US 183 - Rehabilitation of Existing Road

100 6002 Preparing Row Sta 121.700 1 104 6017 Removing Conc (Driveways) Sy 322.000 2 104 6022 Removing Conc (Curb And Gutter) Lf 101.000 3 104 6028 Removing Conc (Misc) Sy 377.000 4 104 6054 Removing Concrete(Mow Strip) Lf 428.000 5 105 6016 Removing Stab Base & Asph Pav(16") Sy 5,653.000 6 110 6001 Excavation (Roadway) Cy 13,338.000 7 132 6003 Embankment (Final)(Ord Comp)(Ty B) Cy 8,134.000 8 160 6003 Furnishing And Placing Topsoil (4") Sy 41,809.000 9 164 6003 Broadcast Seed (Perm) (Rural) (Clay) Sy 41,809.000 10 164 6009 Broadcast Seed (Temp) (Warm) Sy 20,904.500 11 164 6011 Broadcast Seed (Temp) (Cool) Sy 20,904.500 12 168 6001 Vegetative Watering Mg 764.000 13 247 6366 Fl Bs (Cmp In Plc)(Ty A Gr 5)(Fnal Pos) Cy 7,970.000 14 310 6001 Prime Coat (Multi Option) Gal 6,521.000 15 340 6246 D-Gr Hma (Sq) Ty-D Pg64_22(Level-Up) Ton 33.700 16 340 6272 Tack Coat Gal 362.000 17 347 6001 Tom (Asphalt) Pg 76-22 Ton 337.000 18 347 6002 Tom-C (Aggregate) Sac-A Ton 3,089.000 19 347 6006 Tom - C (Aggregate) Sac - B Ton 2,012.000 20 351 6004 Flexible Pavement Structure Repair(8") Sy 9,620.000 21 354 6002 Plan & Text Asph Conc Pav(0" To 2") Sy 34,229.000 22 403 6001 Temporary Spl Shoring Sf 300.000 23 423 6008 Retaining Wall (Cast - In - Place) Sf 9,150.000 24 432 6002 Riprap (Conc)(5 In) Cy 407.000 25 432 6045 Riprap (Mow Strip)(4 In) Cy 345.000 26 462 6005 Conc Box Culv (4 Ft X 4 Ft) Lf 4.000 27 462 6017 Conc Box Culv (7 Ft X 6 Ft) Lf 21.000 28 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 479.000 29 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 632.000 30 466 6170 Wingwall (Fw - S) (Hw=9 Ft) Ea 1.000 31 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 18.000 32 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 24.000 33 496 6004 Remov Str (Set) Ea 20.000 34 496 6005 Remov Str (Wingwall) Ea 2.000 35 496 6007 Remov Str (Pipe) Lf 361.000 36 500 6001 Mobilization Ls 1.000 37 502 6001 Barricades, Signs And Traffic Handling Mo 15.000 38 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 50.000 39 506 6011 Rock Filter Dams (Remove) Lf 50.000 40 506 6038 Temp Sedmt Cont Fence (Install) Lf 10,029.000 41 506 6039 Temp Sedmt Cont Fence (Remove) Lf 10,029.000 42 529 6008 Conc Curb & Gutter (Ty Ii) Lf 101.000 43 530 6004 Driveways (Conc) Sy 286.000 44 530 6005 Driveways (Acp) Sy 1,374.000 45 530 6008 Turnouts (Acp) Sy 83.000 46 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 3,125.000 47 540 6014 Short Radius Lf 75.000 48 540 6015 Driveway Terminal Anchor Section Ea 2.000 49 540 6016 Downstream Anchor Terminal Section Ea 12.000 50 540 6017 Mtl Bm Gd Fen (Long Span System) Lf 150.000 51 542 6001 Remove Metal Beam Guard Fence Lf 1,425.000 52 542 6002 Remove Terminal Anchor Section Ea 1.000 53 542 6003 Remove Downstream Anchor Terminal Ea 5.000 54 544 6001 Guardrail End Treatment (Install) Ea 9.000 55 544 6003 Guardrail End Treatment (Remove) Ea 3.000 56 560 6001 Mailbox Install-S (Twg-Post) Ty 1 Ea 7.000 57 560 6002 Mailbox Install-D (Twg-Post) Ty 1 Ea 3.000 58 560 6003 Mailbox Install-M (Twg-Post) Ty 1 Ea 2.000 59 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 30.000 60 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 8.000 61 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(U) Ea 1.000 62 644 6076 Remove Sm Rd Sn Sup&Am Ea 39.000 63 658 6028 Instl Del Assm (D-Sy)Sz (Brf)Gf1 Ea 36.000 64 658 6046 Instl Om Assm (Om-2x)(Wc)Gnd Ea 4.000 65 658 6061 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2 Ea 16.000 66 662 6001 Wk Zn Pav Mrk Non-Remov (W)4"(Brk) Lf 170.000 67 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 22,463.000 68 662 6032 Wk Zn Pav Mrk Non-Remov (Y)4"(Brk) Lf 5,660.000 69 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 22,531.000 70 662 6038 Wk Zn Pav Mrk Non-Remov (Y)8"(Sld) Lf 27.000 71 662 6056 Wk Zn Pav Mrk Remov (Traf Btn) Ty W Ea 170.000 72 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty W Ea 652.000 73 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty Y-2 Ea 709.000 74 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 2,321.000 75 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 119.000 76 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 33.000 77 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 11.000 78 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 5,910.000 79 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 23,520.000 80 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 1,649.000 81 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 119.000 82 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 33.000 83 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 11.000 84 666 6205 Refl Pav Mrk Ty Ii (Y) 4" (Brk) Lf 5,240.000 85 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 24,187.000 86 666 6300 Re Pm W/Ret Req Ty I (W)4"(Brk)(100mil) Lf 4,032.000 87 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 3,627.000 88 666 6342 Ref Prof Pav Mrk Ty I(W)4"(Sld)(100mil) Lf 23,520.000 89 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 24,187.000 90 672 6007 Refl Pav Mrkr Ty I-C Ea 414.000 91 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 632.000 92 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 39,614.000 93 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 765.000 94 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 5.000 95 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 5.000 96 685 6004 Instl Rdsd Flsh Bcn Assm (Solar Pwrd) Ea 2.000 97 685 6006 Remov Rdsd Flsh Bcn Am (Solar Pwrd) Ea 2.000 98 3076 6001 D-Gr Hma Ty-B Pg64-22 Ton 8,803.000 99 3076 6048 D-Gr Hma Ty-D Pg76-22 Ton 3,113.000 100 3076 6050 D-Gr Hma Ty-D Sac-B Pg76-22 Ton 122.000 101 3076 6066 Tack Coat Gal 2,802.000 102 3085 6001 Underseal Course Gal 19,242.000 103 6001 6002 Portable Changeable Message Sign Ea 4.000 104 6185 6002 Tma (Stationary) Day 270.000 105 6185 6003 Tma (Mobile Operation) Hr 150.000 106 7251 6001 Subsurface Util Locate (Outside Rdbed) Ea 4.000 107

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.