SH 19 - Highway Improvement

100 6002 Preparing Row Sta 321.800 1 104 6017 Removing Conc (Driveways) Sy 129.000 2 110 6001 Excavation (Roadway) Cy 16,775.200 3 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 9,766.900 4 132 6021 Embankment (Vehicle)(Ord Comp)(Ty C) Cy 441.000 5 134 6001 Backfill (Ty A) Sta 350.300 6 134 6006 Backfill (Ty A) Lf 32,180.000 7 150 6001 Blading Sta 112.000 8 160 6003 Furnishing And Placing Topsoil (4") Sy 107,267.000 9 164 6001 Broadcast Seed (Perm) (Rural) (Sandy) Sy 87,714.000 10 164 6054 Bond Fbr Mtrx Seed (Perm)(Rural)(Sand) Sy 175,427.000 11 164 6055 Bonded Fbr Mtrx Seed (Temp)(Warm) Sy 87,714.000 12 164 6056 Bonded Fbr Mtrx Seed (Temp)(Cool) Sy 87,714.000 13 168 6001 Vegetative Watering Mg 5,789.000 14 247 6230 Fl Bs (Cmp In Place)(Ty A Gr 1-2)(8") Sy 35,431.000 15 260 6001 Lime (Hydrated Lime (Dry)) Ton 924.000 16 260 6027 Lime Trt (Exst Matl)(8") Sy 38,264.000 17 275 6001 Cement Ton 924.000 18 275 6011 Cement Treat(Exist Matl)(8") Sy 38,264.000 19 310 6021 Prime Coat & Blotter (Mc-30) Gal 10,587.000 20 314 6012 Emuls Asph (Erosn Cont)(Css-1) Gal 4,291.000 21 316 6406 Asph (Ac-20xp, Ac-10-2tr, Or Ac-20-5tr) Gal 162,061.000 22 316 6407 Aggr (Ty-Pd Gr-3 Or Ty-Pl Gr-3) Cy 3,859.000 23 340 6106 D-Gr Hma(Sq) Ty-D Pg64-22 Ton 781.000 24 342 6002 Pfc (Asphalt) Pg76-22 Ton 1,458.000 25 342 6006 Pfc-C (Aggregate)(Pg76 Mix) Sac-A Ton 22,834.000 26 351 6002 Flexible Pavement Structure Repair(6") Sy 3,500.000 27 354 6049 Plane Asph Conc Pav (6") Sy 12,531.000 28 354 6051 Plane Asph Conc Pav (0" To 1 1/2") Sy 1,466.000 29 401 6001 Flowable Backfill Cy 14.000 30 403 6001 Temporary Spl Shoring Sf 1,895.000 31 420 6011 Cl B Conc (Flume) Cy 4.000 32 420 6077 Cl E Conc (Seal Slab)(Non-Reinf) Cy 4.000 33 432 6002 Riprap (Conc)(5 In) Cy 2.000 34 432 6045 Riprap (Mow Strip)(4 In) Cy 160.000 35 451 6004 Retrofit Rail (Ty T131rc) Lf 348.000 36 462 6045 Conc Box Culv (3 Ft X 2 Ft)(Extend) Lf 54.000 37 462 6046 Conc Box Culv (3 Ft X 3 Ft)(Extend) Lf 8.000 38 462 6048 Conc Box Culv (4 Ft X 3 Ft)(Extend) Lf 50.000 39 462 6052 Conc Box Culv (5 Ft X 4 Ft)(Extend) Lf 7.000 40 462 6053 Conc Box Culv (5 Ft X 5 Ft)(Extend) Lf 13.000 41 462 6055 Conc Box Culv (6 Ft X 4 Ft)(Extend) Lf 20.000 42 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,812.000 43 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 144.000 44 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 1.000 45 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 1.000 46 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 1.000 47 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 1.000 48 466 6184 Wingwall (Pw - 1) (Hw=9 Ft) Ea 1.000 49 467 6101 Set (Ty I)(S=3 Ft)(Hw=2ft)(4:1)(C) Ea 3.000 50 467 6106 Set (Ty I)(S=3 Ft)(Hw=3ft)(4:1)(C) Ea 2.000 51 467 6139 Set (Ty I)(S= 4 Ft)(Hw= 3 Ft)(4:1) (C) Ea 3.000 52 467 6177 Set (Ty I)(S= 5 Ft)(Hw= 4 Ft)(4:1) (C) Ea 1.000 53 467 6212 Set (Ty I)(S= 6 Ft)(Hw= 4 Ft)(4:1) (C) Ea 1.000 54 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 87.000 55 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 8.000 56 496 6016 Remov Str (Pipe) Ea 47.000 57 500 6001 Mobilization Ls 1.000 58 502 6001 Barricades, Signs And Traffic Handling Mo 28.000 59 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 640.000 60 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 560.000 61 506 6011 Rock Filter Dams (Remove) Lf 1,200.000 62 506 6029 Earthwork (Erosn & Sedmt Cont, In Veh) Cy 105.000 63 506 6030 Backhoe Work (Erosion & Sedmt Cont) Hr 400.000 64 506 6038 Temp Sedmt Cont Fence (Install) Lf 7,590.000 65 506 6039 Temp Sedmt Cont Fence (Remove) Lf 7,590.000 66 506 6046 Trackhoe Work (Erosion & Sedmt Cont) Hr 400.000 67 530 6002 Intersections (Acp) Sy 3,343.000 68 530 6005 Driveways (Acp) Sy 5,112.000 69 530 6017 Driveways (Conc) (Hes) Sy 151.000 70 533 6001 Rumble Strips (Shoulder) Lf 184,384.000 71 533 6002 Rumble Strips (Centerline) Lf 68,212.000 72 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 1,737.500 73 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 8.000 74 542 6001 Remove Metal Beam Guard Fence Lf 1,262.500 75 542 6002 Remove Terminal Anchor Section Ea 8.000 76 544 6001 Guardrail End Treatment (Install) Ea 18.000 77 544 6003 Guardrail End Treatment (Remove) Ea 8.000 78 560 6004 Mailbox Install-S (Twg-Post) Ty 2 Ea 46.000 79 560 6005 Mailbox Install-D (Twg-Post) Ty 2 Ea 16.000 80 560 6006 Mailbox Install-M (Twg-Post) Ty 2 Ea 79.000 81 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 48.000 82 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(T) Ea 6.000 83 644 6037 In Sm Rd Sn Sup&Am Tys80(1)Sa(U-Wc) Ea 11.000 84 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(P) Ea 100.000 85 644 6076 Remove Sm Rd Sn Sup&Am Ea 165.000 86 658 6062 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2(Bi) Ea 64.000 87 658 6099 Instl Om Assm (Om-2z)(Wflx)Gnd Ea 58.000 88 662 6001 Wk Zn Pav Mrk Non-Remov (W)4"(Brk) Lf 7,280.000 89 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 137,020.000 90 662 6012 Wk Zn Pav Mrk Non-Remov (W)8"(Sld) Lf 2,040.000 91 662 6016 Wk Zn Pav Mrk Non-Remov (W)24"(Sld) Lf 486.000 92 662 6032 Wk Zn Pav Mrk Non-Remov (Y)4"(Brk) Lf 4,680.000 93 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 134,890.000 94 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty W Ea 658.000 95 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty Y-2 Ea 7,038.000 96 662 6113 Wk Zn Pav Mrk Sht Term Rmv (Y)(4") Lf 15,107.000 97 666 6006 Refl Pav Mrk Ty I (W)4"(Dot)(100mil) Lf 785.000 98 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 2,145.000 99 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 486.000 100 666 6300 Re Pm W/Ret Req Ty I (W)4"(Brk)(100mil) Lf 7,100.000 101 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 134,620.000 102 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 4,240.000 103 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 142,255.000 104 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 16.000 105 668 6083 Prefab Pav Mrk Ty C (W) (Lndp Arrow) Ea 4.000 106 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 16.000 107 668 6101 Prefab Pav Mrk Ty C (Y) (4") (Sld) Lf 488.000 108 672 6006 Refl Pav Mrkr Ty I-A Ea 396.000 109 672 6007 Refl Pav Mrkr Ty I-C Ea 491.000 110 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 3,509.000 111 3077 6001 Sp Mixes Sp-B Pg64-22 Ton 6,019.000 112 3077 6011 Sp Mixes Sp-C Pg64-22 Ton 18,501.000 113 3077 6075 Tack Coat Gal 13,029.000 114 6001 6002 Portable Changeable Message Sign Ea 2.000 115 6185 6002 Tma (Stationary) Day 310.000 116 6185 6005 Tma (Mobile Operation) Day 60.000 117

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.