Construct New Roadway Lanes

100 6002 Preparing Row Sta 791.000 1 104 6021 Removing Conc (Curb) Lf 1,024.000 2 105 6013 Removing Stab Base & Asph Pav (9") Sy 341.000 3 110 6001 Excavation (Roadway) Cy 115,381.000 4 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 77,103.000 5 161 6017 Compost Manuf Topsoil (4") Sy 498,078.000 6 164 6009 Broadcast Seed (Temp) (Warm) Sy 249,040.000 7 164 6011 Broadcast Seed (Temp) (Cool) Sy 249,040.000 8 164 6021 Cell Fbr Mlch Seed(Perm)(Rural)(Sandy) Sy 498,078.000 9 168 6001 Vegetative Watering Mg 17,432.000 10 169 6004 Soil Retention Blankets (Cl 1) (Ty d) Sy 28,433.000 11 247 6041 Fl Bs (Cmp In Plc)(Tya Gr1-2)(Fnal Pos) Cy 58,594.000 12 260 6002 Lime (Hydrated Lime (Slurry)) Ton 1,078.000 13 260 6027 Lime Trt (Exst Matl)(8") Sy 64,218.000 14 275 6001 Cement Ton 2,681.000 15 275 6011 Cement Treat(Exist Matl)(8") Sy 192,494.000 16 310 6009 Prime Coat (Mc-30) Gal 23,538.000 17 315 6007 Fog Seal (Ms-2) Gal 8,760.000 18 316 6016 Asph (Ac-20xp) Gal 40,799.000 19 316 6021 Asph (Crs-1p) Gal 52,457.000 20 316 6029 Asph (Rc-250) Gal 29,146.000 21 316 6175 Aggr(Ty-b Gr-4 Sac-b) Cy 1,068.000 22 316 6177 Aggr(Ty-b Gr-5 Sac-b) Cy 1,022.000 23 316 6224 Aggr(Ty-Pb Gr-4 Sac-b) Cy 1,068.000 24 354 6024 Plane Asph Conc Pav(2" To 4") Sy 1,041.000 25 354 6045 Plane Asph Conc Pav (2") Sy 110,705.000 26 354 6057 Plane Asph Conc Pav (4") Sy 125,651.000 27 400 6006 Cut & Restoring Pav Sy 112.000 28 401 6001 Flowable Backfill Cy 134.000 29 402 6001 Trench Excavation Protection Lf 63.000 30 403 6001 Temporary Spl Shoring Sf 3,323.000 31 432 6002 Riprap (Conc)(5 In) Cy 3,570.000 32 432 6045 Riprap (Mow Strip)(4 In) Cy 190.000 33 462 6001 Conc Box Culv (3 Ft x 2 Ft) Lf 114.000 34 462 6008 Conc Box Culv (5 Ft x 4 Ft) Lf 76.000 35 462 6045 Conc Box Culv (3 Ft x 2 Ft)(Extend) Lf 123.000 36 462 6046 Conc Box Culv (3 Ft x 3 Ft)(Extend) Lf 74.000 37 462 6048 Conc Box Culv (4 Ft x 3 Ft)(Extend) Lf 12.000 38 462 6049 Conc Box Culv (4 Ft x 4 Ft)(Extend) Lf 86.000 39 462 6050 Conc Box Culv (5 Ft x 2 Ft)(Extend) Lf 14.000 40 462 6052 Conc Box Culv (5 Ft x 4 Ft)(Extend) Lf 32.000 41 462 6053 Conc Box Culv (5 Ft x 5 Ft)(Extend) Lf 52.000 42 462 6057 Conc Box Culv (6 Ft x 6 Ft)(Extend) Lf 91.000 43 462 6062 Conc Box Culv (7 Ft x 7 Ft)(Extend) Lf 115.000 44 462 6066 Conc Box Culv (8 Ft x 7 Ft)(Extend) Lf 38.000 45 462 6067 Conc Box Culv (8 Ft x 8 Ft)(Extend) Lf 323.000 46 462 6076 Conc Box Culv (10 Ft x 8 Ft)(Extend) Lf 39.000 47 462 6095 Conc Box Culv (6 Ft x 2 Ft) (Extend) Lf 32.000 48 462 6133 Conc Box Culv (5 Ft x 6.5 Ft)(Extend) Lf 110.000 49 462 6183 Conc Box Culv (10 Ft x 14 Ft)(Extend) Lf 43.000 50 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,683.000 51 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 50.000 52 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 18.000 53 466 6134 Headwall (Ch - Pw - s) (Dia= 36 In) Ea 1.000 54 466 6142 Wingwall (Fw - 0) (Hw=10 Ft) Ea 1.000 55 466 6155 Wingwall (Fw - 0) (Hw=8 Ft) Ea 1.000 56 466 6156 Wingwall (Fw - 0) (Hw=9 Ft) Ea 2.000 57 466 6171 Wingwall (Pw - 1) (Hw=10 Ft) Ea 8.000 58 466 6172 Wingwall (Pw - 1) (Hw=11 Ft) Ea 6.000 59 466 6173 Wingwall (Pw - 1) (Hw=12 Ft) Ea 4.000 60 466 6174 Wingwall (Pw - 1) (Hw=13 Ft) Ea 2.000 61 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 3.000 62 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 4.000 63 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 6.000 64 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 4.000 65 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 3.000 66 466 6184 Wingwall (Pw - 1) (Hw=9 Ft) Ea 8.000 67 467 6105 Set (Ty i)(s=3 Ft)(Hw=3ft)(3:1)(c) Ea 3.000 68 467 6106 Set (Ty i)(s=3 Ft)(Hw=3ft)(4:1)(c) Ea 1.000 69 467 6111 Set (Ty i)(s=3 Ft)(Hw= 4 Ft)(3:1)(c) Ea 2.000 70 467 6112 Set (Ty i)(s=3 Ft)(Hw= 4 Ft)(4:1)(c) Ea 4.000 71 467 6190 Set (Ty i)(s= 5 Ft)(Hw= 7 Ft)(3:1) (c) Ea 1.000 72 467 6193 Set (Ty i)(s= 5 Ft)(Hw= 8 Ft)(3:1) (c) Ea 1.000 73 467 6319 Set (Ty Ii) (12 In) (Cmp) (6: 1) (p) Ea 2.000 74 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 70.000 75 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 2.000 76 496 6004 Remov Str (Set) Ea 6.000 77 496 6005 Remov Str (Wingwall) Ea 65.000 78 496 6007 Remov Str (Pipe) Lf 339.000 79 496 6008 Remov Str (Box Culvert) Lf 236.000 80 500 6001 Mobilization Ls 1.000 81 502 6001 Barricades, Signs And Traffic Handling Mo 32.000 82 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 3,915.000 83 506 6011 Rock Filter Dams (Remove) Lf 3,915.000 84 506 6020 Construction Exits (Install) (Ty 1) Sy 6,084.000 85 506 6024 Construction Exits (Remove) Sy 6,084.000 86 506 6038 Temp Sedmt Cont Fence (Install) Lf 55,087.000 87 506 6039 Temp Sedmt Cont Fence (Remove) Lf 55,087.000 88 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 1,200.000 89 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,200.000 90 510 6002 One-Way Traf Cont (Pilot Car) Hr 1,475.000 91 510 6004 One-Way Traffic Control (Port Traf Sig) Day 60.000 92 512 6005 Port Ctb (Fur & Inst)(f-Shape)(Ty 1) Lf 600.000 93 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 11,100.000 94 512 6041 Port Ctb (Stkpl)(f-Shape)(Ty 1) Lf 1,350.000 95 512 6053 Port Ctb (Remove)(f-Shape)(Ty 1) Lf 600.000 96 529 6007 Conc Curb & Gutter (Ty i) Lf 791.000 97 530 6005 Driveways (Acp) Sy 3,367.000 98 533 6004 Rumble Strips (Centerline) Asphalt Lf 78,754.000 99 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 2,420.000 100 540 6014 Short Radius Lf 25.000 101 540 6015 Driveway Terminal Anchor Section Ea 1.000 102 540 6017 Mtl Bm Gd Fen (Long Span System) Lf 50.000 103 540 6020 Mtl w - Beam Gd Fen (Low Fill Culvert) Lf 200.000 104 544 6001 Guardrail End Treatment (Install) Ea 17.000 105 545 6003 Crash Cush Atten (Move & Reset) Ea 98.000 106 545 6004 Crash Cush Atten (Stkpl) Ea 10.000 107 545 6005 Crash Cush Atten (Remove) Ea 10.000 108 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 10.000 109 560 6011 Mailbox Install-s (Tww-Post) Ty 4 Ea 39.000 110 560 6012 Mailbox Install-d (Tww-Post) Ty 4 Ea 5.000 111 560 6013 Mailbox Install-m (Tww-Post) Ty 4 Ea 3.000 112 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 136.000 113 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 14.000 114 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 2.000 115 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 12.000 116 644 6076 Remove Sm Rd Sn Sup&Am Ea 134.000 117 658 6002 Instl Del Assm (d-Sw)Sz 1(Flx)Gnd(Bi) Ea 27.000 118 658 6049 Instl Om Assm (Om-2z)(Flx)Gnd(Bi) Ea 88.000 119 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 56,060.000 120 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 158,520.000 121 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 349,660.000 122 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 12,140.000 123 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 7,850.000 124 666 6006 Refl Pav Mrk Ty i (w)4"(Dot)(100mil) Lf 1,828.000 125 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 2,720.000 126 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 228.000 127 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 24.000 128 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 6.000 129 666 6102 Ref Pav Mrk Ty i(w)36"(Yld Tri)(100mil) Ea 64.000 130 666 6147 Refl Pav Mrk Ty i (y)24"(Sld)(100mil) Lf 419.000 131 666 6167 Refl Pav Mrk Ty Ii (w) 4" (Brk) Lf 18,410.000 132 666 6168 Refl Pav Mrk Ty Ii (w) 4" (Dot) Lf 1,828.000 133 666 6170 Refl Pav Mrk Ty Ii (w) 4" (Sld) Lf 156,597.000 134 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 2,720.000 135 666 6181 Refl Pav Mrk Ty Ii (w) 18" (Sld) Lf 48.000 136 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 228.000 137 666 6184 Refl Pav Mrk Ty Ii (w) (Arrow) Ea 24.000 138 666 6192 Refl Pav Mrk Ty Ii (w) (Word) Ea 6.000 139 666 6199 Refl Pav Mrk Ty Ii (w) 36" (Yld Tri) Ea 64.000 140 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 161,940.000 141 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 13,875.000 142 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 156,597.000 143 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 320.000 144 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 161,940.000 145 672 6007 Refl Pav Mrkr Ty i-c Ea 781.000 146 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 4,442.000 147 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 235,000.000 148 678 6001 Pav Surf Prep For Mrk (4") Lf 5,822.000 149 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 19,734.000 150 3076 6017 d-Gr Hma Ty-c Sac-b Pg64-22 Ton 52,555.000 151 3076 6066 Tack Coat Gal 105,267.000 152 3077 6027 Sp Mixes Sp-c Sac-a Pg70-28 Ton 51,562.000 153 3077 6075 Tack Coat Gal 103,373.000 154 3088 6001 Cement Ton 839.000 155 3088 6002 Asphalt Binder (Pg 64-22) Ton 1,655.000 156 3088 6005 Foamed Asphalt Treat (10")(Dc) Sy 110,792.000 157 6001 6002 Portable Changeable Message Sign Ea 6.000 158 6185 6002 Tma (Stationary) Day 445.000 159 6185 6005 Tma (Mobile Operation) Day 34.000 160

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.