US 271 - Roadway Rehabilitation/Reconstruction with no ADDE

100 6001 Preparing Row Ac 1.840 1 100 6002 Preparing Row Sta 72.000 2 104 6017 Removing Conc (Driveways) Sy 820.000 3 105 6015 Removing Stab Base & Asph Pav (8"-10") Sy 4,444.000 4 110 6001 Excavation (Roadway) Cy 433.000 5 112 6001 Subgrade Widening (Ord Comp) Sta 60.000 6 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 3,744.000 7 132 6021 Embankment (Vehicle)(Ord Comp)(Ty C) Cy 1,030.000 8 134 6001 Backfill (Ty a) Sta 332.000 9 134 6002 Backfill (Ty B) Sta 228.000 10 150 6001 Blading Sta 639.000 11 160 6003 Furnishing and Placing Topsoil (4") Sy 69,853.000 12 164 6001 Broadcast Seed (Perm) (Rural) (Sandy) Sy 56,309.000 13 164 6054 Bond Fbr Mtrx Seed (Perm)(Rural)(Sand) Sy 112,611.000 14 164 6055 Bonded Fbr Mtrx Seed (Temp)(Warm) Sy 56,309.000 15 164 6056 Bonded Fbr Mtrx Seed (Temp)(Cool) Sy 56,309.000 16 168 6001 Vegetative Watering Mg 4,193.000 17 247 6124 Fl Bs (Rdwy Del) (Ty a Gr 4) Ton 5,706.000 18 251 6336 Rework Bs Matl(Ty C)(13")(Ord Comp) Sy 120,072.000 19 260 6001 Lime (Hydrated Lime (Dry)) Ton 98.000 20 260 6073 Lime Trt (Subgrade)(8") Sy 5,437.000 21 275 6001 Cement Ton 3,640.000 22 275 6011 Cement Treat(Exist Matl)(8") Sy 5,437.000 23 275 6041 Cement Treat (Exist Matl) (13") Sy 120,072.000 24 310 6021 Prime Coat & Blotter (Mc-30) Gal 24,903.000 25 316 6406 Asph (Ac-20xp, Ac-10-2tr, or Ac-20-5tr) Gal 151,213.000 26 316 6407 Aggr (Ty-pd Gr-3 or Ty-pl Gr-3) Cy 3,600.000 27 351 6002 Flexible Pavement Structure Repair(6") Sy 4,300.000 28 354 6021 Plane Asph Conc Pav(0" to 2") Sy 3,200.000 29 402 6001 Trench Excavation Protection Lf 912.000 30 403 6001 Temporary Spl Shoring Sf 1,000.000 31 420 6071 Cl C Conc (Collar) Ea 17.000 32 420 6077 Cl E Conc (Seal Slab)(Non-reinf) Cy 22.000 33 432 6024 Riprap (Stone Common)(Dry)(12 in) Cy 209.000 34 432 6045 Riprap (Mow Strip)(4 in) Cy 42.000 35 462 6045 Conc Box Culv (3 Ft X 2 Ft)(Extend) Lf 75.000 36 462 6046 Conc Box Culv (3 Ft X 3 Ft)(Extend) Lf 45.000 37 462 6053 Conc Box Culv (5 Ft X 5 Ft)(Extend) Lf 96.000 38 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 2,001.000 39 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 320.000 40 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 10.000 41 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 46.000 42 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 2.000 43 466 6149 Wingwall (Fw - 0) (Hw=2 Ft) Ea 1.000 44 466 6150 Wingwall (Fw - 0) (Hw=3 Ft) Ea 7.000 45 466 6151 Wingwall (Fw - 0) (Hw=4 Ft) Ea 3.000 46 466 6167 Wingwall (Fw - S) (Hw=6 Ft) Ea 2.000 47 466 6178 Wingwall (Pw - 1) (Hw=3 Ft) Ea 1.000 48 466 6192 Wingwall (Pw - 2) (Hw=3 Ft) Ea 5.000 49 467 6112 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(4:1)(C) Ea 3.000 50 467 6115 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(6:1)(C) Ea 1.000 51 467 6119 Set (Ty I)(S=3 Ft)(Hw= 5 Ft)(6:1)(C) Ea 2.000 52 467 6150 Set (Ty I)(S= 4 Ft)(Hw= 5 Ft)(4:1) (C) Ea 2.000 53 467 6362 Set (Ty Ii) (18 in) (Rcp) (6: 1) (C) Ea 1.000 54 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 172.000 55 467 6390 Set (Ty Ii) (24 in) (Rcp) (4: 1) (C) Ea 6.000 56 467 6394 Set (Ty Ii) (24 in) (Rcp) (6: 1) (C) Ea 5.000 57 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 16.000 58 467 6422 Set (Ty Ii) (30 in) (Rcp) (6: 1) (C) Ea 2.000 59 467 6450 Set (Ty Ii) (36 in) (Rcp) (4: 1) (C) Ea 1.000 60 467 6453 Set (Ty Ii) (36 in) (Rcp) (6: 1) (C) Ea 8.000 61 480 6001 Clean Exist Culverts Ea 32.000 62 496 6016 Remov Str (Pipe) Ea 94.000 63 500 6001 Mobilization Ls 1.000 64 502 6001 Barricades, Signs and Traffic Handling Mo 16.000 65 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 2,640.000 66 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 3,980.000 67 506 6011 Rock Filter Dams (Remove) Lf 6,620.000 68 506 6029 Earthwork (Erosn & Sedmt Cont, in Veh) Cy 2,000.000 69 506 6030 Backhoe Work (Erosion & Sedmt Cont) Hr 500.000 70 506 6038 Temp Sedmt Cont Fence (Install) Lf 15,910.000 71 506 6039 Temp Sedmt Cont Fence (Remove) Lf 15,910.000 72 506 6046 Trackhoe Work (Erosion & Sedmt Cont) Hr 500.000 73 530 6002 Intersections (Acp) Sy 7,423.000 74 530 6005 Driveways (Acp) Sy 7,000.000 75 530 6017 Driveways (Conc) (Hes) Sy 818.000 76 533 6001 Rumble Strips (Shoulder) Lf 66,050.000 77 540 6002 Mtl W-beam Gd Fen (Steel Post) Lf 2,700.000 78 542 6001 Remove Metal Beam Guard Fence Lf 469.000 79 544 6001 Guardrail End Treatment (Install) Ea 28.000 80 560 6004 Mailbox Install-s (Twg-post) Ty 2 Ea 57.000 81 560 6005 Mailbox Install-d (Twg-post) Ty 2 Ea 12.000 82 560 6006 Mailbox Install-m (Twg-post) Ty 2 Ea 1.000 83 560 6014 Mailbox Install-s (Twg-post) Ty 4 Ea 1.000 84 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 38.000 85 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 56.000 86 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 1.000 87 644 6028 in Sm Rd Sn Sup&am Tys80(1)sa(P-bm) Ea 7.000 88 644 6030 in Sm Rd Sn Sup&am Tys80(1)sa(T) Ea 2.000 89 644 6033 in Sm Rd Sn Sup&am Tys80(1)sa(U) Ea 6.000 90 644 6037 in Sm Rd Sn Sup&am Tys80(1)sa(U-wc) Ea 3.000 91 644 6060 in Sm Rd Sn Sup&am Tytwt(1)ws(P) Ea 65.000 92 644 6076 Remove Sm Rd Sn Sup&am Ea 156.000 93 658 6044 Instl Del Assm (D-dy)sz 2(Wc)gnd Ea 30.000 94 658 6053 Instl Om Assm (Om-3l)(Twt)gnd Ea 7.000 95 658 6057 Instl Om Assm (Om-3r)(Twt)gnd Ea 7.000 96 658 6061 Instl Del Assm (D-sw)sz 1(Brf)gf2 Ea 42.000 97 658 6099 Instl Om Assm (Om-2z)(Wflx)gnd Ea 207.000 98 662 6001 Wk Zn Pav Mrk Non-remov (W)4"(Brk) Lf 27,635.000 99 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 110,540.000 100 662 6016 Wk Zn Pav Mrk Non-remov (W)24"(Sld) Lf 212.000 101 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 110,380.000 102 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 6,298.000 103 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 6,298.000 104 662 6109 Wk Zn Pav Mrk Sht Term (Tab)ty W Ea 4,198.000 105 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 4,000.000 106 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 2,400.000 107 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 480.000 108 666 6300 Re Pm W/ret Req Ty I (W)4"(Brk)(100mil) Lf 7,000.000 109 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 55,270.000 110 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 55,190.000 111 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 22.000 112 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 22.000 113 668 6091 Prefab Pav Mrk Ty C (W) (18")(Yld Tri) Ea 280.000 114 672 6006 Refl Pav Mrkr Ty I-a Ea 80.000 115 672 6007 Refl Pav Mrkr Ty I-c Ea 701.000 116 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 157.000 117 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 240.000 118 3077 6001 Sp Mixes Sp-b Pg64-22 Ton 7,095.000 119 3077 6011 Sp Mixes Sp-c Pg64-22 Ton 14,822.000 120 3077 6022 Sp Mixes Sp-c Sac-a Pg70-22 Ton 26,188.000 121 3077 6044 Sp Mixes Sp-d Pg64-22 (Level-up) Ton 11,290.000 122 3077 6075 Tack Coat Gal 48,455.000 123 6001 6002 Portable Changeable Message Sign Ea 3.000 124 6185 6002 Tma (Stationary) Day 274.000 125 6185 6005 Tma (Mobile Operation) Day 30.000 126

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.