US 59- Highway Improvement

104 6009 Removing Conc (Riprap) Sy 131.000 1 104 6023 Removing Conc (Ctb) Lf 2,101.000 2 132 6019 Embankment (Vehicle)(Ord Comp)(Ty B) Cy 3,725.000 3 158 6003 Spec Excav Work (Hyd Excavator) Hr 12.000 4 162 6002 Block Sodding Sy 308.000 5 164 6009 Broadcast Seed (Temp) (Warm) Sy 15,810.000 6 164 6011 Broadcast Seed (Temp) (Cool) Sy 15,810.000 7 164 6021 Cell Fbr Mlch Seed(Perm)(Rural)(Sandy) Sy 31,614.000 8 164 6023 Cell Fbr Mlch Seed(Perm)(Rural)(Clay) Sy 1,244.000 9 168 6001 Vegetative Watering Mg 1,295.200 10 342 6002 Pfc (Asphalt) Pg76-22 Ton 325.000 11 342 6006 Pfc-c (Aggregate)(Pg76 Mix) Sac-a Ton 5,084.000 12 351 6008 Flexible Pavement Structure Repair(12") Sy 500.000 13 354 6181 Plane Asph Conc Pav (1.75" to 3.5") Sy 67,726.000 14 420 6071 Cl C Conc (Collar) Ea 3.000 15 420 6135 Cl C Conc (Rail Foundation)(Hpc) Cy 349.000 16 432 6045 Riprap (Mow Strip)(4 in) Cy 297.000 17 438 6001 Cleaning and Sealing Existing Joints Lf 2,268.000 18 439 6013 Multi-layer Polymer Overlay Sy 3,330.000 19 464 6002 Rc Pipe (Cl Iii)(15 in) Lf 44.000 20 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 624.000 21 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 20.000 22 464 6007 Rc Pipe (Cl Iii)(30 in) Lf 4.000 23 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 12.000 24 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 in) Ea 1.000 25 466 6104 Headwall (Ch - Pw - 0) (Dia= 54 in) Ea 1.000 26 466 6107 Headwall (Ch - Pw - 0) (Dia= 72 in) Ea 1.000 27 466 6136 Headwall (Ch - Pw - S) (Dia= 48 in) Ea 1.000 28 466 6139 Headwall (Ch - Pw - S) (Dia= 66 in) Ea 1.000 29 467 6341 Set (Ty Ii) (15 in) (Rcp) (6: 1) (P) Ea 2.000 30 467 6358 Set (Ty Ii) (18 in) (Rcp) (4: 1) (C) Ea 2.000 31 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 26.000 32 467 6390 Set (Ty Ii) (24 in) (Rcp) (4: 1) (C) Ea 3.000 33 496 6016 Remov Str (Pipe) Ea 14.000 34 500 6001 Mobilization Ls 1.000 35 502 6001 Barricades, Signs and Traffic Handling Mo 15.000 36 506 6020 Construction Exits (Install) (Ty 1) Sy 236.000 37 506 6024 Construction Exits (Remove) Sy 236.000 38 506 6038 Temp Sedmt Cont Fence (Install) Lf 7,625.000 39 506 6039 Temp Sedmt Cont Fence (Remove) Lf 7,625.000 40 508 6001 Constructing Detours Sy 10,712.000 41 514 6001 Perm Ctb (Sgl Slope) (Ty 1) (42 ) Lf 1,525.000 42 514 6033 Perm Ctb (Sgl Slope) (Mod) Lf 1,572.000 43 530 6005 Driveways (Acp) Sy 2,090.000 44 533 6001 Rumble Strips (Shoulder) Lf 27,607.000 45 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 300.000 46 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 2.000 47 542 6001 Remove Metal Beam Guard Fence Lf 250.000 48 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-beam) Ea 2.000 49 543 6002 Cable Barrier System (Tl-4) Lf 4,035.000 50 543 6020 Cable Barrier Terminal Section (Tl-4) Ea 6.000 51 543 6021 Remove Cable Barrier Lf 3,676.500 52 543 6022 Remove Cable Barrier Terminal Section Ea 6.000 53 543 6023 Install Salvage Cable Barrier Lf 3,676.500 54 543 6024 Install Salvage Cable Bar Term Section Ea 6.000 55 544 6001 Guardrail End Treatment (Install) Ea 2.000 56 544 6003 Guardrail End Treatment (Remove) Ea 2.000 57 545 6005 Crash Cush Atten (Remove) Ea 4.000 58 545 6007 Crash Cush Atten (Instl)(L)(N)(Tl3) Ea 2.000 59 545 6022 Crash Cush Atten (Instl)(S)(W)(Tl3) Ea 2.000 60 560 6007 Mailbox Install-s (Wc-post) Ty 3 Ea 5.000 61 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 8.000 62 644 6036 in Sm Rd Sn Sup&am Tys80(1)sa(U-bm) Ea 2.000 63 644 6060 in Sm Rd Sn Sup&am Tytwt(1)ws(P) Ea 3.000 64 644 6061 in Sm Rd Sn Sup&am Tytwt(1)ws(T) Ea 23.000 65 658 6027 Instl Del Assm (D-sy)sz (Brf)ctb (Bi) Ea 31.000 66 658 6061 Instl Del Assm (D-sw)sz 1(Brf)gf2 Ea 8.000 67 658 6101 Instl Om Assm (Om-2z)(Wflx)srf)srf Ea 16.000 68 662 6001 Wk Zn Pav Mrk Non-remov (W)4"(Brk) Lf 19,350.000 69 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 76,905.000 70 662 6012 Wk Zn Pav Mrk Non-remov (W)8"(Sld) Lf 10,475.000 71 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 76,905.000 72 662 6109 Wk Zn Pav Mrk Sht Term (Tab)ty W Ea 346.000 73 662 6112 Wk Zn Pav Mrk Sht Term Rmv (W)(4") Lf 8,830.000 74 666 6029 Refl Pav Mrk Ty I (W)8"(Dot)(090mil) Lf 209.000 75 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 2,095.000 76 666 6299 Re Pm W/ret Req Ty I (W)4"(Brk)(090mil) Lf 3,870.000 77 666 6302 Re Pm W/ret Req Ty I (W)4"(Sld)(090mil) Lf 15,256.000 78 666 6314 Re Pm W/ret Req Ty I (Y)4"(Sld)(090mil) Lf 13,356.000 79 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 14.000 80 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 14.000 81 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 300.000 82 3076 6018 D-gr Hma Ty-c Pg64-22 (Level-up) Ton 24,231.400 83 3076 6066 Tack Coat Gal 6,344.000 84 3076 6068 D-gr Hma Ty-d Sac-a Pg64-22(Exempt) Ton 40.000 85 3085 6001 Underseal Course Gal 13,429.000 86 6001 6002 Portable Changeable Message Sign Ea 6.000 87 6185 6002 Tma (Stationary) Day 153.000 88 6185 6005 Tma (Mobile Operation) Day 12.000 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.