FM 81-Roadway Rehabilitation/Reconstruction With No Adde

100 6002 Preparing Row Sta 319.000 1 100 6006 Prep Row (Tree)(Less Than 24" Dia) Ea 13.000 2 100 6007 Prep Row (Tree)(Greater Than 24" Dia) Ea 5.000 3 104 6009 Removing Conc (Riprap) Sy 1,537.000 4 104 6017 Removing Conc (Driveways) Sy 939.000 5 106 6002 Obliterating Abandoned Road Sy 284.000 6 110 6001 Excavation (Roadway) Cy 14,649.000 7 132 6005 Embankment (Final)(Ord Comp)(Ty C) Cy 8,462.000 8 134 6004 Backfill (Ty A Or B) Sta 10.000 9 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 142,845.000 10 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 35,713.000 11 168 6001 Vegetative Watering Mg 650.000 12 169 6001 Soil Retention Blankets (Cl 1) (Ty A) Sy 17,198.000 13 247 6236 Fl Bs (Rdwy Del)(Ty A Gr 1-2)(Fnal Pos) Cy 11,828.000 14 275 6001 Cement Ton 849.000 15 275 6009 Cement Treat (New Base) (8") Sy 47,163.000 16 275 6012 Cement Trt (Mx Exst Mtl & Nw Bs)(10") Sy 4,805.000 17 310 6009 Prime Coat (Mc-30) Gal 890.000 18 316 6029 Asph (Rc-250) Gal 8,488.000 19 316 6177 Aggr(Ty-B Gr-5 Sac-B) Cy 325.000 20 316 6413 Asph(Ac-15p, Hfrs-2p Or Crs-2p) Gal 1,821.000 21 316 6427 Aggr(Ty-Pb Gr-4s Or Ty-Pb Gr-4)(Sac-B) Cy 44.000 22 351 6002 Flexible Pavement Structure Repair(6") Sy 14,000.000 23 354 6051 Plane Asph Conc Pav (0" To 1 1/2") Sy 816.000 24 400 6005 Cem Stabil Bkfl Cy 302.000 25 400 6008 Cut & Restore Asph Paving Sy 292.000 26 402 6001 Trench Excavation Protection Lf 580.000 27 403 6001 Temporary Spl Shoring Sf 2,818.000 28 416 6004 Drill Shaft (36 In) Lf 1,475.000 29 420 6013 Cl C Conc (Abut) Cy 50.600 30 420 6029 Cl C Conc (Cap) Cy 106.500 31 420 6037 Cl C Conc (Column) Cy 99.500 32 422 6001 Reinf Conc Slab Sf 14,490.000 33 425 6020 Prestr Conc Box Beam (5xb20) Lf 2,184.000 34 432 6001 Riprap (Conc)(4 In) Cy 513.000 35 432 6008 Riprap (Conc)(Cl B)(Rr8&Rr9) Cy 85.000 36 432 6033 Riprap (Stone Protection)(18 In) Cy 379.000 37 432 6045 Riprap (Mow Strip)(4 In) Cy 193.000 38 450 6006 Rail (Ty T223) Lf 670.000 39 454 6018 Sealed Expansion Joint (4 In) (Sej - M) Lf 138.000 40 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 530.000 41 462 6002 Conc Box Culv (3 Ft X 3 Ft) Lf 44.000 42 462 6007 Conc Box Culv (5 Ft X 3 Ft) Lf 146.000 43 462 6009 Conc Box Culv (5 Ft X 5 Ft) Lf 154.000 44 462 6010 Conc Box Culv (6 Ft X 3 Ft) Lf 69.000 45 462 6013 Conc Box Culv (6 Ft X 6 Ft) Lf 100.000 46 462 6045 Conc Box Culv (3 Ft X 2 Ft)(Extend) Lf 11.000 47 462 6046 Conc Box Culv (3 Ft X 3 Ft)(Extend) Lf 26.000 48 462 6053 Conc Box Culv (5 Ft X 5 Ft)(Extend) Lf 72.000 49 462 6054 Conc Box Culv (6 Ft X 3 Ft)(Extend) Lf 8.000 50 462 6057 Conc Box Culv (6 Ft X 6 Ft)(Extend) Lf 60.000 51 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 2,096.000 52 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 195.000 53 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 4.000 54 465 6132 Inlet (Compl)(Psl)(Fg)(4ftx5ft-4ftx4ft) Ea 1.000 55 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 2.000 56 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 6.000 57 466 6207 Wingwall (Sw - 0) (Hw=4 Ft) Ea 1.000 58 467 6105 Set (Ty I)(S=3 Ft)(Hw=3ft)(3:1)(C) Ea 1.000 59 467 6110 Set (Ty I)(S=3 Ft)(Hw= 3 Ft)(6:1)(P) Ea 1.000 60 467 6111 Set (Ty I)(S=3 Ft)(Hw= 4 Ft)(3:1)(C) Ea 11.000 61 467 6117 Set (Ty I)(S=3 Ft)(Hw= 5 Ft)(3:1)(C) Ea 2.000 62 467 6121 Set (Ty I)(S=3 Ft)(Hw= 6 Ft)(3:1)(C) Ea 1.000 63 467 6175 Set (Ty I)(S= 5 Ft)(Hw= 4 Ft)(3:1) (C) Ea 2.000 64 467 6181 Set (Ty I)(S= 5 Ft)(Hw= 5 Ft)(3:1) (C) Ea 2.000 65 467 6211 Set (Ty I)(S= 6 Ft)(Hw= 4 Ft)(3:1) (C) Ea 1.000 66 467 6217 Set (Ty I)(S= 6 Ft)(Hw= 5 Ft)(3:1) (C) Ea 3.000 67 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 74.000 68 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 5.000 69 480 6001 Clean Exist Culverts Ea 12.000 70 496 6010 Remov Str (Bridge 100 - 499 Ft Length) Ea 1.000 71 496 6016 Remov Str (Pipe) Ea 35.000 72 500 6001 Mobilization Ls 1.000 73 502 6001 Barricades, Signs And Traffic Handling Mo 15.000 74 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 140.000 75 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 380.000 76 506 6011 Rock Filter Dams (Remove) Lf 520.000 77 506 6020 Construction Exits (Install) (Ty 1) Sy 311.000 78 506 6024 Construction Exits (Remove) Sy 311.000 79 506 6038 Temp Sedmt Cont Fence (Install) Lf 11,275.000 80 506 6039 Temp Sedmt Cont Fence (Remove) Lf 11,275.000 81 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 122.000 82 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 122.000 83 510 6003 One-Way Traf Cont (Port Traf Sig) Mo 9.000 84 512 6005 Port Ctb (Fur & Inst)(F-Shape)(Ty 1) Lf 2,820.000 85 512 6029 Port Ctb (Move)(F-Shape)(Ty 1) Lf 180.000 86 512 6053 Port Ctb (Remove)(F-Shape)(Ty 1) Lf 2,820.000 87 529 6036 Concrete Curb (Special) Lf 423.000 88 530 6004 Driveways (Conc) Sy 700.000 89 530 6005 Driveways (Acp) Sy 1,155.000 90 530 6006 Driveways (Surf Treat) Sy 1,724.000 91 530 6009 Turnouts (Surf Treat) Sy 186.000 92 533 6001 Rumble Strips (Shoulder) Lf 67,121.000 93 533 6002 Rumble Strips (Centerline) Lf 38,126.000 94 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 1,437.500 95 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 4.000 96 540 6014 Short Radius Lf 62.510 97 540 6015 Driveway Terminal Anchor Section Ea 2.000 98 540 6016 Downstream Anchor Terminal Section Ea 1.000 99 540 6020 Mtl W - Beam Gd Fen (Low Fill Culvert) Lf 187.500 100 540 6033 Mtl Bm Gd Fen (Long Span System) Ea 3.000 101 540 6035 Mtl Bm Gd Fen Trans (31"-28") Ea 1.000 102 542 6001 Remove Metal Beam Guard Fence Lf 2,175.000 103 542 6002 Remove Terminal Anchor Section Ea 1.000 104 542 6003 Remove Downstream Anchor Terminal Ea 1.000 105 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-Beam) Ea 4.000 106 544 6001 Guardrail End Treatment (Install) Ea 19.000 107 544 6003 Guardrail End Treatment (Remove) Ea 14.000 108 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 109 545 6005 Crash Cush Atten (Remove) Ea 2.000 110 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 2.000 111 560 6011 Mailbox Install-S (Tww-Post) Ty 4 Ea 4.000 112 560 6012 Mailbox Install-D (Tww-Post) Ty 4 Ea 1.000 113 560 6013 Mailbox Install-M (Tww-Post) Ty 4 Ea 4.000 114 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(P) Ea 58.000 115 644 6028 In Sm Rd Sn Sup&Am Tys80(1)Sa(P-Bm) Ea 8.000 116 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(T) Ea 34.000 117 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(U) Ea 9.000 118 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(U-Bm) Ea 3.000 119 644 6076 Remove Sm Rd Sn Sup&Am Ea 90.000 120 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 21.000 121 658 6057 Instl Om Assm (Om-3r)(Twt)Gnd Ea 2.000 122 658 6062 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2(Bi) Ea 51.000 123 658 6069 Instl Del Assm (D-Sw)Sz (Brf)Ctb (Br) Ea 8.000 124 658 6081 Instl Del Assm (D-Sw)Sz 1(Wflx)Gnd(Bi) Ea 8.000 125 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 3,600.000 126 662 6032 Wk Zn Pav Mrk Non-Remov (Y)4"(Brk) Lf 360.000 127 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 5,807.000 128 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-A-A Ea 92.000 129 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 6,173.000 130 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 30.000 131 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty W Ea 7,957.000 132 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty Y-2 Ea 3,900.000 133 666 6029 Refl Pav Mrk Ty I (W)8"(Dot)(090mil) Lf 598.000 134 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 3,696.000 135 666 6224 Pavement Sealer 4" Lf 12,777.000 136 666 6226 Pavement Sealer 8" Lf 213.000 137 666 6302 Re Pm W/Ret Req Ty I (W)4"(Sld)(090mil) Lf 67,121.000 138 666 6311 Re Pm W/Ret Req Ty I (Y)4"(Brk)(090mil) Lf 5,770.000 139 666 6314 Re Pm W/Ret Req Ty I (Y)4"(Sld)(090mil) Lf 41,310.000 140 668 6076 Prefab Pav Mrk Ty C (W) (24") (Sld) Lf 135.000 141 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 14.000 142 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 10.000 143 672 6007 Refl Pav Mrkr Ty I-C Ea 228.000 144 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 1,581.000 145 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 848.000 146 678 6001 Pav Surf Prep For Mrk (4") Lf 11,589.000 147 678 6004 Pav Surf Prep For Mrk (8") Lf 213.000 148 685 6006 Remov Rdsd Flsh Bcn Am (Solar Pwrd) Ea 3.000 149 752 6015 Tree And Brush Removal Ac 0.900 150 3076 6001 D-Gr Hma Ty-B Pg64-22 Ton 986.000 151 3076 6042 D-Gr Hma Ty-D Sac-B Pg70-22 Ton 12,695.000 152 3076 6043 D-Gr Hma Ty-D Pg70-22 (Level-Up) Ton 307.000 153 3076 6066 Tack Coat Gal 12,637.000 154 5048 6002 Floating Turbidity Barrier(Fur & Inst) Lf 235.000 155 5048 6003 Floating Turbidity Barrier (Remove) Lf 235.000 156 6001 6002 Portable Changeable Message Sign Ea 2.000 157 6185 6002 Tma (Stationary) Day 270.000 158 6185 6003 Tma (Mobile Operation) Hr 488.000 159 6227 6001 Solar Powered Led Warning Sign Ea 3.000 160

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.