FM 2675 - Rehabilitation of Existing Road

100 6002 Preparing Row Sta 117.940 1 104 6010 Removing Conc (Riprap) Cy 1.000 2 110 6002 Excavation (Channel) Cy 97.000 3 112 6001 Subgrade Widening (Ord Comp) Sta 117.940 4 132 6003 Embankment (Final)(Ord Comp)(Ty B) Cy 630.000 5 134 6001 Backfill (Ty a) Sta 35.380 6 134 6002 Backfill (Ty B) Sta 82.560 7 134 6006 Backfill (Ty a) Lf 400.000 8 152 6001 Road Grader Work (Ord Comp) Sta 117.940 9 164 6009 Broadcast Seed (Temp) (Warm) Sy 31,514.000 10 164 6011 Broadcast Seed (Temp) (Cool) Sy 31,514.000 11 164 6015 Straw/hay Mlch Seed(Perm)(Rural)(Clay) Sy 63,028.000 12 168 6001 Vegetative Watering Mg 378.000 13 216 6001 Proof Rolling Hr 7.000 14 247 6096 Fl Bs (Cmp in Plc)(Ty D Gr 4) Ton 9,863.000 15 251 6033 Rework Bs Mtl (Ty C) (6") (Ord Comp) Sy 30,416.000 16 275 6001 Cement Ton 106.000 17 275 6003 Cement Treat (New Base) (6") Sy 17,371.000 18 316 6029 Asph (Rc-250) Gal 9,234.000 19 316 6403 Aggr (Ty-b Gr-5 or Ty-l Gr-5) Cy 235.000 20 316 6404 Aggr (Ty-pb Gr-4 or Ty-pl Gr-4 Sac-a) Cy 274.000 21 316 6405 Asph (Ac-20-5tr or Ac-20xp) Gal 27,043.000 22 316 6440 Aggr (Ty-b Gr-3 or Ty-l Gr-3)(Sac-b) Cy 313.000 23 354 6029 Plane Asph Conc Pav(0" to 6") Sy 13,406.000 24 432 6022 Riprap (Stone Common)(Dry)(6 in) Cy 20.000 25 432 6031 Riprap (Stone Protection)(12 in) Cy 75.000 26 432 6033 Riprap (Stone Protection)(18 in) Cy 2,030.000 27 432 6045 Riprap (Mow Strip)(4 in) Cy 30.000 28 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 20.000 29 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 6.000 30 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 8.000 31 465 6006 Jctbox(Compl)(Pjb)(4ftx4ft) Ea 1.000 32 465 6150 Inlet (Compl)(Pazd)(Sl)(4ftx4ft) Ea 1.000 33 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 in) Ea 1.000 34 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 in) Ea 2.000 35 466 6102 Headwall (Ch - Pw - 0) (Dia= 42 in) Ea 1.000 36 467 6326 Set (Ty Ii) (12 in) (Rcp) (6: 1) (P) Ea 6.000 37 467 6348 Set (Ty Ii) (18 in) (Cmp) (6: 1) (P) Ea 4.000 38 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 22.000 39 467 6390 Set (Ty Ii) (24 in) (Rcp) (4: 1) (C) Ea 2.000 40 467 6423 Set (Ty Ii) (30 in) (Rcp) (6: 1) (P) Ea 4.000 41 467 6448 Set (Ty Ii) (36 in) (Rcp) (3: 1) (C) Ea 2.000 42 467 6450 Set (Ty Ii) (36 in) (Rcp) (4: 1) (C) Ea 8.000 43 467 6463 Set (Ty Ii) (42 in) (Rcp) (4: 1) (C) Ea 3.000 44 472 6002 Remov & Re - Lay Pipe (12 in) Lf 18.000 45 472 6004 Remov & Re - Lay Pipe (18 in) Lf 124.000 46 472 6006 Remov & Re - Lay Pipe (24 in) Lf 6.000 47 472 6011 Remov & Re - Lay Pipe (36 in) Lf 18.000 48 472 6012 Remov & Re - Lay Pipe (42 in) Lf 18.000 49 496 6004 Remov Str (Set) Ea 4.000 50 496 6007 Remov Str (Pipe) Lf 86.000 51 500 6001 Mobilization Ls 1.000 52 502 6001 Barricades, Signs and Traffic Handling Mo 9.000 53 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 480.000 54 506 6011 Rock Filter Dams (Remove) Lf 480.000 55 506 6038 Temp Sedmt Cont Fence (Install) Lf 480.000 56 506 6039 Temp Sedmt Cont Fence (Remove) Lf 480.000 57 530 6008 Turnouts (Acp) Sy 29.000 58 530 6016 Driveways (Base) Sy 145.000 59 540 6002 Mtl W-beam Gd Fen (Steel Post) Lf 300.000 60 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 4.000 61 540 6037 Mtl Bm Gd Fen Trans (Anchor Plate) Ea 4.000 62 542 6001 Remove Metal Beam Guard Fence Lf 250.000 63 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-beam) Ea 4.000 64 544 6001 Guardrail End Treatment (Install) Ea 4.000 65 544 6003 Guardrail End Treatment (Remove) Ea 4.000 66 560 6004 Mailbox Install-s (Twg-post) Ty 2 Ea 1.000 67 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 32.000 68 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 1.000 69 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 2.000 70 644 6030 in Sm Rd Sn Sup&am Tys80(1)sa(T) Ea 2.000 71 644 6076 Remove Sm Rd Sn Sup&am Ea 26.000 72 658 6047 Instl Om Assm (Om-2y)(Wc)gnd Ea 14.000 73 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 12.000 74 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 49,316.000 75 662 6032 Wk Zn Pav Mrk Non-remov (Y)4"(Brk) Lf 5,260.000 76 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 15,686.000 77 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 4,722.000 78 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 14.000 79 666 6099 Ref Pav Mrk Ty I(W)18"(Yld Tri)(100mil) Ea 3.000 80 666 6342 Ref Prof Pav Mrk Ty I(W)4"(Sld)(100mil) Lf 24,658.000 81 666 6344 Ref Prof Pav Mrk Ty I(Y)4"(Brk)(100mil) Lf 2,630.000 82 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 7,843.000 83 3095 6002 Cement Ton 144.000 84 3095 6003 Fiber Treatment (10") Sy 14,245.000 85 5001 6002 Geogrid Base Reinforcement (Ty Ii) Sy 20,183.000 86 6001 6002 Portable Changeable Message Sign Ea 2.000 87 6185 6002 Tma (Stationary) Day 140.000 88 6185 6003 Tma (Mobile Operation) Hr 60.000 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.