Safety Improvement Project

100 6002 Preparing Row Sta 375.000 1 105 6045 Removing Stab Base And Asph Pav (2"-8") Sy 24,235.000 2 110 6001 Excavation (Roadway) Cy 32,492.000 3 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 18,958.000 4 160 6003 Furnishing And Placing Topsoil (4") Sy 145,467.000 5 164 6009 Broadcast Seed (Temp) (Warm) Sy 145,467.000 6 164 6011 Broadcast Seed (Temp) (Cool) Sy 145,467.000 7 168 6001 Vegetative Watering Mg 3,606.000 8 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 145,467.000 9 247 6366 Fl Bs (Cmp In Plc)(Ty a Gr 5)(Fnal Pos) Cy 39,747.000 10 310 6001 Prime Coat (Multi Option) Gal 21,009.000 11 347 6001 Tom (Asphalt) Pg 76-22 Ton 684.000 12 347 6006 Tom - c (Aggregate) Sac - b Ton 10,306.000 13 347 6008 Tack Coat Gal 15,393.000 14 351 6002 Flexible Pavement Structure Repair(6") Sy 9,154.000 15 400 6005 Cem Stabil Bkfl Cy 65.000 16 402 6001 Trench Excavation Protection Lf 12.000 17 403 6001 Temporary Spl Shoring Sf 1,189.000 18 432 6002 Riprap (Conc)(5 In) Cy 38.000 19 432 6045 Riprap (Mow Strip)(4 In) Cy 78.000 20 432 6051 Riprap (Stone Common)(Grout)(18 In) Cy 40.000 21 460 6002 Cmp (Gal Stl 18 In) Lf 14.000 22 460 6005 Cmp (Gal Stl 36 In) Lf 4.000 23 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 812.000 24 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 216.000 25 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 82.000 26 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 18.000 27 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 22.000 28 464 6030 Rc Pipe (Arch)(Cl Iii)(Des 1) Lf 614.000 29 466 6246 Headwall (Ch - Pw - 0)(Dia=36 In)(Mod) Ea 1.000 30 466 6252 Headwall (Ch - Pw - s)(Dia= 48in) (Mod) Ea 2.000 31 467 6343 Set (Ty Ii) (18 In) (Cmp) (3: 1) (c) Ea 1.000 32 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 51.000 33 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 1.000 34 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (c) Ea 2.000 35 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 10.000 36 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 4.000 37 467 6463 Set (Ty Ii) (42 In) (Rcp) (4: 1) (c) Ea 4.000 38 467 6519 Set (Ty Ii) (Des 1) (Rcp) (6: 1) (p) Ea 42.000 39 496 6004 Remov Str (Set) Ea 29.000 40 496 6006 Remov Str (Headwall) Ea 1.000 41 496 6050 Remov Str (Driveway Culvert) Ea 54.000 42 500 6001 Mobilization Ls 1.000 43 502 6001 Barricades, Signs And Traffic Handling Mo 10.000 44 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 780.000 45 506 6011 Rock Filter Dams (Remove) Lf 780.000 46 506 6038 Temp Sedmt Cont Fence (Install) Lf 12,498.000 47 506 6039 Temp Sedmt Cont Fence (Remove) Lf 12,498.000 48 530 6005 Driveways (Acp) Sy 8,147.000 49 533 6002 Rumble Strips (Centerline) Lf 29,699.000 50 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 1,337.500 51 540 6016 Downstream Anchor Terminal Section Ea 2.000 52 540 6017 Mtl Bm Gd Fen (Long Span System) Lf 50.000 53 542 6001 Remove Metal Beam Guard Fence Lf 250.000 54 544 6001 Guardrail End Treatment (Install) Ea 8.000 55 544 6003 Guardrail End Treatment (Remove) Ea 2.000 56 560 6001 Mailbox Install-s (Twg-Post) Ty 1 Ea 42.000 57 560 6002 Mailbox Install-d (Twg-Post) Ty 1 Ea 4.000 58 560 6003 Mailbox Install-m (Twg-Post) Ty 1 Ea 4.000 59 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 23.000 60 644 6002 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p-Bm) Ea 10.000 61 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 21.000 62 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 2.000 63 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 4.000 64 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Bm) Ea 4.000 65 644 6076 Remove Sm Rd Sn Sup&Am Ea 58.000 66 658 6049 Instl Om Assm (Om-2z)(Flx)Gnd(Bi) Ea 39.000 67 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 23.000 68 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 74,840.000 69 662 6016 Wk Zn Pav Mrk Non-Remov (w)24"(Sld) Lf 96.000 70 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 6,150.000 71 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 43,693.000 72 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 192.000 73 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 936.000 74 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 765.000 75 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 177.000 76 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 7.000 77 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 3.000 78 666 6093 Refl Pav Mrk Ty i (w)(Rr Xing)(100mil) Ea 1.000 79 666 6283 Ref Prof Pav Mrk Ty i(w)4"(Sld)(090mil) Lf 74,220.000 80 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 6,150.000 81 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 47,139.000 82 672 6007 Refl Pav Mrkr Ty i-c Ea 39.000 83 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,212.000 84 3076 6043 d-Gr Hma Ty-d Pg70-22 (Level-Up) Ton 3,021.000 85 3076 6048 d-Gr Hma Ty-d Pg76-22 Ton 16,670.000 86 3076 6066 Tack Coat Gal 7,323.000 87 6001 6002 Portable Changeable Message Sign Ea 2.000 88 6185 6002 Tma (Stationary) Day 90.000 89 6185 6003 Tma (Mobile Operation) Hr 80.000 90

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.