprap (Stone Protection)(18 In) Cy 494.000 50 432 6045 Riprap (Mow Strip)(4 In) Cy 81.000 51 432 6046 Riprap (Mow Strip)(5 In) Cy 46.000 52 442 6007 Str Steel (Misc Non - Bridge) Lb 322.000 53 450 6023 Rail (Ty Sstr) Lf 251.400 54 450 6054 Rail (Ty Sstr) (w/Drain Slots) Lf 9,456.700 55 450 6113 Rail (Ty Pr11)(Mod) Lf 1,225.800 56 454 6003 Armor Joint Lf 116.000 57 460 6003 Cmp (Gal Stl 24 In) Lf 144.000 58 462 6063 Conc Box Culv (8 Ft x 4 Ft)(Extend) Lf 256.600 59 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 349.000 60 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 4,523.000 61 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 6,849.000 62 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 450.000 63 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 25.000 64 464 6030 Rc Pipe (Arch)(Cl Iii)(Des 1) Lf 135.000 65 464 6032 Rc Pipe (Arch)(Cl Iii)(Des 3) Lf 166.000 66 465 6005 Jctbox(Compl)(Pjb)(3ftx3ft) Ea 3.000 67 465 6016 Inlet (Compl)(Pco)(3ft)(Both) Ea 37.000 68 465 6032 Inlet (Compl)(Pcu)(3ft)(Both) Ea 18.000 69 465 6045 Inlet (Compl)(Pmbd)(4ft) Ea 2.000 70 465 6130 Inlet (Compl)(Psl)(Fg)(3ftx5ft-3ftx5ft) Ea 8.000 71 465 6159 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-3ftx3ft) Ea 7.000 72 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 1.000 73 467 6348 Set (Ty Ii) (18 In) (Cmp) (6: 1) (p) Ea 6.000 74 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 3.000 75 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 3.000 76 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 1.000 77 467 6545 Set (Ty Ii) (Des 3) (Rcp) (6: 1) (p) Ea 4.000 78 496 6005 Remov Str (Wingwall) Ea 3.000 79 496 6008 Remov Str (Box Culvert) Lf 284.000 80 500 6001 Mobilization Ls 1.000 81 502 6001 Barricades, Signs And Traffic Handling Mo 13.000 82 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 1,518.000 83 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 193.000 84 506 6011 Rock Filter Dams (Remove) Lf 1,711.000 85 506 6020 Construction Exits (Install) (Ty 1) Sy 2,025.000 86 506 6038 Temp Sedmt Cont Fence (Install) Lf 8,208.000 87 506 6039 Temp Sedmt Cont Fence (Remove) Lf 8,008.000 88 508 6001 Constructing Detours Sy 13,338.000 89 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 7,933.000 90 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 2,045.000 91 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 140.000 92 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 6,618.000 93 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 1,340.000 94 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 40.000 95 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 3,057.000 96 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 1,340.000 97 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 20.000 98 529 6007 Conc Curb & Gutter (Ty i) Lf 9,840.000 99 529 6008 Conc Curb & Gutter (Ty Ii) Lf 14,851.000 100 530 6004 Driveways (Conc) Sy 1,075.000 101 530 6005 Driveways (Acp) Sy 1,580.000 102 531 6002 Conc Sidewalks (5") Sy 11,433.000 103 531 6004 Curb Ramps (Ty 1) Ea 3.000 104 531 6005 Curb Ramps (Ty 2) Ea 1.000 105 531 6010 Curb Ramps (Ty 7) Ea 2.000 106 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 1,464.000 107 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 2.000 108 540 6018 Mtl Bm Gd Fen Trans (Non - Sym) Ea 4.000 109 540 6028 Downstream Anchor Terminal Sect (Ty Iv) Ea 3.000 110 542 6001 Remove Metal Beam Guard Fence Lf 2,691.000 111 542 6003 Remove Downstream Anchor Terminal Ea 7.000 112 544 6001 Guardrail End Treatment (Install) Ea 8.000 113 544 6002 Guardrail End Treatment (Move & Reset) Ea 1.000 114 544 6003 Guardrail End Treatment (Remove) Ea 7.000 115 545 6003 Crash Cush Atten (Move & Reset) Ea 1.000 116 545 6005 Crash Cush Atten (Remove) Ea 3.000 117 545 6013 Crash Cush Atten (Instl)(r)(n)(Tl3) Ea 1.000 118 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 5.000 119 556 6006 Pipe Underdrains (Ty 6) (6") Lf 2,050.000 120 556 6007 Pipe Underdrains (Ty 7) (6") Lf 13,648.000 121 560 6005 Mailbox Install-d (Twg-Post) Ty 2 Ea 2.000 122 610 6009 Remove Rd Il Asm (Trans-Base) Ea 32.000 123 613 6005 Hi Mst Il Pole (150 Ft)( 80 Mph) Ea 28.000 124 618 6023 Condt (Pvc) (Sch 40) (2") Lf 13,676.000 125 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 1,782.000 126 618 6027 Condt (Pvc) (Sch 40) (2 1/2") Lf 2,964.000 127 618 6029 Condt (Pvc) (Sch 40) (3") Lf 42,746.000 128 618 6030 Condt (Pvc) (Sch 40) (3") (Bore) Lf 428.000 129 618 6031 Condt (Pvc) (Sch 40) (3") (Conc Encse) Lf 1,383.000 130 618 6074 Condt (Rm) (3") Lf 959.000 131 618 6075 Condt (Rm) (3") (Bore) Lf 4,247.000 132 620 6002 Elec Condr (No.14) Insulated Lf 25,645.000 133 620 6007 Elec Condr (No.8) Bare Lf 13,461.000 134 620 6008 Elec Condr (No.8) Insulated Lf 26,922.000 135 620 6011 Elec Condr (No.4) Bare Lf 15,915.000 136 620 6012 Elec Condr (No.4) Insulated Lf 32,230.000 137 624 6001 Ground Box Ty a (122311) Ea 28.000 138 624 6002 Ground Box Ty a (122311)w/Apron Ea 30.000 139 624 6010 Ground Box Ty d (162922)w/Apron Ea 57.000 140 628 6002 Remove Electrical Services Ea 3.000 141 628 6009 Elc Srv Ty a 120/240 060(Ns)Ss(e)Sp(o) Ea 10.000 142 628 6131 Elc Srv Ty d 120/240 060(Ns)Gs(n)Sp(o) Ea 6.000 143 636 6003 Aluminum Signs (Ty o) Sf 574.500 144 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 28.000 145 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 10.000 146 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 1.000 147 644 6037 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Wc) Ea 1.000 148 644 6050 In Sm Rd Sn Sup&Am Tys80(2)Sa(p) Ea 1.000 149 644 6076 Remove Sm Rd Sn Sup&Am Ea 64.000 150 644 6092 In Sm Rd Sn Sup & Am Tytwt(1)Wa(p)(3ft) Ea 12.000 151 647 6001 Install Lrss (Struct Steel) Lb 2,651.100 152 647 6002 Relocate Lrsa Ea 4.000 153 647 6003 Remove Lrsa Ea 4.000 154 650 6032 Ins Oh Sn Sup(30 Ft Cant) Ea 2.000 155 650 6045 Ins Oh Sn Sup(40 Ft Cant) Ea 1.000 156 650 6206 Rem & Relocate Ovhd Sign & Sup Ea 2.000 157 658 6026 Instl Del Assm (d-Sy)Sz (Brf)Ctb Ea 71.000 158 658 6028 Instl Del Assm (d-Sy)Sz (Brf)Gf1 Ea 62.000 159 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 42.000 160 662 6001 Wk Zn Pav Mrk Non-Remov (w)4"(Brk) Lf 2,970.000 161 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 14,694.000 162 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 11,088.000 163 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 14,419.000 164 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 1,120.000 165 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 7,034.000 166 662 6071 Wk Zn Pav Mrk Remov (w)8"(Sld) Lf 3,843.000 167 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 21,155.000 168 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 13,203.000 169 666 6039 Refl Pav Mrk Ty i (w)12"(Lndp)(100mil) Lf 648.000 170 666 6042 Refl Pav Mrk Ty i (w)12"(Sld)(100mil) Lf 1,210.000 171 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 265.000 172 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 2.000 173 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 5,588.000 174 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 24,194.000 175 666 6306 Re Pm w/Ret Req Ty i (w)6"(Brk)(100mil) Lf 1,800.000 176 666 6313 Re Pm w/Ret Req Ty i (y)4"(Sld)(060mil) Lf 3,941.000 177 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 1,215.000 178 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 54,727.000 179 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 500.000 180 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 100.000 181 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 100.000 182 730 6107 Full - Width Mowing Cyc 2.000 183 734 6002 Litter Removal Cyc 2.000 184 3076 6002 d-Gr Hma Ty-b Sac-b Pg64-22 Ton 22,777.000 185 3076 6048 d-Gr Hma Ty-d Pg76-22 Ton 6,220.000 186 3076 6066 Tack Coat Gal 6,037.000 187 3085 6001 Underseal Course Gal 6,829.000 188 6000 6003 Replace Above-Ground Conduit Lf 5.000 189 6001 6002 Portable Changeable Message Sign Ea 2.000 190 6003 6001 Its System Support Equipment Ls 1.000 191 6007 6011 Fiber Optic Cbl (Sngle-Mode)(12 Fiber) Lf 94,253.000 192 6007 6023 Fiber Optic Patch Panel (12 Position) Ea 19.000 193 6008 6039 Its Grnd Mnt Cab (Ty 6) (Conf 1) Ea 1.000 194 6010 6001 Cctv Field Equipment (Analog) Ea 2.000 195 6016 6006 Its Multi-Duct Cnd (Pvc-40) Lf 34,218.000 196 6016 6007 Its Multi-Duct Cnd (Pvc-40)(Bore) Lf 5,268.000 197 6016 6013 Its Multi-Duct Cnd (Rmc) Lf 626.000 198 6016 6015 Fiber Optic Cable Road Marker Ea 41.000 199 6029 6001 Radar Vehicle Sensing Device Ea 8.000 200 6064 6001 Its Pole (20 Ft)(90 Mph) Ea 4.000 201 6064 6010 Its Pole (30 Ft)(90 Mph) Ea 3.000 202 6064 6055 Its Pole (60 Ft)(90 Mph) Ea 2.000 203 6064 6072 Its Pole Mnt Cab (Ty 1)(Conf 1) Ea 7.000 204 6064 6080 Its Pole Mnt Cab (Ty 2)(Conf 1) Ea 2.000 205 6079 6002 Auto Port Smrt Trf Monitor Sys (Plan 1) Day 100.000 206 6093 6018 Remov Exist Wireless Ethrnet Radio Lnk Ea 3.000 207 6142 6001 Bluetooth Detection System Ea 4.000 208 6147 6001 Install Of Road Weather Info System Ea 1.000 209 6156 6002 Led Hi Mst Il Asm (6 Fixt)(Asym)(Ty a) Ea 28.000 210 6185 6002 Tma (Stationary) Day 1.000 211 6185 6005 Tma (Mobile Operation) Day 1.000 212 6186 6006 Its Gnd Box(Pcast) Ty 1 (243660)w/Aprn Ea 71.000 213 7060 6016 Bypass Pumping Nbfr Ls 1.000 214 7060 6021 Trench Excav Safe Protect Sys (All Dth) Lf 302.000 215 7060 6024 Pipe 8" Dia Pvc Sdr26 Type Lf 130.000 216 7060 6044 Pipe 21" Dia Pvc Sdr26 Type Lf 172.000 217 7060 6045 Connection To Existing Effluent Line Ea 2.000 218 7060 6046 Connection To Existing Wastewater Mh Ea 1.000 219 7060 6047 Gate Valves (8") Ea 1.000 220 7060 6048 Ductile Iron Fittings Ton 0.170 221 7060 6049 Manhole (San Sewer)(5ft Dia) Ea 2.000 222

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.