FM 148 - Rehabilitate Existing Roadway

100 6002 Preparing Row Sta 109.300 1 104 6017 Removing Conc (Driveways) Sy 356.050 2 105 6011 Removing Stab Base And Asph Pav (2"-6") Sy 2,776.540 3 105 6137 Remove Trt Base & Asph Pav (12"-20") Sy 934.000 4 112 6002 Subgrade Widening (Dens Cont) Sta 109.300 5 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 3,636.000 6 134 6004 Backfill (Ty A Or B) Sta 109.300 7 152 6001 Road Grader Work (Ord Comp) Sta 109.300 8 161 6017 Compost Manuf Topsoil (4") Sy 64,103.000 9 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 64,103.000 10 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 10,576.000 11 168 6001 Vegetative Watering Mg 11,102.400 12 247 6073 Fl Bs (Cmp In Plc)(Ty D Gr 1-2) (6") Sy 1,338.000 13 247 6133 Fl Bs (Rdwy Del) (Ty D Gr 1-2) Ton 6,825.000 14 247 6313 Fl Bs (Cmp In Plc)(Ty D Gr1-2)(12") Sy 34,002.000 15 251 6336 Rework Bs Matl(Ty C)(13")(Ord Comp) Sy 31,074.000 16 275 6001 Cement Ton 208.700 17 275 6003 Cement Treat (New Base) (6") Sy 1,338.000 18 275 6004 Cement Treat (Mx Exst Mtl & Nw Bs) (6") Sy 35,675.000 19 314 6021 Emuls Asph (Prime)(Ms-2 Or Ss-1) Gal 6,800.740 20 316 6024 Asph (Crs-2p) Gal 5,874.500 21 316 6419 Asph (Ac-15p, Ac-20-5tr Or Ac-20xp) Gal 4,934.700 22 316 6440 Aggr (Ty-B Gr-3 Or Ty-L Gr-3)(Sac-B) Cy 329.700 23 354 6100 Plane Asph Conc Pav (5") Sy 23,845.000 24 403 6001 Temporary Spl Shoring Sf 144.000 25 432 6001 Riprap (Conc)(4 In) Cy 5.000 26 432 6002 Riprap (Conc)(5 In) Cy 10.400 27 432 6027 Riprap (Stone Common)(Dry)(24 In) Cy 49.500 28 432 6028 Riprap (Stone Common)(Grout)(6 In) Cy 4.050 29 450 6018 Rail (Ty T631) Lf 120.000 30 462 6046 Conc Box Culv (3 Ft X 3 Ft)(Extend) Lf 28.000 31 462 6051 Conc Box Culv (5 Ft X 3 Ft)(Extend) Lf 32.000 32 462 6054 Conc Box Culv (6 Ft X 3 Ft)(Extend) Lf 36.000 33 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 852.000 34 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 316.000 35 466 6151 Wingwall (Fw - 0) (Hw=4 Ft) Ea 4.000 36 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 2.000 37 467 6111 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(3:1)(C) Ea 1.000 38 467 6112 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(4:1)(C) Ea 1.000 39 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 40.000 40 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 16.000 41 480 6001 Clean Exist Culverts Ea 4.000 42 496 6004 Remov Str (Set) Ea 2.000 43 496 6005 Remov Str (Wingwall) Ea 8.000 44 500 6001 Mobilization Ls 1.000 45 502 6001 Barricades, Signs And Traffic Handling Mo 7.000 46 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 150.000 47 506 6011 Rock Filter Dams (Remove) Lf 150.000 48 506 6020 Construction Exits (Install) (Ty 1) Sy 235.000 49 506 6024 Construction Exits (Remove) Sy 235.000 50 506 6038 Temp Sedmt Cont Fence (Install) Lf 5,129.000 51 506 6039 Temp Sedmt Cont Fence (Remove) Lf 5,129.000 52 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 898.000 53 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 898.000 54 530 6005 Driveways (Acp) Sy 1,340.000 55 530 6016 Driveways (Base) Sy 1,018.000 56 530 6017 Driveways (Conc) (Hes) Sy 332.580 57 533 6001 Rumble Strips (Shoulder) Lf 21,815.000 58 533 6002 Rumble Strips (Centerline) Lf 10,730.000 59 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 475.000 60 544 6001 Guardrail End Treatment (Install) Ea 4.000 61 560 6011 Mailbox Install-S (Tww-Post) Ty 4 Ea 25.000 62 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 20.000 63 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 3.000 64 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(U) Ea 2.000 65 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(U) Ea 2.000 66 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(U-Bm) Ea 3.000 67 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 1.000 68 658 6062 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2(Bi) Ea 6.000 69 658 6099 Instl Om Assm (Om-2z)(Wflx)Gnd Ea 4.000 70 658 6100 Instl Om Assm (Om-2z)(Wflx)Gnd(Bi) Ea 8.000 71 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-A-A Ea 817.000 72 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 81.000 73 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 17,609.000 74 666 6309 Re Pm W/Ret Req Ty I (W)6"(Sld)(100mil) Lf 536.000 75 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 4,294.000 76 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 3,330.000 77 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 215.000 78 730 6107 Full - Width Mowing Cyc 2.000 79 3077 6013 Sp Mixes Sp-C Sac-B Pg64-22 Ton 3,796.870 80 3077 6075 Tack Coat Gal 2,077.500 81 6001 6002 Portable Changeable Message Sign Ea 4.000 82 6185 6002 Tma (Stationary) Day 111.000 83 6185 6003 Tma (Mobile Operation) Hr 60.000 84

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.