FM 2115 - Rehabilitate and Widen Shoulders

100 6002 Preparing Row Sta 15.000 1 104 6054 Removing Concrete(Mow Strip) Lf 753.000 2 110 6001 Excavation (Roadway) Cy 7,472.000 3 112 6001 Subgrade Widening (Ord Comp) Sta 305.000 4 132 6004 Embankment (Final)(Dens Cont)(Ty b) Cy 18,351.000 5 160 6003 Furnishing And Placing Topsoil (4") Sy 180,418.000 6 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 180,418.000 7 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 180,418.000 8 168 6001 Vegetative Watering Mg 2,937.000 9 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 2,500.000 10 216 6001 Proof Rolling Hr 48.000 11 247 6393 Fl Bs (Rdwy Del)(Ty d Gr 5)(Fnal Pos) Cy 13,656.000 12 251 6273 Rework Bs Mtl (Ty c)(12")(Ord Comp) Sy 74,050.000 13 315 6001 Fog Seal (Ss-1) Gal 10,835.000 14 400 6005 Cem Stabil Bkfl Cy 451.000 15 400 6006 Cut & Restoring Pav Sy 336.000 16 402 6001 Trench Excavation Protection Lf 221.000 17 403 6001 Temporary Spl Shoring Sf 5,782.000 18 432 6002 Riprap (Conc)(5 In) Cy 275.000 19 432 6033 Riprap (Stone Protection)(18 In) Cy 446.000 20 432 6045 Riprap (Mow Strip)(4 In) Cy 198.000 21 462 6007 Conc Box Culv (5 Ft x 3 Ft) Lf 104.000 22 462 6010 Conc Box Culv (6 Ft x 3 Ft) Lf 136.000 23 462 6051 Conc Box Culv (5 Ft x 3 Ft)(Extend) Lf 60.000 24 462 6060 Conc Box Culv (7 Ft x 5 Ft)(Extend) Lf 39.000 25 462 6065 Conc Box Culv (8 Ft x 6 Ft)(Extend) Lf 94.000 26 462 6077 Conc Box Culv (10 Ft x 9 Ft)(Extend) Lf 28.000 27 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 310.000 28 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 300.000 29 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 261.000 30 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 3.000 31 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 2.000 32 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 1.000 33 466 6171 Wingwall (Pw - 1) (Hw=10 Ft) Ea 1.000 34 466 6172 Wingwall (Pw - 1) (Hw=11 Ft) Ea 1.000 35 466 6174 Wingwall (Pw - 1) (Hw=13 Ft) Ea 2.000 36 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 1.000 37 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 1.000 38 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 1.000 39 466 6182 Wingwall (Pw - 1) (Hw=7 Ft) Ea 2.000 40 466 6184 Wingwall (Pw - 1) (Hw=9 Ft) Ea 3.000 41 467 6177 Set (Ty i)(s= 5 Ft)(Hw= 4 Ft)(4:1) (c) Ea 4.000 42 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 60.000 43 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 6.000 44 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 16.000 45 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 9.000 46 467 6422 Set (Ty Ii) (30 In) (Rcp) (6: 1) (c) Ea 1.000 47 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 14.000 48 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (c) Ea 7.000 49 496 6007 Remov Str (Pipe) Lf 2,310.000 50 500 6001 Mobilization Ls 1.000 51 502 6001 Barricades, Signs And Traffic Handling Mo 7.000 52 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 810.000 53 506 6011 Rock Filter Dams (Remove) Lf 810.000 54 506 6021 Construction Exits (Install) (Ty 2) Sy 1,780.000 55 506 6024 Construction Exits (Remove) Sy 1,780.000 56 506 6038 Temp Sedmt Cont Fence (Install) Lf 8,687.000 57 506 6039 Temp Sedmt Cont Fence (Remove) Lf 8,687.000 58 510 6003 One-Way Traf Cont (Port Traf Sig) Mo 7.000 59 530 6002 Intersections (Acp) Sy 2,404.000 60 530 6004 Driveways (Conc) Sy 397.000 61 530 6005 Driveways (Acp) Sy 4,994.000 62 533 6002 Rumble Strips (Centerline) Lf 30,292.000 63 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 2,287.500 64 540 6016 Downstream Anchor Terminal Section Ea 1.000 65 542 6001 Remove Metal Beam Guard Fence Lf 612.500 66 544 6001 Guardrail End Treatment (Install) Ea 19.000 67 544 6003 Guardrail End Treatment (Remove) Ea 4.000 68 552 6001 Wire Fence (Ty a) Lf 201.000 69 552 6003 Wire Fence (Ty c) Lf 133.000 70 560 6001 Mailbox Install-s (Twg-Post) Ty 1 Ea 18.000 71 560 6002 Mailbox Install-d (Twg-Post) Ty 1 Ea 6.000 72 560 6003 Mailbox Install-m (Twg-Post) Ty 1 Ea 5.000 73 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(p) Ea 37.000 74 644 6076 Remove Sm Rd Sn Sup&Am Ea 37.000 75 644 6080 Relocate Sm Rd Sn Sup & Am Ty Temp Ea 37.000 76 658 6016 Instl Del Assm (d-Sw)Sz (Brf)Gf1 (Bi) Ea 31.000 77 658 6100 Instl Om Assm (Om-2z)(Wflx)Gnd(Bi) Ea 20.000 78 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 4,457.000 79 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 39,323.000 80 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 3,310.000 81 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 72.000 82 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 60,783.000 83 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 4,457.000 84 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 39,323.000 85 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 724.000 86 3076 6017 d-Gr Hma Ty-c Sac-b Pg64-22 Ton 13,962.000 87 3085 6001 Underseal Course Gal 25,389.000 88 3088 6001 Cement Ton 1,017.000 89 3088 6002 Asphalt Binder (Pg 64-22) Ton 1,689.000 90 3088 6005 Foamed Asphalt Treat (10")(Dc) Sy 108,271.000 91 3 4122 6008 Thermoplastic Pipe(30 In)(Pp)(Type Iii) Lf 168.000 92 2 4122 6010 Thermoplastic Pipe(24 In)(Pp)(Type Iii) Lf 280.000 93 1 4122 6014 Thermoplastic Pipe(18 In)(Pp)(Type Iii) Lf 968.000 94 6001 6001 Portable Changeable Message Sign Day 60.000 95 6001 6002 Portable Changeable Message Sign Ea 2.000 96 6185 6002 Tma (Stationary) Day 24.000 97 6185 6003 Tma (Mobile Operation) Hr 312.000 98 1a 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 968.000 99 2a 464 6085 Rc Pipe (Cl Iii) (24 In) (Alt) Lf 280.000 100 3a 464 6086 Rc Pipe (Cl Iii) (30 In) (Alt) Lf 168.000 101

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.