SH 304 - Widen Road - Add Shoulders

100 6002 Preparing Row Sta 325.000 1 104 6017 Removing Conc (Driveways) Sy 179.000 2 105 6045 Removing Stab Base And Asph Pav (2"-8") Sy 19,186.000 3 110 6001 Excavation (Roadway) Cy 29,620.000 4 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 18,856.000 5 160 6003 Furnishing And Placing Topsoil (4") Sy 137,173.000 6 164 6001 Broadcast Seed (Perm) (Rural) (Sandy) Sy 137,173.000 7 164 6009 Broadcast Seed (Temp) (Warm) Sy 137,173.000 8 164 6011 Broadcast Seed (Temp) (Cool) Sy 137,173.000 9 168 6001 Vegetative Watering Mg 3,401.000 10 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 137,173.000 11 247 6366 Fl Bs (Cmp In Plc)(Ty a Gr 5)(Fnal Pos) Cy 32,230.000 12 316 6029 Asph (Rc-250) Gal 55,955.000 13 316 6467 Aggr (Ty-d Gr-5) Cy 1,166.000 14 347 6001 Tom (Asphalt) Pg 76-22 Ton 571.000 15 347 6006 Tom - c (Aggregate) Sac - b Ton 8,551.000 16 351 6002 Flexible Pavement Structure Repair(6") Sy 7,912.000 17 354 6024 Plane Asph Conc Pav(2" To 4") Sy 1,956.000 18 400 6005 Cem Stabil Bkfl Cy 348.000 19 402 6001 Trench Excavation Protection Lf 30.000 20 403 6001 Temporary Spl Shoring Sf 3,284.000 21 432 6001 Riprap (Conc)(4 In) Cy 43.000 22 432 6002 Riprap (Conc)(5 In) Cy 54.000 23 432 6045 Riprap (Mow Strip)(4 In) Cy 219.000 24 432 6051 Riprap (Stone Common)(Grout)(18 In) Cy 739.000 25 462 6053 Conc Box Culv (5 Ft x 5 Ft)(Extend) Lf 34.000 26 462 6055 Conc Box Culv (6 Ft x 4 Ft)(Extend) Lf 95.000 27 462 6059 Conc Box Culv (7 Ft x 4 Ft)(Extend) Lf 28.000 28 462 6063 Conc Box Culv (8 Ft x 4 Ft)(Extend) Lf 24.000 29 462 6078 Conc Box Culv (10 Ft x 10 Ft)(Extend) Lf 90.000 30 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 738.000 31 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 130.000 32 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 42.000 33 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 49.000 34 464 6030 Rc Pipe (Arch)(Cl Iii)(Des 1) Lf 888.000 35 464 6032 Rc Pipe (Arch)(Cl Iii)(Des 3) Lf 46.000 36 464 6034 Rc Pipe (Arch)(Cl Iii)(Des 5) Lf 34.000 37 466 6010 Headwall (Ch - Fw - 0) (Dia= 42 In) Ea 1.000 38 466 6102 Headwall (Ch - Pw - 0) (Dia= 42 In) Ea 2.000 39 466 6151 Wingwall (Fw - 0) (Hw=4 Ft) Ea 5.000 40 466 6167 Wingwall (Fw - s) (Hw=6 Ft) Ea 1.000 41 466 6171 Wingwall (Pw - 1) (Hw=10 Ft) Ea 2.000 42 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 4.000 43 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 1.000 44 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 50.000 45 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 10.000 46 467 6448 Set (Ty Ii) (36 In) (Rcp) (3: 1) (c) Ea 2.000 47 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 2.000 48 467 6461 Set (Ty Ii) (42 In) (Rcp) (3: 1) (c) Ea 2.000 49 467 6463 Set (Ty Ii) (42 In) (Rcp) (4: 1) (c) Ea 1.000 50 467 6519 Set (Ty Ii) (Des 1) (Rcp) (6: 1) (p) Ea 60.000 51 467 6545 Set (Ty Ii) (Des 3) (Rcp) (6: 1) (p) Ea 4.000 52 467 6562 Set (Ty Ii) (Des 5) (Rcp) (6: 1) (p) Ea 2.000 53 496 6004 Remov Str (Set) Ea 32.000 54 496 6006 Remov Str (Headwall) Ea 14.000 55 496 6050 Remov Str (Driveway Culvert) Ea 58.000 56 500 6001 Mobilization Ls 1.000 57 502 6001 Barricades, Signs And Traffic Handling Mo 12.000 58 506 6004 Rock Filter Dams (Install) (Ty 4) Lf 630.000 59 506 6011 Rock Filter Dams (Remove) Lf 630.000 60 506 6038 Temp Sedmt Cont Fence (Install) Lf 6,338.000 61 506 6039 Temp Sedmt Cont Fence (Remove) Lf 6,338.000 62 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 6,338.000 63 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 6,338.000 64 529 6007 Conc Curb & Gutter (Ty i) Lf 52.000 65 529 6008 Conc Curb & Gutter (Ty Ii) Lf 148.000 66 530 6004 Driveways (Conc) Sy 203.000 67 530 6005 Driveways (Acp) Sy 5,868.000 68 533 6002 Rumble Strips (Centerline) Lf 30,438.000 69 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 4,100.000 70 540 6015 Driveway Terminal Anchor Section Ea 2.000 71 540 6016 Downstream Anchor Terminal Section Ea 16.000 72 540 6020 Mtl w - Beam Gd Fen (Low Fill Culvert) Lf 100.000 73 542 6001 Remove Metal Beam Guard Fence Lf 3,560.000 74 544 6001 Guardrail End Treatment (Install) Ea 15.000 75 544 6003 Guardrail End Treatment (Remove) Ea 26.000 76 560 6001 Mailbox Install-s (Twg-Post) Ty 1 Ea 21.000 77 560 6002 Mailbox Install-d (Twg-Post) Ty 1 Ea 4.000 78 560 6003 Mailbox Install-m (Twg-Post) Ty 1 Ea 4.000 79 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 12.000 80 644 6002 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p-Bm) Ea 9.000 81 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 19.000 82 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 2.000 83 644 6028 In Sm Rd Sn Sup&Am Tys80(1)Sa(p-Bm) Ea 1.000 84 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Bm) Ea 1.000 85 644 6076 Remove Sm Rd Sn Sup&Am Ea 44.000 86 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 70.000 87 658 6100 Instl Om Assm (Om-2z)(Wflx)Gnd(Bi) Ea 1.000 88 662 6016 Wk Zn Pav Mrk Non-Remov (w)24"(Sld) Lf 72.000 89 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 144.000 90 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 64,736.000 91 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 809.000 92 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 715.000 93 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 93.000 94 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 2.000 95 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 2.000 96 666 6093 Refl Pav Mrk Ty i (w)(Rr Xing)(100mil) Ea 2.000 97 666 6161 Re Pv Mrk Ty i(Black)6"(Shadow)(090mil) Lf 32,368.000 98 666 6170 Refl Pav Mrk Ty Ii (w) 4" (Sld) Lf 64,182.000 99 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 715.000 100 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 93.000 101 666 6184 Refl Pav Mrk Ty Ii (w) (Arrow) Ea 2.000 102 666 6192 Refl Pav Mrk Ty Ii (w) (Word) Ea 2.000 103 666 6196 Refl Pav Mrk Ty Ii (w) (Rr Xing) Ea 2.000 104 666 6205 Refl Pav Mrk Ty Ii (y) 4" (Brk) Lf 7,880.000 105 666 6207 Refl Pav Mrk Ty Ii (y) 4" (Sld) Lf 64,182.000 106 666 6283 Ref Prof Pav Mrk Ty i(w)4"(Sld)(090mil) Lf 64,182.000 107 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 7,880.000 108 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 32,974.000 109 672 6007 Refl Pav Mrkr Ty i-c Ea 36.000 110 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,482.000 111 3076 6003 d-Gr Hma Ty-b Pg64-22 (Exempt) Ton 694.000 112 3076 6048 d-Gr Hma Ty-d Pg76-22 Ton 14,056.000 113 3076 6051 d-Gr Hma Ty-d Pg76-22 (Level-Up) Ton 2,611.000 114 3084 6001 Bonding Course Gal 15,065.000 115 6001 6002 Portable Changeable Message Sign Ea 2.000 116 6185 6002 Tma (Stationary) Day 72.000 117 6185 6003 Tma (Mobile Operation) Hr 64.000 118 7251 6001 Subsurface Util Locate (Outside Rdbed) Ea 5.000 119

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.