SH 19 - Super-2 Highway

100 6002 Preparing Row Sta 19.990 1 104 6017 Removing Conc (Driveways) Sy 55.000 2 110 6001 Excavation (Roadway) Cy 9,828.600 3 132 6005 Embankment (Final)(Ord Comp)(Ty C) Cy 10,065.000 4 132 6021 Embankment (Vehicle)(Ord Comp)(Ty C) Cy 46.000 5 134 6001 Backfill (Ty a) Sta 131.890 6 134 6006 Backfill (Ty a) Lf 17,646.000 7 150 6001 Blading Sta 6.000 8 160 6003 Furnishing and Placing Topsoil (4") Sy 53,762.000 9 164 6001 Broadcast Seed (Perm) (Rural) (Sandy) Sy 46,448.000 10 164 6054 Bond Fbr Mtrx Seed (Perm)(Rural)(Sand) Sy 92,895.000 11 164 6055 Bonded Fbr Mtrx Seed (Temp)(Warm) Sy 46,448.000 12 164 6056 Bonded Fbr Mtrx Seed (Temp)(Cool) Sy 46,448.000 13 168 6001 Vegetative Watering Mg 2,044.000 14 247 6230 Fl Bs (Cmp in Place)(Ty a Gr 1-2)(8") Sy 24,200.000 15 260 6001 Lime (Hydrated Lime (Dry)) Ton 188.000 16 260 6027 Lime Trt (Exst Matl)(8") Sy 12,540.000 17 275 6001 Cement Ton 213.000 18 275 6011 Cement Treat(Exist Matl)(8") Sy 12,540.000 19 310 6009 Prime Coat (Mc-30) Gal 6,996.000 20 314 6012 Emuls Asph (Erosn Cont)(Css-1) Gal 1,461.000 21 316 6406 Asph (Ac-20xp, Ac-10-2tr, or Ac-20-5tr) Gal 94,600.000 22 316 6407 Aggr (Ty-pd Gr-3 or Ty-pl Gr-3) Cy 2,252.000 23 351 6002 Flexible Pavement Structure Repair(6") Sy 2,000.000 24 354 6021 Plane Asph Conc Pav(0" to 2") Sy 5,868.000 25 354 6041 Plane Asph Conc Pav (1.5") Sy 2,886.000 26 354 6045 Plane Asph Conc Pav (2") Sy 10,242.000 27 354 6049 Plane Asph Conc Pav (6") Sy 12,170.000 28 354 6051 Plane Asph Conc Pav (0" to 1 1/2") Sy 13,172.000 29 403 6001 Temporary Spl Shoring Sf 120.000 30 420 6071 Cl C Conc (Collar) Ea 12.000 31 420 6077 Cl E Conc (Seal Slab)(Non-reinf) Cy 5.400 32 432 6009 Riprap (Conc) (Cl B) (4") Cy 16.000 33 432 6026 Riprap (Stone Common)(Dry)(18 in) Cy 153.000 34 432 6045 Riprap (Mow Strip)(4 in) Cy 171.000 35 438 6006 Cleaning and Sealing Joints (Cl 3) Lf 572.000 36 462 6048 Conc Box Culv (4 Ft X 3 Ft)(Extend) Lf 18.000 37 462 6051 Conc Box Culv (5 Ft X 3 Ft)(Extend) Lf 8.000 38 462 6060 Conc Box Culv (7 Ft X 5 Ft)(Extend) Lf 11.000 39 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 936.000 40 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 92.000 41 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 36.000 42 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 18.000 43 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 3.000 44 467 6253 Set (Ty I)(S= 7 Ft)(Hw= 6 Ft)(3:1) (C) Ea 1.000 45 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 50.000 46 467 6388 Set (Ty Ii) (24 in) (Rcp) (3: 1) (C) Ea 4.000 47 467 6390 Set (Ty Ii) (24 in) (Rcp) (4: 1) (C) Ea 2.000 48 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 2.000 49 467 6417 Set (Ty Ii) (30 in) (Rcp) (3: 1) (C) Ea 1.000 50 467 6419 Set (Ty Ii) (30 in) (Rcp) (4: 1) (C) Ea 2.000 51 467 6448 Set (Ty Ii) (36 in) (Rcp) (3: 1) (C) Ea 3.000 52 480 6001 Clean Exist Culverts Ea 6.000 53 496 6016 Remov Str (Pipe) Ea 26.000 54 500 6001 Mobilization Ls 1.000 55 502 6001 Barricades, Signs and Traffic Handling Mo 16.000 56 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 210.000 57 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 1,200.000 58 506 6011 Rock Filter Dams (Remove) Lf 1,410.000 59 506 6029 Earthwork (Erosn & Sedmt Cont, in Veh) Cy 1,000.000 60 506 6030 Backhoe Work (Erosion & Sedmt Cont) Hr 100.000 61 506 6038 Temp Sedmt Cont Fence (Install) Lf 10,000.000 62 506 6039 Temp Sedmt Cont Fence (Remove) Lf 10,000.000 63 506 6046 Trackhoe Work (Erosion & Sedmt Cont) Hr 100.000 64 530 6002 Intersections (Acp) Sy 300.000 65 530 6005 Driveways (Acp) Sy 2,074.000 66 530 6017 Driveways (Conc) (Hes) Sy 46.000 67 533 6001 Rumble Strips (Shoulder) Lf 67,474.000 68 533 6002 Rumble Strips (Centerline) Lf 33,237.000 69 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 1,388.000 70 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 12.000 71 540 6014 Short Radius Lf 25.000 72 540 6016 Downstream Anchor Terminal Section Ea 1.000 73 540 6020 Mtl W - Beam Gd Fen (Low Fill Culvert) Lf 87.500 74 542 6001 Remove Metal Beam Guard Fence Lf 900.000 75 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-beam) Ea 12.000 76 544 6001 Guardrail End Treatment (Install) Ea 15.000 77 544 6003 Guardrail End Treatment (Remove) Ea 12.000 78 560 6004 Mailbox Install-s (Twg-post) Ty 2 Ea 13.000 79 560 6005 Mailbox Install-d (Twg-post) Ty 2 Ea 3.000 80 560 6006 Mailbox Install-m (Twg-post) Ty 2 Ea 2.000 81 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 23.000 82 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 2.000 83 644 6033 in Sm Rd Sn Sup&am Tys80(1)sa(U) Ea 3.000 84 644 6060 in Sm Rd Sn Sup&am Tytwt(1)ws(P) Ea 42.000 85 644 6061 in Sm Rd Sn Sup&am Tytwt(1)ws(T) Ea 14.000 86 644 6071 Relocate Sm Rd Sn Sup&am Ty Twt Ea 3.000 87 644 6076 Remove Sm Rd Sn Sup&am Ea 79.000 88 658 6014 Instl Del Assm (D-sw)sz (Brf)ctb (Bi) Ea 24.000 89 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 54.000 90 658 6100 Instl Om Assm (Om-2z)(Wflx)gnd(Bi) Ea 58.000 91 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 87,780.000 92 662 6016 Wk Zn Pav Mrk Non-remov (W)24"(Sld) Lf 40.000 93 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 79,240.000 94 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 40.000 95 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 3,534.000 96 662 6113 Wk Zn Pav Mrk Sht Term Rmv (Y)(4") Lf 15,903.000 97 666 6006 Refl Pav Mrk Ty I (W)4"(Dot)(100mil) Lf 295.000 98 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 888.000 99 666 6300 Re Pm W/ret Req Ty I (W)4"(Brk)(100mil) Lf 3,728.000 100 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 68,494.000 101 666 6312 Re Pm W/ret Req Ty I (Y)4"(Brk)(100mil) Lf 2,635.000 102 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 53,824.000 103 666 6342 Ref Prof Pav Mrk Ty I(W)4"(Sld)(100mil) Lf 1,900.000 104 666 6344 Ref Prof Pav Mrk Ty I(Y)4"(Brk)(100mil) Lf 768.000 105 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 300.000 106 668 6076 Prefab Pav Mrk Ty C (W) (24") (Sld) Lf 230.000 107 668 6083 Prefab Pav Mrk Ty C (W) (Lndp Arrow) Ea 4.000 108 668 6092 Prefab Pav Mrk Ty C (W) (36")(Yld Tri) Ea 10.000 109 672 6006 Refl Pav Mrkr Ty I-a Ea 66.000 110 672 6007 Refl Pav Mrkr Ty I-c Ea 187.000 111 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 827.000 112 3076 6035 D-gr Hma Ty-d Pg64-22 Ton 101.000 113 3077 6001 Sp Mixes Sp-b Pg64-22 Ton 701.000 114 3077 6011 Sp Mixes Sp-c Pg64-22 Ton 11,669.000 115 3077 6044 Sp Mixes Sp-d Pg64-22 (Level-up) Ton 3,307.000 116 3077 6051 Sp Mixes Sp-d Pg70-22 Ton 216.000 117 3077 6075 Tack Coat Gal 6,882.000 118 3079 6007 Pfc-c (Pg76 Mix) Sac-a Ton 13,377.000 119 3079 6011 Pfc-c Pg76-22 Sac-a Ton 854.000 120 6001 6001 Portable Changeable Message Sign Day 28.000 121 6001 6002 Portable Changeable Message Sign Ea 2.000 122 6056 6002 Preformed Centerline Rumble Strip Lf 488.000 123 6185 6002 Tma (Stationary) Day 220.000 124 6185 6005 Tma (Mobile Operation) Day 30.000 125

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.