US 277 - Super-2 Highway

100 6002 Preparing Row Sta 751.000 1 100 6003 Preparing Row(Tree)(5" to 12" Dia) Ea 18.000 2 104 6009 Removing Conc (Riprap) Sy 52.000 3 105 6058 Removing Stab Base & Asph Pav (10"-12") Sy 9,345.000 4 105 6069 Removing Stab Base & Asph Pav (4" - 6") Sy 4,074.000 5 110 6001 Excavation (Roadway) Cy 2,251.000 6 132 6004 Embankment (Final)(Dens Cont)(Ty B) Cy 28,414.000 7 134 6004 Backfill (Ty a or B) Sta 749.000 8 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 124,452.000 9 164 6041 Drill Seeding (Temp) (Warm) Sy 62,226.000 10 164 6043 Drill Seeding (Temp) (Cool) Sy 62,226.000 11 216 6001 Proof Rolling Hr 52.000 12 247 6041 Fl Bs (Cmp in Plc)(Tya Gr1-2)(Fnal Pos) Cy 6,478.000 13 260 6002 Lime (Hydrated Lime (Slurry)) Ton 733.000 14 260 6073 Lime Trt (Subgrade)(8") Sy 34,779.000 15 310 6027 Prime Coat(Mc-30 or Ae-p) Gal 13,595.000 16 315 6004 Fog Seal (Css-1h) Gal 4,344.000 17 316 6024 Asph (Crs-2p) Gal 88,083.000 18 316 6222 Aggr(Ty-pb Gr-3 Sac-b) Cy 409.000 19 316 6224 Aggr(Ty-pb Gr-4 Sac-b) Cy 3,511.000 20 316 6405 Asph (Ac-20-5tr or Ac-20xp) Gal 88,083.000 21 351 6004 Flexible Pavement Structure Repair(8") Sy 7,733.000 22 354 6022 Plane Asph Conc Pav(0" to 3") Sy 5,159.000 23 354 6041 Plane Asph Conc Pav (1.5") Sy 31,127.000 24 354 6043 Plane Asph Conc Pav (1") Sy 8,071.000 25 354 6051 Plane Asph Conc Pav (0" to 1 1/2") Sy 2,926.000 26 354 6087 Plane Asph Conc Pav (1/2") Sy 217,429.000 27 356 6021 Pav Jt Underseal (24") Lf 475.000 28 400 6005 Cem Stabil Bkfl Cy 121.600 29 401 6001 Flowable Backfill Cy 56.000 30 403 6001 Temporary Spl Shoring Sf 1,623.000 31 420 6011 Cl B Conc (Flume) Cy 15.000 32 429 6007 Conc Str Repair (Vertical & Overhead) Sf 108.000 33 432 6002 Riprap (Conc)(5 in) Cy 81.300 34 432 6033 Riprap (Stone Protection)(18 in) Cy 7.600 35 432 6045 Riprap (Mow Strip)(4 in) Cy 95.000 36 438 6001 Cleaning and Sealing Existing Joints Lf 475.000 37 451 6004 Retrofit Rail (Ty T131rc) Lf 744.000 38 462 6047 Conc Box Culv (4 Ft X 2 Ft)(Extend) Lf 14.000 39 462 6054 Conc Box Culv (6 Ft X 3 Ft)(Extend) Lf 42.000 40 462 6056 Conc Box Culv (6 Ft X 5 Ft)(Extend) Lf 60.000 41 462 6057 Conc Box Culv (6 Ft X 6 Ft)(Extend) Lf 50.000 42 462 6064 Conc Box Culv (8 Ft X 5 Ft)(Extend) Lf 7.000 43 462 6067 Conc Box Culv (8 Ft X 8 Ft)(Extend) Lf 64.000 44 462 6109 Conc Box Culv (8 Ft X 3 Ft)(Extend) Lf 5.000 45 1 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 245.000 46 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 16.000 47 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 14.000 48 467 6014 Set (Ty I) (36 in) (3: 1) (C) Ea 1.000 49 467 6045 Set (Ty I)(S=10 Ft)(Hw=11 Ft)(3:1)(C) Ea 8.000 50 467 6112 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(4:1)(C) Ea 6.000 51 467 6139 Set (Ty I)(S= 4 Ft)(Hw= 3 Ft)(4:1) (C) Ea 4.000 52 467 6171 Set (Ty I)(S= 5 Ft)(Hw= 3 Ft)(3:1) (C) Ea 1.000 53 467 6172 Set (Ty I)(S= 5 Ft)(Hw= 3 Ft)(4:1) (C) Ea 7.000 54 467 6211 Set (Ty I)(S= 6 Ft)(Hw= 4 Ft)(3:1) (C) Ea 6.000 55 467 6212 Set (Ty I)(S= 6 Ft)(Hw= 4 Ft)(4:1) (C) Ea 22.000 56 467 6223 Set (Ty I)(S= 6 Ft)(Hw= 6 Ft)(3:1) (C) Ea 5.000 57 467 6227 Set (Ty I)(S= 6 Ft)(Hw= 7 Ft)(3:1) (C) Ea 19.000 58 467 6228 Set (Ty I)(S= 6 Ft)(Hw= 7 Ft)(4:1) (C) Ea 5.000 59 467 6270 Set (Ty I)(S= 8 Ft)(Hw= 4 Ft)(4:1) (C) Ea 1.000 60 467 6279 Set (Ty I)(S= 8 Ft)(Hw= 6 Ft)(3:1) (C) Ea 2.000 61 467 6288 Set (Ty I)(S= 8 Ft)(Hw= 9 Ft)(3:1) (C) Ea 16.000 62 1 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 26.000 63 467 6388 Set (Ty Ii) (24 in) (Rcp) (3: 1) (C) Ea 4.000 64 467 6390 Set (Ty Ii) (24 in) (Rcp) (4: 1) (C) Ea 4.000 65 467 6391 Set (Ty Ii) (24 in) (Rcp) (4: 1) (P) Ea 1.000 66 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 5.000 67 467 6448 Set (Ty Ii) (36 in) (Rcp) (3: 1) (C) Ea 1.000 68 480 6001 Clean Exist Culverts Ea 35.000 69 500 6001 Mobilization Ls 1.000 70 502 6001 Barricades, Signs and Traffic Handling Mo 18.000 71 506 6020 Construction Exits (Install) (Ty 1) Sy 1,232.000 72 506 6024 Construction Exits (Remove) Sy 1,232.000 73 506 6038 Temp Sedmt Cont Fence (Install) Lf 15,083.000 74 506 6039 Temp Sedmt Cont Fence (Remove) Lf 15,083.000 75 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 4,708.000 76 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 4,708.000 77 512 6089 Ptb(Frn&instl)(Sscb or Csb)(Ty1)or(Stl) Lf 1,020.000 78 512 6090 Ptb(Move)(Sscb or Csb)(Ty1)or(Stl) Lf 2,760.000 79 512 6091 Ptb(Remove)(Sscb or Csb)(Ty1)or(Stl) Lf 1,020.000 80 530 6005 Driveways (Acp) Sy 2,847.000 81 530 6006 Driveways (Surf Treat) Sy 1,145.000 82 533 6003 Rumble Strips (Shoulder) Asphalt Lf 147,230.000 83 533 6004 Rumble Strips (Centerline) Asphalt Lf 69,873.000 84 540 6002 Mtl W-beam Gd Fen (Steel Post) Lf 937.500 85 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 8.000 86 540 6020 Mtl W - Beam Gd Fen (Low Fill Culvert) Lf 113.000 87 542 6001 Remove Metal Beam Guard Fence Lf 1,057.000 88 544 6001 Guardrail End Treatment (Install) Ea 14.000 89 544 6003 Guardrail End Treatment (Remove) Ea 12.000 90 545 6003 Crash Cush Atten (Move & Reset) Ea 12.000 91 545 6005 Crash Cush Atten (Remove) Ea 4.000 92 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 4.000 93 552 6008 Wire Fence (Water Gap) Lf 681.000 94 560 6011 Mailbox Install-s (Tww-post) Ty 4 Ea 2.000 95 560 6013 Mailbox Install-m (Tww-post) Ty 4 Ea 2.000 96 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 85.000 97 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 18.000 98 644 6033 in Sm Rd Sn Sup&am Tys80(1)sa(U) Ea 11.000 99 644 6035 in Sm Rd Sn Sup&am Tys80(1)sa(U-2ext) Ea 1.000 100 644 6037 in Sm Rd Sn Sup&am Tys80(1)sa(U-wc) Ea 5.000 101 644 6076 Remove Sm Rd Sn Sup&am Ea 102.000 102 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 20.000 103 658 6099 Instl Om Assm (Om-2z)(Wflx)gnd Ea 41.000 104 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 298,980.000 105 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 298,980.000 106 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 29,898.000 107 666 6005 Refl Pav Mrk Ty I (W)4"(Dot)(090mil) Lf 1,507.000 108 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 3,281.000 109 666 6041 Refl Pav Mrk Ty I (W)12"(Sld)(090mil) Lf 835.000 110 666 6047 Refl Pav Mrk Ty I (W)24"(Sld)(090mil) Lf 345.000 111 666 6140 Refl Pav Mrk Ty I (Y)12"(Sld)(090mil) Lf 46.000 112 666 6299 Re Pm W/ret Req Ty I (W)4"(Brk)(090mil) Lf 7,941.000 113 666 6302 Re Pm W/ret Req Ty I (W)4"(Sld)(090mil) Lf 149,481.000 114 666 6311 Re Pm W/ret Req Ty I (Y)4"(Brk)(090mil) Lf 9,030.000 115 666 6314 Re Pm W/ret Req Ty I (Y)4"(Sld)(090mil) Lf 100,830.000 116 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 5.000 117 668 6083 Prefab Pav Mrk Ty C (W) (Lndp Arrow) Ea 8.000 118 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 5.000 119 668 6089 Prefab Pav Mrk Ty C (W) (Rr Xing) Ea 5.000 120 668 6092 Prefab Pav Mrk Ty C (W) (36")(Yld Tri) Ea 6.000 121 672 6007 Refl Pav Mrkr Ty I-c Ea 496.000 122 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 1,522.000 123 780 6002 Cnc Crack Repair (Discrete)(Inject) Lf 1,118.000 124 780 6004 Conc Crck Repr(Discrete)(Rout and Seal) Lf 12.000 125 780 6010 Cnc Crack Repair (Discrete)(Surf Seal) Lf 264.000 126 3077 6023 Sp Mixes Sp-c Sac-b Pg70-22 Ton 65,748.000 127 3077 6055 Sp Mixes Sp-d Sac-b Pg70-22 (Level-up) Ton 1,456.000 128 3077 6075 Tack Coat Gal 21,983.000 129 4171 6001 Install Bridge Identification Numbers Ea 13.000 130 6001 6001 Portable Changeable Message Sign Day 101.000 131 6185 6002 Tma (Stationary) Day 101.000 132 1a 467 6351 Set (Ty Ii) (18 in) (Hdpe) (6: 1) (P) Ea 14.000 133 1a 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 12.000 134 1a 4122 6013 Thermoplastic Pipe (18 in)(Pp)(Type I) Lf 245.000 135

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.