Hazard Elimination and Safety

100 6002 Preparing Row Sta 861.000 1 104 6009 Removing Conc (Riprap) Sy 10.000 2 104 6017 Removing Conc (Driveways) Sy 2,934.000 3 105 6079 Removing Stab Base & Asph Pav (4"-12") Sy 29,793.000 4 110 6001 Excavation (Roadway) Cy 87,721.000 5 112 6002 Subgrade Widening (Dens Cont) Sta 852.000 6 132 6004 Embankment (Final)(Dens Cont)(Ty b) Cy 33,876.000 7 134 6001 Backfill (Ty a) Sta 817.000 8 161 6017 Compost Manuf Topsoil (4") Sy 650,608.000 9 162 6003 Straw Or Hay Mulch Sy 650,608.000 10 164 6009 Broadcast Seed (Temp) (Warm) Sy 336,728.000 11 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 336,728.000 12 164 6052 Broadcast Seed (Perm)(Special Mix) Sy 336,728.000 13 164 6066 Drill Seeding (Perm)(Warm Or Cool) Sy 336,728.000 14 168 6001 Vegetative Watering Mg 16,130.000 15 180 6001 Wildflower Seeding Ac 134.400 16 216 6001 Proof Rolling Hr 322.000 17 247 6041 Fl Bs (Cmp In Plc)(Tya Gr1-2)(Fnal Pos) Cy 25,926.000 18 260 6005 Lime (Quicklime (Slurry)) Ton 245.000 19 260 6027 Lime Trt (Exst Matl)(8") Sy 122,413.000 20 310 6001 Prime Coat (Multi Option) Gal 31,107.000 21 316 6001 Asph (Multi Option) Gal 58,049.000 22 316 6126 Aggr(Ty-Pb Gr-4 Sac-a) Cy 787.000 23 351 6026 Flex Pavement Structure Repair (5"-10") Sy 1,205.000 24 354 6060 Plane Asph Conc Pav (1" To 3") Sy 1,645.000 25 400 6008 Cut & Restore Asph Paving Sy 1,360.000 26 402 6001 Trench Excavation Protection Lf 1,155.000 27 403 6001 Temporary Spl Shoring Sf 51,142.000 28 432 6001 Riprap (Conc)(4 In) Cy 55.000 29 432 6002 Riprap (Conc)(5 In) Cy 7.000 30 432 6031 Riprap (Stone Protection)(12 In) Cy 433.000 31 432 6032 Riprap (Stone Protection)(15 In) Cy 677.000 32 432 6035 Riprap (Stone Protection)(24 In) Cy 2,015.000 33 432 6045 Riprap (Mow Strip)(4 In) Cy 279.000 34 462 6001 Conc Box Culv (3 Ft x 2 Ft) Lf 159.000 35 462 6003 Conc Box Culv (4 Ft x 2 Ft) Lf 56.000 36 462 6005 Conc Box Culv (4 Ft x 4 Ft) Lf 132.000 37 462 6008 Conc Box Culv (5 Ft x 4 Ft) Lf 75.000 38 462 6011 Conc Box Culv (6 Ft x 4 Ft) Lf 144.000 39 462 6017 Conc Box Culv (7 Ft x 6 Ft) Lf 150.000 40 462 6019 Conc Box Culv (8 Ft x 4 Ft) Lf 94.000 41 462 6020 Conc Box Culv (8 Ft x 5 Ft) Lf 174.000 42 462 6021 Conc Box Culv (8 Ft x 6 Ft) Lf 177.000 43 462 6024 Conc Box Culv (9 Ft x 5 Ft) Lf 235.000 44 462 6029 Conc Box Culv (10 Ft x 5 Ft) Lf 142.000 45 462 6036 Conc Box Culv (11 Ft x 6 Ft) Lf 183.000 46 462 6040 Conc Box Culv (12 Ft x 4 Ft) Lf 232.000 47 462 6041 Conc Box Culv (12 Ft x 6 Ft) Lf 240.000 48 462 6049 Conc Box Culv (4 Ft x 4 Ft)(Extend) Lf 20.000 49 462 6052 Conc Box Culv (5 Ft x 4 Ft)(Extend) Lf 58.000 50 462 6055 Conc Box Culv (6 Ft x 4 Ft)(Extend) Lf 33.000 51 462 6056 Conc Box Culv (6 Ft x 5 Ft)(Extend) Lf 30.000 52 462 6057 Conc Box Culv (6 Ft x 6 Ft)(Extend) Lf 21.000 53 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 100.000 54 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 4,361.000 55 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 256.000 56 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 293.000 57 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 71.000 58 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 27.000 59 464 6012 Rc Pipe (Cl Iii)(60 In) Lf 8.000 60 464 6025 Rc Pipe (Cl v)(18 In) Lf 48.000 61 464 6026 Rc Pipe (Cl v)(24 In) Lf 240.000 62 464 6059 Rc Pipe (Cl v)(30 In) Lf 11.000 63 465 6187 Inlet(Compl)(Drop)(Ty 1)(1 Grate) Ea 2.000 64 466 6010 Headwall (Ch - Fw - 0) (Dia= 42 In) Ea 2.000 65 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 15.000 66 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 4.000 67 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 8.000 68 466 6102 Headwall (Ch - Pw - 0) (Dia= 42 In) Ea 2.000 69 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 In) Ea 4.000 70 466 6105 Headwall (Ch - Pw - 0) (Dia= 60 In) Ea 8.000 71 466 6130 Headwall (Ch - Pw - s) (Dia= 24 In) Ea 8.000 72 466 6132 Headwall (Ch - Pw - s) (Dia= 30 In) Ea 2.000 73 466 6134 Headwall (Ch - Pw - s) (Dia= 36 In) Ea 4.000 74 466 6136 Headwall (Ch - Pw - s) (Dia= 48 In) Ea 4.000 75 466 6138 Headwall (Ch - Pw - s) (Dia= 60 In) Ea 4.000 76 466 6154 Wingwall (Fw - 0) (Hw=7 Ft) Ea 2.000 77 466 6156 Wingwall (Fw - 0) (Hw=9 Ft) Ea 2.000 78 466 6171 Wingwall (Pw - 1) (Hw=10 Ft) Ea 4.000 79 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 1.000 80 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 3.000 81 466 6193 Wingwall (Pw - 2) (Hw=4 Ft) Ea 4.000 82 466 6195 Wingwall (Pw - 2) (Hw=6 Ft) Ea 12.000 83 466 6196 Wingwall (Pw - 2) (Hw=7 Ft) Ea 2.000 84 466 6197 Wingwall (Pw - 2) (Hw=8 Ft) Ea 6.000 85 467 6009 Set (Ty i) (30 In) (4: 1) (c) Ea 2.000 86 467 6326 Set (Ty Ii) (12 In) (Rcp) (6: 1) (p) Ea 4.000 87 467 6356 Set (Ty Ii) (18 In) (Rcp) (3: 1) (c) Ea 1.000 88 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (c) Ea 1.000 89 467 6362 Set (Ty Ii) (18 In) (Rcp) (6: 1) (c) Ea 36.000 90 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 3.000 91 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 160.000 92 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 2.000 93 472 6006 Remov & Re - Lay Pipe (24 In) Lf 58.000 94 472 6008 Remov & Re - Lay Pipe (30 In) Lf 12.000 95 472 6013 Remov & Re - Lay Pipe (48 In) Lf 55.000 96 480 6001 Clean Exist Culverts Ea 41.000 97 496 6004 Remov Str (Set) Ea 65.000 98 496 6005 Remov Str (Wingwall) Ea 28.000 99 496 6006 Remov Str (Headwall) Ea 20.000 100 496 6007 Remov Str (Pipe) Lf 4,098.000 101 500 6001 Mobilization Ls 1.000 102 502 6001 Barricades, Signs And Traffic Handling Mo 37.000 103 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 3,880.000 104 506 6011 Rock Filter Dams (Remove) Lf 3,880.000 105 506 6020 Construction Exits (Install) (Ty 1) Sy 3,120.000 106 506 6024 Construction Exits (Remove) Sy 3,120.000 107 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 38,400.000 108 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 38,400.000 109 508 6001 Constructing Detours Sy 1,666.000 110 510 6003 One-Way Traf Cont (Port Traf Sig) Mo 22.000 111 512 6005 Port Ctb (Fur & Inst)(f-Shape)(Ty 1) Lf 420.000 112 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 460.000 113 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 120.000 114 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 12,390.000 115 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 240.000 116 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 40.000 117 512 6041 Port Ctb (Stkpl)(f-Shape)(Ty 1) Lf 420.000 118 512 6045 Port Ctb (Stkpl)(Low Prof)(Ty 1) Lf 460.000 119 512 6046 Port Ctb (Stkpl)(Low Prof)(Ty 2) Lf 120.000 120 530 6004 Driveways (Conc) Sy 2,755.000 121 530 6005 Driveways (Acp) Sy 585.000 122 530 6016 Driveways (Base) Sy 9,761.000 123 533 6001 Rumble Strips (Shoulder) Lf 152,046.000 124 533 6002 Rumble Strips (Centerline) Lf 76,175.000 125 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 3,644.000 126 542 6001 Remove Metal Beam Guard Fence Lf 300.000 127 542 6003 Remove Downstream Anchor Terminal Ea 3.000 128 544 6001 Guardrail End Treatment (Install) Ea 31.000 129 545 6003 Crash Cush Atten (Move & Reset) Ea 234.000 130 545 6004 Crash Cush Atten (Stkpl) Ea 4.000 131 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 4.000 132 560 6001 Mailbox Install-s (Twg-Post) Ty 1 Ea 30.000 133 560 6002 Mailbox Install-d (Twg-Post) Ty 1 Ea 1.000 134 560 6003 Mailbox Install-m (Twg-Post) Ty 1 Ea 7.000 135 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 119.000 136 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 17.000 137 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 5.000 138 644 6076 Remove Sm Rd Sn Sup&Am Ea 140.000 139 658 6001 Instl Del Assm (d-Sw)Sz 1(Flx)Gnd Ea 288.000 140 658 6014 Instl Del Assm (d-Sw)Sz (Brf)Ctb (Bi) Ea 8.000 141 658 6050 Instl Om Assm (Om-2z)(Flx)Srf Ea 97.000 142 658 6060 Remove Delin & Object Marker Assms Ea 421.000 143 658 6061 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2 Ea 164.000 144 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-a-a Ea 6,913.000 145 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 149,472.000 146 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 1,962.000 147 662 6094 Wk Zn Pav Mrk Remov (y)4"(Dot) Lf 96.000 148 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 159,272.000 149 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 3,370.000 150 662 6110 Wk Zn Pav Mrk Sht Term (Tab)Ty y Ea 3,370.000 151 666 6030 Refl Pav Mrk Ty i (w)8"(Dot)(100mil) Lf 45.000 152 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 1,303.000 153 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 424.000 154 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 10.000 155 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 10.000 156 666 6302 Re Pm w/Ret Req Ty i (w)4"(Sld)(090mil) Lf 167,400.000 157 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 8,694.000 158 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 124,112.000 159 672 6007 Refl Pav Mrkr Ty i-c Ea 72.000 160 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 2,550.000 161 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 175,203.000 162 730 6106 Strip Mowing Cyc 16.000 163 3077 6027 Sp Mixes Sp-c Sac-a Pg70-28 Ton 35,915.000 164 3077 6075 Tack Coat Gal 62,478.000 165 6001 6002 Portable Changeable Message Sign Ea 8.000 166 6185 6003 Tma (Mobile Operation) Hr 190.000 167 6185 6005 Tma (Mobile Operation) Day 513.000 168

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.