FM 219 - Rehabilitation of Existing Road

100 6002 Preparing Row Sta 398.000 1 104 6009 Removing Conc (Riprap) Sy 119.000 2 110 6001 Excavation (Roadway) Cy 25,880.000 3 112 6001 Subgrade Widening (Ord Comp) Sta 398.000 4 132 6008 Embankment (Final)(Dens Cont)(Ty D) Cy 17,508.000 5 134 6001 Backfill (Ty a) Sta 398.000 6 161 6017 Compost Manuf Topsoil (4") Sy 294,205.000 7 164 6003 Broadcast Seed (Perm) (Rural) (Clay) Sy 294,205.000 8 164 6009 Broadcast Seed (Temp) (Warm) Sy 147,107.000 9 164 6011 Broadcast Seed (Temp) (Cool) Sy 147,107.000 10 168 6001 Vegetative Watering Mg 10,304.000 11 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 3,473.000 12 247 6236 Fl Bs (Rdwy Del)(Ty a Gr 1-2)(Fnal Pos) Cy 19,034.000 13 251 6022 Rework Bs Mtl (Ty a) (8") (Ord Comp) Sy 91,009.000 14 275 6001 Cement Ton 2,468.000 15 275 6012 Cement Trt (Mx Exst Mtl & Nw Bs)(10") Sy 141,312.000 16 316 6016 Asph (Ac-20xp) Gal 54,936.000 17 316 6029 Asph (Rc-250) Gal 31,098.000 18 316 6177 Aggr(Ty-b Gr-5 Sac-b) Cy 1,446.000 19 316 6224 Aggr(Ty-pb Gr-4 Sac-b) Cy 1,242.000 20 400 6005 Cem Stabil Bkfl Cy 170.000 21 400 6008 Cut & Restore Asph Paving Sy 251.000 22 402 6001 Trench Excavation Protection Lf 43.000 23 403 6001 Temporary Spl Shoring Sf 237.000 24 432 6002 Riprap (Conc)(5 in) Cy 23.000 25 432 6006 Riprap (Conc)(Cl B) Cy 20.000 26 432 6031 Riprap (Stone Protection)(12 in) Cy 287.000 27 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 130.000 28 462 6003 Conc Box Culv (4 Ft X 2 Ft) Lf 50.000 29 462 6019 Conc Box Culv (8 Ft X 4 Ft) Lf 46.000 30 462 6049 Conc Box Culv (4 Ft X 4 Ft)(Extend) Lf 12.000 31 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 1,284.000 32 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 571.000 33 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 50.000 34 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 65.000 35 467 6106 Set (Ty I)(S=3 Ft)(Hw=3ft)(4:1)(C) Ea 2.000 36 467 6109 Set (Ty I)(S=3 Ft)(Hw= 3 Ft)(6:1)(C) Ea 4.000 37 467 6139 Set (Ty I)(S= 4 Ft)(Hw= 3 Ft)(4:1) (C) Ea 2.000 38 467 6148 Set (Ty I)(S= 4 Ft)(Hw= 5 Ft)(3:1) (C) Ea 1.000 39 467 6150 Set (Ty I)(S= 4 Ft)(Hw= 5 Ft)(4:1) (C) Ea 1.000 40 467 6275 Set (Ty I)(S= 8 Ft)(Hw= 5 Ft)(3:1) (C) Ea 1.000 41 467 6276 Set (Ty I)(S= 8 Ft)(Hw= 5 Ft)(4:1) (C) Ea 1.000 42 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 46.000 43 467 6390 Set (Ty Ii) (24 in) (Rcp) (4: 1) (C) Ea 26.000 44 467 6394 Set (Ty Ii) (24 in) (Rcp) (6: 1) (C) Ea 22.000 45 467 6422 Set (Ty Ii) (30 in) (Rcp) (6: 1) (C) Ea 2.000 46 467 6448 Set (Ty Ii) (36 in) (Rcp) (3: 1) (C) Ea 5.000 47 467 6450 Set (Ty Ii) (36 in) (Rcp) (4: 1) (C) Ea 5.000 48 467 6463 Set (Ty Ii) (42 in) (Rcp) (4: 1) (C) Ea 4.000 49 480 6001 Clean Exist Culverts Ea 8.000 50 496 6004 Remov Str (Set) Ea 4.000 51 496 6005 Remov Str (Wingwall) Ea 6.000 52 496 6007 Remov Str (Pipe) Lf 556.000 53 496 6008 Remov Str (Box Culvert) Lf 61.000 54 500 6001 Mobilization Ls 1.000 55 502 6001 Barricades, Signs and Traffic Handling Mo 18.000 56 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 784.000 57 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 468.000 58 506 6011 Rock Filter Dams (Remove) Lf 1,252.000 59 506 6038 Temp Sedmt Cont Fence (Install) Lf 13,869.000 60 506 6039 Temp Sedmt Cont Fence (Remove) Lf 13,869.000 61 510 6003 One-way Traf Cont (Port Traf Sig) Mo 5.000 62 512 6005 Port Ctb (Fur & Inst)(F-shape)(Ty 1) Lf 120.000 63 512 6029 Port Ctb (Move)(F-shape)(Ty 1) Lf 3,960.000 64 530 6004 Driveways (Conc) Sy 220.000 65 530 6005 Driveways (Acp) Sy 304.000 66 530 6006 Driveways (Surf Treat) Sy 3,533.000 67 530 6009 Turnouts (Surf Treat) Sy 383.000 68 533 6003 Rumble Strips (Shoulder) Asphalt Lf 79,500.000 69 533 6004 Rumble Strips (Centerline) Asphalt Lf 39,750.000 70 545 6003 Crash Cush Atten (Move & Reset) Ea 66.000 71 545 6005 Crash Cush Atten (Remove) Ea 2.000 72 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 2.000 73 560 6001 Mailbox Install-s (Twg-post) Ty 1 Ea 25.000 74 560 6002 Mailbox Install-d (Twg-post) Ty 1 Ea 1.000 75 560 6003 Mailbox Install-m (Twg-post) Ty 1 Ea 2.000 76 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 56.000 77 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 4.000 78 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 2.000 79 644 6030 in Sm Rd Sn Sup&am Tys80(1)sa(T) Ea 1.000 80 644 6076 Remove Sm Rd Sn Sup&am Ea 61.000 81 658 6081 Instl Del Assm (D-sw)sz 1(Wflx)gnd(Bi) Ea 24.000 82 658 6100 Instl Om Assm (Om-2z)(Wflx)gnd(Bi) Ea 34.000 83 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 118,950.000 84 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 118,950.000 85 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 534.000 86 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 8,160.000 87 662 6110 Wk Zn Pav Mrk Sht Term (Tab)ty Y Ea 8,202.000 88 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 176.000 89 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 78,279.000 90 666 6312 Re Pm W/ret Req Ty I (Y)4"(Brk)(100mil) Lf 7,704.000 91 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 37,823.000 92 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 868.000 93 3077 6027 Sp Mixes Sp-c Sac-a Pg70-28 Ton 16,262.000 94 6001 6002 Portable Changeable Message Sign Ea 2.000 95 6185 6002 Tma (Stationary) Day 313.000 96 6185 6005 Tma (Mobile Operation) Day 30.000 97

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.