Reconstruct Existing Pavement and Add Shoulders

100 6002 Preparing Row Sta 278.770 1 104 6001 Removing Conc (Pav) Sy 120.000 2 104 6017 Removing Conc (Driveways) Sy 2,035.000 3 105 6073 Remov Stab Base And Asph Pav (22") Sy 5,674.000 4 105 6136 Remove Trt Base & Asph Pav(8"-22") Sy 2,637.000 5 105 6137 Remove Trt Base & Asph Pav (12"-20") Sy 979.000 6 112 6001 Subgrade Widening (Ord Comp) Sta 243.760 7 132 6005 Embankment (Final)(Ord Comp)(Ty c) Cy 24,505.000 8 134 6004 Backfill (Ty a Or b) Sta 32.350 9 152 6001 Road Grader Work (Ord Comp) Sta 278.770 10 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 144,496.000 11 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 20,894.000 12 168 6001 Vegetative Watering Mg 13,478.000 13 247 6073 Fl Bs (Cmp In Plc)(Ty d Gr 1-2) (6") Sy 13,091.000 14 247 6133 Fl Bs (Rdwy Del) (Ty d Gr 1-2) Ton 18,146.000 15 247 6304 Fl Bs (Cmp In Place) (Ty d Gr 1-2)(10") Sy 10,064.000 16 247 6477 Fl Bs (Cmp In Plc)(Ty d Gr 1-2)(16") Sy 84,346.000 17 251 6144 Rework Bs Mtl (Ty c) (11") (Ord Comp) Sy 58,853.000 18 275 6001 Cement Ton 484.000 19 275 6003 Cement Treat (New Base) (6") Sy 13,091.000 20 275 6004 Cement Treat (Mx Exst Mtl & Nw Bs) (6") Sy 82,929.000 21 314 6021 Emuls Asph (Prime)(Ms-2 Or Ss-1) Gal 17,346.000 22 316 6024 Asph (Crs-2p) Gal 21,682.000 23 316 6419 Asph (Ac-15p, Ac-20-5tr Or Ac-20xp) Gal 49,436.000 24 316 6434 Aggr (Ty-Pb Gr-4 Or Ty-Pl Gr-4 ( Sac-b) Cy 723.000 25 316 6440 Aggr (Ty-b Gr-3 Or Ty-l Gr-3)(Sac-b) Cy 826.000 26 344 6032 Superpave Mixtures Sp-c Sac-b Pg64-22 Ton 2,214.000 27 344 6176 Tack Coat Gal 810.150 28 354 6004 Plan & Text Asph Conc Pav(0" To 4") Sy 7,052.000 29 403 6001 Temporary Spl Shoring Sf 1,579.000 30 432 6001 Riprap (Conc)(4 In) Cy 2.300 31 432 6031 Riprap (Stone Protection)(12 In) Cy 18.000 32 432 6045 Riprap (Mow Strip)(4 In) Cy 156.000 33 450 6018 Rail (Ty t631) Lf 120.000 34 451 6004 Retrofit Rail (Ty t131rc) Lf 664.120 35 462 6050 Conc Box Culv (5 Ft x 2 Ft)(Extend) Lf 44.000 36 462 6051 Conc Box Culv (5 Ft x 3 Ft)(Extend) Lf 138.000 37 462 6054 Conc Box Culv (6 Ft x 3 Ft)(Extend) Lf 44.000 38 462 6078 Conc Box Culv (10 Ft x 10 Ft)(Extend) Lf 32.000 39 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,790.000 40 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 1,132.000 41 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 24.000 42 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 191.000 43 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 24.000 44 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 2.000 45 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 2.000 46 466 6134 Headwall (Ch - Pw - s) (Dia= 36 In) Ea 2.000 47 466 6136 Headwall (Ch - Pw - s) (Dia= 48 In) Ea 1.000 48 466 6175 Wingwall (Pw - 1) (Hw=14 Ft) Ea 2.000 49 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 2.000 50 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 6.000 51 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 148.000 52 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 86.000 53 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 2.000 54 467 6448 Set (Ty Ii) (36 In) (Rcp) (3: 1) (c) Ea 3.000 55 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 2.000 56 480 6001 Clean Exist Culverts Ea 11.000 57 496 6004 Remov Str (Set) Ea 114.000 58 496 6005 Remov Str (Wingwall) Ea 18.000 59 496 6006 Remov Str (Headwall) Ea 5.000 60 496 6007 Remov Str (Pipe) Lf 32.000 61 496 6016 Remov Str (Pipe) Ea 100.000 62 500 6001 Mobilization Ls 1.000 63 502 6001 Barricades, Signs And Traffic Handling Mo 10.000 64 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 1,170.000 65 506 6011 Rock Filter Dams (Remove) Lf 1,170.000 66 506 6021 Construction Exits (Install) (Ty 2) Sy 1,140.000 67 506 6024 Construction Exits (Remove) Sy 1,140.000 68 506 6038 Temp Sedmt Cont Fence (Install) Lf 2,100.000 69 506 6039 Temp Sedmt Cont Fence (Remove) Lf 2,100.000 70 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 1,670.000 71 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,670.000 72 529 6002 Conc Curb (Ty Ii) Lf 140.000 73 530 6005 Driveways (Acp) Sy 3,856.000 74 530 6016 Driveways (Base) Sy 8,486.000 75 530 6017 Driveways (Conc) (Hes) Sy 2,068.000 76 533 6003 Rumble Strips (Shoulder) Asphalt Lf 55,841.000 77 533 6004 Rumble Strips (Centerline) Asphalt Lf 27,920.000 78 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 2,650.000 79 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 4.000 80 542 6001 Remove Metal Beam Guard Fence Lf 1,950.000 81 544 6001 Guardrail End Treatment (Install) Ea 12.000 82 544 6003 Guardrail End Treatment (Remove) Ea 8.000 83 560 6011 Mailbox Install-s (Tww-Post) Ty 4 Ea 45.000 84 560 6012 Mailbox Install-d (Tww-Post) Ty 4 Ea 3.000 85 560 6013 Mailbox Install-m (Tww-Post) Ty 4 Ea 2.000 86 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 30.000 87 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 6.000 88 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 1.000 89 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Bm) Ea 2.000 90 658 6001 Instl Del Assm (d-Sw)Sz 1(Flx)Gnd Ea 18.000 91 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 46.000 92 658 6064 Instl Del Assm (d-Sy)Sz 1(Brf)Gf2 Ea 46.000 93 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 4,231.000 94 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 86.000 95 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 53,545.000 96 666 6309 Re Pm w/Ret Req Ty i (w)6"(Sld)(100mil) Lf 1,682.000 97 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 6,424.000 98 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 5,196.000 99 666 6318 Re Pm w/Ret Req Ty i (y)6"(Brk)(100mil) Lf 88.000 100 666 6321 Re Pm w/Ret Req Ty i (y)6"(Sld)(100mil) Lf 1,303.000 101 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 703.000 102 730 6107 Full - Width Mowing Cyc 3.000 103 6001 6002 Portable Changeable Message Sign Ea 2.000 104 6185 6002 Tma (Stationary) Day 90.000 105 6185 6003 Tma (Mobile Operation) Hr 32.000 106

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.