FM 2515 - Reconstruct Pavement and Add Shoulders

100 6002 Preparing Row Sta 133.440 1 104 6017 Removing Conc (Driveways) Sy 189.000 2 105 6043 Removing Stab Base & Asph Pav (0-6") Sy 1,994.000 3 105 6054 Removing Stab Base & Asph Pav (18") Sy 2,500.000 4 105 6075 Remov Stab Base and Asph Pav (10"-18") Sy 2,432.000 5 112 6002 Subgrade Widening (Dens Cont) Sta 133.440 6 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 6,793.000 7 152 6001 Road Grader Work (Ord Comp) Sta 133.440 8 161 6017 Compost Manuf Topsoil (4") Sy 89,851.000 9 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 89,851.000 10 164 6051 Drill Seed (Temp)(Warm or Cool) Sy 14,831.000 11 168 6001 Vegetative Watering Mg 15,572.600 12 247 6073 Fl Bs (Cmp in Plc)(Ty D Gr 1-2) (6") Sy 5,480.000 13 247 6133 Fl Bs (Rdwy Del) (Ty D Gr 1-2) Ton 3,802.000 14 247 6313 Fl Bs (Cmp in Plc)(Ty D Gr1-2)(12") Sy 41,929.000 15 251 6250 Rework Bs Mtl (Ty C)(13")(Dens Cont) Sy 26,094.000 16 275 6001 Cement Ton 257.000 17 275 6003 Cement Treat (New Base) (6") Sy 2,991.000 18 275 6004 Cement Treat (Mx Exst Mtl & Nw Bs) (6") Sy 44,486.000 19 314 6021 Emuls Asph (Prime)(Ms-2 or Ss-1) Gal 8,382.000 20 316 6024 Asph (Crs-2p) Gal 6,926.000 21 316 6029 Asph (Rc-250) Gal 3,871.000 22 316 6403 Aggr (Ty-b Gr-5 or Ty-l Gr-5) Cy 122.000 23 316 6419 Asph (Ac-15p, Ac-20-5tr or Ac-20xp) Gal 20,808.000 24 316 6434 Aggr (Ty-pb Gr-4 or Ty-pl Gr-4 ( Sac-b) Cy 356.000 25 316 6435 Aggr (Ty-b Gr-4 or Ty-l Gr-4 Sac-b) Cy 356.000 26 316 6440 Aggr (Ty-b Gr-3 or Ty-l Gr-3)(Sac-b) Cy 136.000 27 400 6012 Cut and Restore Pav (Flex Base) Sy 13.000 28 402 6001 Trench Excavation Protection Lf 5.000 29 403 6001 Temporary Spl Shoring Sf 3,713.000 30 429 6002 Conc Str Repair (Epoxy Mortar) Sf 25.000 31 432 6001 Riprap (Conc)(4 in) Cy 21.000 32 432 6017 Riprap (Stone Ty R)(Dry)(18 in) Cy 53.000 33 432 6031 Riprap (Stone Protection)(12 in) Cy 36.000 34 450 6018 Rail (Ty T631) Lf 240.000 35 462 6078 Conc Box Culv (10 Ft X 10 Ft)(Extend) Lf 36.000 36 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 848.000 37 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 284.000 38 464 6010 Rc Pipe (Cl Iii)(48 in) Lf 120.000 39 466 6136 Headwall (Ch - Pw - S) (Dia= 48 in) Ea 4.000 40 466 6188 Wingwall (Pw - 2) (Hw=13 Ft) Ea 2.000 41 467 6357 Set (Ty Ii) (18 in) (Rcp) (3: 1) (P) Ea 4.000 42 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 42.000 43 467 6388 Set (Ty Ii) (24 in) (Rcp) (3: 1) (C) Ea 2.000 44 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 12.000 45 471 6001 Grate Ea 1.000 46 480 6001 Clean Exist Culverts Ea 4.000 47 496 6004 Remov Str (Set) Ea 4.000 48 496 6005 Remov Str (Wingwall) Ea 2.000 49 496 6006 Remov Str (Headwall) Ea 8.000 50 496 6007 Remov Str (Pipe) Lf 867.000 51 500 6001 Mobilization Ls 1.000 52 502 6001 Barricades, Signs and Traffic Handling Mo 8.000 53 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 188.000 54 506 6011 Rock Filter Dams (Remove) Lf 188.000 55 506 6020 Construction Exits (Install) (Ty 1) Sy 118.000 56 506 6024 Construction Exits (Remove) Sy 118.000 57 506 6038 Temp Sedmt Cont Fence (Install) Lf 3,927.000 58 506 6039 Temp Sedmt Cont Fence (Remove) Lf 3,927.000 59 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 1,922.000 60 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,922.000 61 530 6005 Driveways (Acp) Sy 1,009.000 62 530 6016 Driveways (Base) Sy 971.000 63 530 6017 Driveways (Conc) (Hes) Sy 216.000 64 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 500.000 65 544 6001 Guardrail End Treatment (Install) Ea 4.000 66 560 6011 Mailbox Install-s (Tww-post) Ty 4 Ea 9.000 67 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 27.000 68 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 5.000 69 644 6036 in Sm Rd Sn Sup&am Tys80(1)sa(U-bm) Ea 2.000 70 644 6068 Relocate Sm Rd Sn Sup&am Ty 10bwg Ea 1.000 71 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 6.000 72 658 6099 Instl Om Assm (Om-2z)(Wflx)gnd Ea 17.000 73 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 1,038.000 74 666 6018 Refl Pav Mrk Ty I (W)6"(Dot)(100mil) Lf 58.000 75 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 52.000 76 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 24,423.000 77 666 6309 Re Pm W/ret Req Ty I (W)6"(Sld)(100mil) Lf 2,486.000 78 666 6312 Re Pm W/ret Req Ty I (Y)4"(Brk)(100mil) Lf 2,954.000 79 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 6,004.000 80 666 6342 Ref Prof Pav Mrk Ty I(W)4"(Sld)(100mil) Lf 24,423.000 81 666 6343 Ref Prof Pav Mrk Ty I(W)6"(Sld)(100mil) Lf 1,657.000 82 666 6344 Ref Prof Pav Mrk Ty I(Y)4"(Brk)(100mil) Lf 2,954.000 83 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 6,004.000 84 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 232.000 85 730 6107 Full - Width Mowing Cyc 2.000 86 6001 6002 Portable Changeable Message Sign Ea 2.000 87 6185 6002 Tma (Stationary) Day 130.000 88 6185 6003 Tma (Mobile Operation) Hr 72.000 89

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.