Reconstruct and Realign Existing Roadway

100 6002 Preparing Row Sta 86.180 1 105 6053 Remov Stab Base & Asph Pav (12.5"-19") Sta 27.900 2 105 6090 Rmv Stab Bs & Asph Pav(11.5"-22") Sy 14,466.000 3 106 6001 Obliterating Abandoned Road Sta 27.900 4 110 6001 Excavation (Roadway) Cy 16,437.000 5 132 6005 Embankment (Final)(Ord Comp)(Ty c) Cy 22,155.000 6 134 6004 Backfill (Ty a Or b) Sta 86.180 7 160 6003 Furnishing And Placing Topsoil (4") Sy 43,476.000 8 164 6009 Broadcast Seed (Temp) (Warm) Sy 25,894.000 9 164 6011 Broadcast Seed (Temp) (Cool) Sy 25,894.000 10 164 6027 Cell Fbr Mlch Seed(Perm)(Urban)(Clay) Sy 51,788.000 11 168 6001 Vegetative Watering Mg 1,740.100 12 247 6055 Fl Bs (Cmp In Plc)(Ty d Gr 3)(Fnal Pos) Cy 1,030.000 13 260 6016 Lime (Hyd, Com, Or Qk(Slurry)) Ton 542.000 14 260 6079 Lime Trt (Subgrade)(6") Sy 29,357.000 15 400 6005 Cem Stabil Bkfl Cy 245.000 16 432 6022 Riprap (Stone Common)(Dry)(6 In) Cy 284.000 17 460 6037 Cmp (Aluminum 24") Lf 56.000 18 462 6016 Conc Box Culv (7 Ft x 5 Ft) Lf 150.000 19 462 6065 Conc Box Culv (8 Ft x 6 Ft)(Extend) Lf 100.000 20 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 44.000 21 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 496.000 22 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 228.000 23 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 13.000 24 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 2.000 25 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 1.000 26 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 1.000 27 467 6380 Set (Ty Ii) (24 In) (Cmp) (6: 1) (p) Ea 2.000 28 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 30.000 29 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 6.000 30 467 6474 Set (Ty Ii) (48 In) (Rcp) (3: 1) (c) Ea 2.000 31 472 6006 Remov & Re - Lay Pipe (24 In) Lf 224.000 32 480 6001 Clean Exist Culverts Ea 4.000 33 496 6007 Remov Str (Pipe) Lf 853.000 34 500 6001 Mobilization Ls 1.000 35 502 6001 Barricades, Signs And Traffic Handling Mo 12.000 36 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 290.000 37 506 6011 Rock Filter Dams (Remove) Lf 290.000 38 506 6020 Construction Exits (Install) (Ty 1) Sy 622.000 39 506 6024 Construction Exits (Remove) Sy 622.000 40 506 6038 Temp Sedmt Cont Fence (Install) Lf 1,000.000 41 506 6039 Temp Sedmt Cont Fence (Remove) Lf 1,000.000 42 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 1,000.000 43 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,000.000 44 508 6001 Constructing Detours Sy 1,300.000 45 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 2,200.000 46 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 260.000 47 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 1,420.000 48 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 80.000 49 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 2,200.000 50 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 260.000 51 530 6004 Driveways (Conc) Sy 400.000 52 530 6005 Driveways (Acp) Sy 2,742.000 53 530 6016 Driveways (Base) Sy 1,422.000 54 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 12.000 55 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 12.000 56 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 1.000 57 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 1.000 58 644 6076 Remove Sm Rd Sn Sup&Am Ea 19.000 59 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 10.000 60 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 37,313.000 61 662 6010 Wk Zn Pav Mrk Non-Remov (w)8"(Dot) Lf 911.000 62 662 6012 Wk Zn Pav Mrk Non-Remov (w)8"(Sld) Lf 290.000 63 662 6017 Wk Zn Pav Mrk Non-Remov (w)(Arrow) Ea 8.000 64 662 6023 Wk Zn Pav Mrk Non-Remov (w)(Rr Xing) Ea 1.000 65 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 862.000 66 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 34,034.000 67 662 6048 Wk Zn Pav Mrk Remov (Refl) Ty i-c Ea 77.000 68 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-a-a Ea 463.000 69 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 45.000 70 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 2,036.000 71 666 6029 Refl Pav Mrk Ty i (w)8"(Dot)(090mil) Lf 911.000 72 666 6035 Refl Pav Mrk Ty i (w)8"(Sld)(090mil) Lf 290.000 73 666 6302 Re Pm w/Ret Req Ty i (w)4"(Sld)(090mil) Lf 17,145.000 74 666 6311 Re Pm w/Ret Req Ty i (y)4"(Brk)(090mil) Lf 862.000 75 666 6314 Re Pm w/Ret Req Ty i (y)4"(Sld)(090mil) Lf 14,218.000 76 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 178.000 77 668 6077 Prefab Pav Mrk Ty c (w) (Arrow) Ea 10.000 78 668 6089 Prefab Pav Mrk Ty c (w) (Rr Xing) Ea 1.000 79 672 6007 Refl Pav Mrkr Ty i-c Ea 77.000 80 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 463.000 81 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 28,787.000 82 760 6001 Ditch Cleaning And Reshaping (Foot) Lf 506.000 83 3076 6005 d-Gr Hma Ty-b Pg64-28 Ton 17,578.000 84 3076 6066 Tack Coat Gal 4,221.000 85 3077 6022 Sp Mixes Sp-c Sac-a Pg70-22 Ton 5,804.000 86 3077 6041 Sp Mixes Sp-d Pg64-22 Ton 3,482.000 87 3077 6075 Tack Coat Gal 8,442.000 88 6001 6002 Portable Changeable Message Sign Ea 2.000 89 6185 6002 Tma (Stationary) Day 149.000 90 6185 6005 Tma (Mobile Operation) Day 15.000 91

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.