FM 455 - Provide Additional Paved Surface Width

100 6002 Preparing Row Sta 218.770 1 104 6017 Removing Conc (Driveways) Sy 360.000 2 110 6001 Excavation (Roadway) Cy 6,447.000 3 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 13,911.000 4 134 6004 Backfill (Ty a or B) Sta 218.770 5 150 6001 Blading Sta 218.770 6 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 139,511.000 7 164 6051 Drill Seed (Temp)(Warm or Cool) Sy 139,511.000 8 168 6001 Vegetative Watering Mg 41,507.000 9 247 6133 Fl Bs (Rdwy Del) (Ty D Gr 1-2) Ton 2,200.000 10 247 6292 Fl Bs (Cmp in Place)(Ty D Gr 1-2)(11") Sy 64,525.000 11 247 6312 Fl Bs (Cmp in Plc)(Ty D Gr1-2)(8") Sy 5,968.000 12 251 6073 Rewrking Bs Matl (Ty C)(10")(Ord Comp) Sy 53,477.000 13 275 6001 Cement Ton 304.000 14 275 6026 Cement Treat (Exist Matl) (5") Sy 72,923.000 15 314 6021 Emuls Asph (Prime)(Ms-2 or Ss-1) Gal 14,099.000 16 316 6024 Asph (Crs-2p) Gal 11,749.000 17 316 6029 Asph (Rc-250) Gal 6,579.000 18 316 6177 Aggr(Ty-b Gr-5 Sac-b) Cy 188.000 19 316 6419 Asph (Ac-15p, Ac-20-5tr or Ac-20xp) Gal 9,869.000 20 316 6440 Aggr (Ty-b Gr-3 or Ty-l Gr-3)(Sac-b) Cy 448.000 21 354 6002 Plan & Text Asph Conc Pav(0" to 2") Sy 53,477.000 22 400 6005 Cem Stabil Bkfl Cy 108.000 23 400 6008 Cut & Restore Asph Paving Sy 108.000 24 402 6001 Trench Excavation Protection Lf 48.000 25 403 6001 Temporary Spl Shoring Sf 664.000 26 432 6001 Riprap (Conc)(4 in) Cy 15.000 27 432 6030 Riprap (Stone Common)(Grout)(12 in) Cy 81.000 28 432 6045 Riprap (Mow Strip)(4 in) Cy 39.000 29 462 6003 Conc Box Culv (4 Ft X 2 Ft) Lf 108.000 30 462 6013 Conc Box Culv (6 Ft X 6 Ft) Lf 56.000 31 462 6068 Conc Box Culv (9 Ft X 5 Ft)(Extend) Lf 20.000 32 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 1,053.000 33 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 540.000 34 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 40.000 35 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 36.000 36 464 6009 Rc Pipe (Cl Iii)(42 in) Lf 16.000 37 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 in) Ea 2.000 38 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 in) Ea 4.000 39 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 in) Ea 2.000 40 466 6102 Headwall (Ch - Pw - 0) (Dia= 42 in) Ea 2.000 41 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 in) Ea 1.000 42 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 2.000 43 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 2.000 44 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 2.000 45 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 80.000 46 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 44.000 47 467 6423 Set (Ty Ii) (30 in) (Rcp) (6: 1) (P) Ea 2.000 48 496 6004 Remov Str (Set) Ea 10.000 49 496 6005 Remov Str (Wingwall) Ea 4.000 50 496 6007 Remov Str (Pipe) Lf 1,553.000 51 496 6008 Remov Str (Box Culvert) Lf 48.000 52 500 6001 Mobilization Ls 1.000 53 502 6001 Barricades, Signs and Traffic Handling Mo 13.000 54 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 340.000 55 506 6011 Rock Filter Dams (Remove) Lf 340.000 56 506 6020 Construction Exits (Install) (Ty 1) Sy 163.000 57 506 6024 Construction Exits (Remove) Sy 163.000 58 506 6038 Temp Sedmt Cont Fence (Install) Lf 3,260.000 59 506 6039 Temp Sedmt Cont Fence (Remove) Lf 3,260.000 60 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 1,034.000 61 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,034.000 62 530 6004 Driveways (Conc) Sy 321.000 63 530 6005 Driveways (Acp) Sy 5,412.000 64 533 6001 Rumble Strips (Shoulder) Lf 38,956.000 65 533 6002 Rumble Strips (Centerline) Lf 35,209.000 66 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 570.000 67 540 6014 Short Radius Lf 74.000 68 540 6015 Driveway Terminal Anchor Section Ea 2.000 69 544 6001 Guardrail End Treatment (Install) Ea 2.000 70 560 6011 Mailbox Install-s (Tww-post) Ty 4 Ea 23.000 71 560 6012 Mailbox Install-d (Tww-post) Ty 4 Ea 4.000 72 560 6013 Mailbox Install-m (Tww-post) Ty 4 Ea 1.000 73 636 6007 Replace Existing Aluminum Signs(Ty a) Sf 23.000 74 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 49.000 75 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 2.000 76 644 6036 in Sm Rd Sn Sup&am Tys80(1)sa(U-bm) Ea 1.000 77 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 13.000 78 658 6099 Instl Om Assm (Om-2z)(Wflx)gnd Ea 17.000 79 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 8,778.000 80 662 6110 Wk Zn Pav Mrk Sht Term (Tab)ty Y Ea 8,056.000 81 666 6018 Refl Pav Mrk Ty I (W)6"(Dot)(100mil) Lf 410.000 82 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 88.000 83 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 90.000 84 666 6093 Refl Pav Mrk Ty I (W)(Rr Xing)(100mil) Ea 2.000 85 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 43,233.000 86 666 6312 Re Pm W/ret Req Ty I (Y)4"(Brk)(100mil) Lf 1,625.000 87 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 35,406.000 88 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 568.000 89 3077 6013 Sp Mixes Sp-c Sac-b Pg64-22 Ton 8,437.000 90 3077 6075 Tack Coat Gal 4,588.000 91 5116 6001 Amphibian/reptile Exclusion Fence Inst Lf 1,881.000 92 5116 6002 Amphibian/reptile Exclusion Fence Rem Lf 1,881.000 93 6001 6002 Portable Changeable Message Sign Ea 2.000 94 6185 6002 Tma (Stationary) Day 225.000 95 6185 6003 Tma (Mobile Operation) Hr 200.000 96

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.