Rumble Strips and Pav Surf Width

100 6002 Preparing Row Sta 253.820 1 100 6005 Prep Row (Tree)(24"-30"Dia) Ea 1.000 2 104 6017 Removing Conc (Driveways) Sy 968.000 3 105 6011 Removing Stab Base And Asph Pav (2"-6") Sy 1,098.000 4 105 6043 Removing Stab Base & Asph Pav (0-6") Sy 8,198.000 5 105 6054 Removing Stab Base & Asph Pav (18") Sy 4,347.000 6 105 6073 Remov Stab Base And Asph Pav (22") Sy 3,336.000 7 105 6139 Remove Trt Base & Asph Pav (9"-22") Sy 3,195.000 8 112 6002 Subgrade Widening (Dens Cont) Sta 252.840 9 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 12,556.000 10 134 6004 Backfill (Ty a Or b) Sta 14.800 11 152 6001 Road Grader Work (Ord Comp) Sta 252.840 12 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 155,458.000 13 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 31,091.000 14 168 6001 Vegetative Watering Mg 24,522.000 15 247 6073 Fl Bs (Cmp In Plc)(Ty d Gr 1-2) (6") Sy 14,102.000 16 247 6133 Fl Bs (Rdwy Del) (Ty d Gr 1-2) Ton 8,286.000 17 247 6304 Fl Bs (Cmp In Place) (Ty d Gr 1-2)(10") Sy 5,004.000 18 247 6477 Fl Bs (Cmp In Plc)(Ty d Gr 1-2)(16") Sy 74,060.000 19 251 6273 Rework Bs Mtl (Ty c)(12")(Ord Comp) Sy 56,816.000 20 275 6001 Cement Ton 481.000 21 275 6003 Cement Treat (New Base) (6") Sy 13,702.000 22 275 6004 Cement Treat (Mx Exst Mtl & Nw Bs) (6") Sy 73,387.000 23 314 6021 Emuls Asph (Prime)(Ms-2 Or Ss-1) Gal 15,814.000 24 316 6024 Asph (Crs-2p) Gal 13,179.000 25 316 6029 Asph (Rc-250) Gal 7,379.000 26 316 6403 Aggr (Ty-b Gr-5 Or Ty-l Gr-5) Cy 211.000 27 316 6419 Asph (Ac-15p, Ac-20-5tr Or Ac-20xp) Gal 43,654.000 28 316 6434 Aggr (Ty-Pb Gr-4 Or Ty-Pl Gr-4 ( Sac-b) Cy 618.000 29 316 6440 Aggr (Ty-b Gr-3 Or Ty-l Gr-3)(Sac-b) Cy 502.000 30 351 6011 Flexible Pavement Structure Repair(18") Sy 1,000.000 31 354 6021 Plane Asph Conc Pav(0" To 2") Sy 270.000 32 403 6001 Temporary Spl Shoring Sf 966.000 33 432 6001 Riprap (Conc)(4 In) Cy 21.000 34 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 20.000 35 432 6030 Riprap (Stone Common)(Grout)(12 In) Cy 40.000 36 432 6045 Riprap (Mow Strip)(4 In) Cy 45.000 37 450 6018 Rail (Ty t631) Lf 155.000 38 462 6069 Conc Box Culv (9 Ft x 6 Ft)(Extend) Lf 40.000 39 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,672.000 40 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 342.000 41 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 188.000 42 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 36.000 43 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 200.000 44 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 1.000 45 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 In) Ea 6.000 46 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 2.000 47 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 119.000 48 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 20.000 49 467 6417 Set (Ty Ii) (30 In) (Rcp) (3: 1) (c) Ea 13.000 50 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 4.000 51 467 6448 Set (Ty Ii) (36 In) (Rcp) (3: 1) (c) Ea 6.000 52 467 6474 Set (Ty Ii) (48 In) (Rcp) (3: 1) (c) Ea 2.000 53 471 6001 Grate Ea 2.000 54 480 6001 Clean Exist Culverts Ea 14.000 55 496 6004 Remov Str (Set) Ea 33.000 56 496 6006 Remov Str (Headwall) Ea 23.000 57 496 6016 Remov Str (Pipe) Ea 72.000 58 500 6001 Mobilization Ls 1.000 59 502 6001 Barricades, Signs And Traffic Handling Mo 13.000 60 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 420.000 61 506 6011 Rock Filter Dams (Remove) Lf 420.000 62 506 6020 Construction Exits (Install) (Ty 1) Sy 2,048.000 63 506 6024 Construction Exits (Remove) Sy 2,048.000 64 506 6038 Temp Sedmt Cont Fence (Install) Lf 961.000 65 506 6039 Temp Sedmt Cont Fence (Remove) Lf 961.000 66 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 2,898.000 67 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 2,898.000 68 530 6005 Driveways (Acp) Sy 1,093.000 69 530 6016 Driveways (Base) Sy 7,102.000 70 530 6017 Driveways (Conc) (Hes) Sy 1,020.000 71 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 250.000 72 540 6015 Driveway Terminal Anchor Section Ea 1.000 73 544 6001 Guardrail End Treatment (Install) Ea 3.000 74 560 6011 Mailbox Install-s (Tww-Post) Ty 4 Ea 42.000 75 560 6012 Mailbox Install-d (Tww-Post) Ty 4 Ea 2.000 76 560 6013 Mailbox Install-m (Tww-Post) Ty 4 Ea 2.000 77 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 84.000 78 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 4.000 79 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 3.000 80 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 1.000 81 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 2.000 82 644 6034 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-1ext) Ea 2.000 83 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Bm) Ea 6.000 84 644 6076 Remove Sm Rd Sn Sup&Am Ea 17.000 85 658 6049 Instl Om Assm (Om-2z)(Flx)Gnd(Bi) Ea 36.000 86 658 6063 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Br) Ea 10.000 87 658 6064 Instl Del Assm (d-Sy)Sz 1(Brf)Gf2 Ea 10.000 88 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 2,106.000 89 666 6006 Refl Pav Mrk Ty i (w)4"(Dot)(100mil) Lf 16.000 90 666 6018 Refl Pav Mrk Ty i (w)6"(Dot)(100mil) Lf 189.000 91 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 113.000 92 666 6093 Refl Pav Mrk Ty i (w)(Rr Xing)(100mil) Ea 2.000 93 666 6168 Refl Pav Mrk Ty Ii (w) 4" (Dot) Lf 16.000 94 666 6170 Refl Pav Mrk Ty Ii (w) 4" (Sld) Lf 47,689.000 95 666 6172 Refl Pav Mrk Ty Ii (w) 6" (Dot) Lf 189.000 96 666 6174 Refl Pav Mrk Ty Ii (w) 6" (Sld) Lf 5,678.000 97 666 6205 Refl Pav Mrk Ty Ii (y) 4" (Brk) Lf 3,512.000 98 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 35,068.000 99 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 125.000 100 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 3,200.000 101 666 6342 Ref Prof Pav Mrk Ty i(w)4"(Sld)(100mil) Lf 43,717.000 102 666 6343 Ref Prof Pav Mrk Ty i(w)6"(Sld)(100mil) Lf 9,651.000 103 666 6344 Ref Prof Pav Mrk Ty i(y)4"(Brk)(100mil) Lf 3,385.000 104 666 6345 Ref Prof Pav Mrk Ty i(y)4"(Sld)(100mil) Lf 31,868.000 105 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 709.000 106 685 6004 Instl Rdsd Flsh Bcn Assm (Solar Pwrd) Ea 4.000 107 730 6107 Full - Width Mowing Cyc 3.000 108 3037 6001 High Friction Surface Course Sy 4,914.000 109 3077 6012 Sp Mixes Sp-c Sac-a Pg64-22 Ton 580.000 110 3077 6075 Tack Coat Gal 816.000 111 6001 6002 Portable Changeable Message Sign Ea 3.000 112 6185 6002 Tma (Stationary) Day 224.000 113 6185 6003 Tma (Mobile Operation) Hr 100.000 114

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.