FM 1536 - Rehabilitate Existing Roadway

100 6002 Preparing Row Sta 394.570 1 104 6010 Removing Conc (Riprap) Cy 383.000 2 110 6002 Excavation (Channel) Cy 670.000 3 132 6001 Embankment (Final)(Ord Comp)(Ty a) Cy 801.000 4 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 25.000 5 134 6002 Backfill (Ty b) Sta 394.570 6 152 6001 Road Grader Work (Ord Comp) Sta 394.570 7 164 6009 Broadcast Seed (Temp) (Warm) Sy 87,648.000 8 164 6011 Broadcast Seed (Temp) (Cool) Sy 87,648.000 9 164 6015 Straw/Hay Mlch Seed(Perm)(Rural)(Clay) Sy 175,295.000 10 168 6001 Vegetative Watering Mg 1,053.000 11 247 6124 Fl Bs (Rdwy Del) (Ty a Gr 4) Ton 300.000 12 315 6001 Fog Seal (Ss-1) Gal 7,603.000 13 316 6018 Asph (Chfrs-2p) Gal 95,035.000 14 316 6173 Aggr(Ty-b Gr-3 Sac-b) Cy 1,006.000 15 316 6175 Aggr(Ty-b Gr-4 Sac-b) Cy 880.000 16 354 6022 Plane Asph Conc Pav(0" To 3") Sy 29,448.000 17 401 6001 Flowable Backfill Cy 50.000 18 402 6001 Trench Excavation Protection Lf 58.000 19 403 6001 Temporary Spl Shoring Sf 128.000 20 432 6031 Riprap (Stone Protection)(12 In) Cy 139.000 21 432 6033 Riprap (Stone Protection)(18 In) Cy 361.000 22 432 6045 Riprap (Mow Strip)(4 In) Cy 154.300 23 438 6005 Cleaning And Sealing Joints Lf 945.000 24 451 6019 Retrofit Rail (Ty t631) Lf 288.000 25 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 177.000 26 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 24.000 27 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 14.000 28 466 6095 Headwall (Ch - Pw - 0) (Dia= 18 In) Ea 6.000 29 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 2.000 30 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 5.000 31 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 2.000 32 466 6102 Headwall (Ch - Pw - 0) (Dia= 42 In) Ea 5.000 33 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 In) Ea 2.000 34 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (c) Ea 5.000 35 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 15.000 36 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 9.000 37 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 2.000 38 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 1.000 39 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 2.000 40 472 6004 Remov & Re - Lay Pipe (18 In) Lf 62.000 41 472 6006 Remov & Re - Lay Pipe (24 In) Lf 40.000 42 472 6008 Remov & Re - Lay Pipe (30 In) Lf 22.000 43 472 6011 Remov & Re - Lay Pipe (36 In) Lf 12.000 44 472 6012 Remov & Re - Lay Pipe (42 In) Lf 6.000 45 480 6001 Clean Exist Culverts Ea 3.000 46 496 6007 Remov Str (Pipe) Lf 237.000 47 500 6001 Mobilization Ls 1.000 48 502 6001 Barricades, Signs And Traffic Handling Mo 12.000 49 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 1,680.000 50 506 6011 Rock Filter Dams (Remove) Lf 1,680.000 51 506 6038 Temp Sedmt Cont Fence (Install) Lf 1,410.000 52 506 6039 Temp Sedmt Cont Fence (Remove) Lf 1,410.000 53 510 6003 One-Way Traf Cont (Port Traf Sig) Mo 4.000 54 512 6017 Port Ctb (Des Source)(f-Shape)(Ty 1) Lf 1,620.000 55 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 1,620.000 56 512 6041 Port Ctb (Stkpl)(f-Shape)(Ty 1) Lf 1,620.000 57 530 6004 Driveways (Conc) Sy 110.000 58 530 6005 Driveways (Acp) Sy 1,071.000 59 530 6008 Turnouts (Acp) Sy 1,673.000 60 530 6016 Driveways (Base) Sy 510.000 61 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 1,000.000 62 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 4.000 63 542 6001 Remove Metal Beam Guard Fence Lf 1,424.000 64 542 6002 Remove Terminal Anchor Section Ea 12.000 65 544 6001 Guardrail End Treatment (Install) Ea 12.000 66 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 4.000 67 560 6004 Mailbox Install-s (Twg-Post) Ty 2 Ea 37.000 68 560 6005 Mailbox Install-d (Twg-Post) Ty 2 Ea 6.000 69 560 6006 Mailbox Install-m (Twg-Post) Ty 2 Ea 2.000 70 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 86.000 71 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 2.000 72 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 2.000 73 644 6076 Remove Sm Rd Sn Sup&Am Ea 90.000 74 658 6047 Instl Om Assm (Om-2y)(Wc)Gnd Ea 66.000 75 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 12.000 76 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 7,760.000 77 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 114,842.000 78 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 7,930.000 79 666 6178 Refl Pav Mrk Ty Ii (w) 8" (Sld) Lf 24.000 80 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 178.000 81 666 6342 Ref Prof Pav Mrk Ty i(w)4"(Sld)(100mil) Lf 78,644.000 82 666 6344 Ref Prof Pav Mrk Ty i(y)4"(Brk)(100mil) Lf 3,880.000 83 666 6345 Ref Prof Pav Mrk Ty i(y)4"(Sld)(100mil) Lf 57,421.000 84 672 6007 Refl Pav Mrkr Ty i-c Ea 40.000 85 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 509.000 86 3089 6002 Cement Ton 426.000 87 3089 6003 Emulsion Gal 342,047.000 88 3089 6004 Emul Trtmnt (Mx Exst Mtrl) 8" Sy 105,245.000 89 6001 6002 Portable Changeable Message Sign Ea 2.000 90 6185 6002 Tma (Stationary) Day 200.000 91 6185 6003 Tma (Mobile Operation) Hr 80.000 92

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.