SH 71 - Roadway Rehabilitation Reconstruction With No ADDE

Item Des Approximate Alt No. Cd. Item Description Unit Quantities Bid Price Amount Seq 100 6002 Preparing Row Sta 131.000 1 104 6009 Removing Conc (Riprap) Sy 612.000 2 104 6017 Removing Conc (Driveways) Sy 760.000 3 105 6020 Removing Stab Base & Asph Pav (12") Sy 19,060.000 4 110 6001 Excavation (Roadway) Cy 21,758.000 5 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 29,567.000 6 160 6003 Furnishing And Placing Topsoil (4") Sy 53,549.000 7 164 6071 Broadcast Seed (Temp)(Warm Or Cool) Sy 53,549.000 8 168 6001 Vegetative Watering Mg 90.000 9 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 53,549.000 10 247 6366 Fl Bs (Cmp In Plc)(Ty a Gr 5)(Fnal Pos) Cy 14,326.000 11 310 6001 Prime Coat (Multi Option) Gal 9,881.000 12 347 6001 Tom (Asphalt) Pg 76-22 Ton 424.000 13 347 6006 Tom - c (Aggregate) Sac - b Ton 6,421.000 14 351 6012 Flexible Pavement Structure Repair(2") Sy 7,428.000 15 354 6002 Plan & Text Asph Conc Pav(0" To 2") Sy 33,391.000 16 400 6008 Cut & Restore Asph Paving Sy 194.000 17 401 6001 Flowable Backfill Cy 371.400 18 401 6002 Flowable Backfill (Option 1) Cy 402.000 19 402 6001 Trench Excavation Protection Lf 263.000 20 403 6001 Temporary Spl Shoring Sf 13,722.000 21 416 6005 Drill Shaft (42 In) Lf 711.000 22 420 6043 Cl c Conc (Footing) Cy 236.400 23 420 6066 Cl c Conc (Rail Foundation) Cy 306.000 24 423 6001 Retaining Wall (Mse) Sf 5,269.000 25 423 6007 Retaining Wall (Drill Shaft) (Facia) Sf 798.000 26 432 6002 Riprap (Conc)(5 In) Cy 1,619.100 27 432 6004 Riprap Conc (8 In) Cy 1,893.000 28 432 6022 Riprap (Stone Common)(Dry)(6 In) Cy 36.000 29 432 6024 Riprap (Stone Common)(Dry)(12 In) Cy 1,351.000 30 432 6045 Riprap (Mow Strip)(4 In) Cy 297.300 31 432 6051 Riprap (Stone Common)(Grout)(18 In) Cy 305.000 32 450 6023 Rail (Ty Sstr) Lf 1,781.000 33 450 6054 Rail (Ty Sstr) (w/Drain Slots) Lf 485.000 34 450 6062 Rail (Ty Sstr)(Mod) Lf 1,153.000 35 460 6003 Cmp (Gal Stl 24 In) Lf 20.000 36 462 6004 Conc Box Culv (4 Ft x 3 Ft) Lf 41.000 37 462 6007 Conc Box Culv (5 Ft x 3 Ft) Lf 130.000 38 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 460.000 39 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 627.000 40 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 32.000 41 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 315.000 42 464 6027 Rc Pipe (Cl v)(36 In) Lf 63.000 43 466 6009 Headwall (Ch - Fw - 0) (Dia= 36 In) Ea 1.000 44 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 1.000 45 466 6165 Wingwall (Fw - s) (Hw=4 Ft) Ea 1.000 46 466 6167 Wingwall (Fw - s) (Hw=6 Ft) Ea 1.000 47 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 1.000 48 467 6362 Set (Ty Ii) (18 In) (Rcp) (6: 1) (c) Ea 16.000 49 467 6394 Set (Ty Ii) (24 In) (Rcp) (6: 1) (c) Ea 18.000 50 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 4.000 51 467 6422 Set (Ty Ii) (30 In) (Rcp) (6: 1) (c) Ea 2.000 52 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 8.000 53 496 6004 Remov Str (Set) Ea 42.000 54 496 6006 Remov Str (Headwall) Ea 5.000 55 496 6007 Remov Str (Pipe) Lf 1,182.000 56 496 6008 Remov Str (Box Culvert) Lf 160.000 57 500 6001 Mobilization Ls 1.000 58 502 6001 Barricades, Signs And Traffic Handling Mo 10.000 59 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 464.000 60 506 6011 Rock Filter Dams (Remove) Lf 464.000 61 506 6020 Construction Exits (Install) (Ty 1) Sy 266.000 62 506 6024 Construction Exits (Remove) Sy 266.000 63 506 6038 Temp Sedmt Cont Fence (Install) Lf 12,620.000 64 506 6039 Temp Sedmt Cont Fence (Remove) Lf 12,620.000 65 508 6003 Constructing Detours (Ty 1) Sy 5,517.000 66 512 6104 Pctb Fur&Instl(f-Shape Or Sngl Slp)Ty1 Lf 420.000 67 512 6106 Port Ctb Remove(f-Shape Or Sngl Slp)Ty1 Lf 420.000 68 530 6004 Driveways (Conc) Sy 1,122.000 69 530 6005 Driveways (Acp) Sy 2,593.000 70 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 5,250.000 71 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 5.000 72 540 6016 Downstream Anchor Terminal Section Ea 4.000 73 542 6001 Remove Metal Beam Guard Fence Lf 5,324.000 74 542 6002 Remove Terminal Anchor Section Ea 7.000 75 544 6001 Guardrail End Treatment (Install) Ea 9.000 76 544 6003 Guardrail End Treatment (Remove) Ea 7.000 77 545 6005 Crash Cush Atten (Remove) Ea 1.000 78 545 6007 Crash Cush Atten (Instl)(l)(n)(Tl3) Ea 1.000 79 545 6019 Crash Cush Atten (Instl)(s)(n)(Tl3) Ea 1.000 80 556 6006 Pipe Underdrains (Ty 6) (6") Lf 760.000 81 560 6025 Relocate Existing Mailbox Ea 27.000 82 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 30.000 83 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 6.000 84 644 6076 Remove Sm Rd Sn Sup&Am Ea 29.000 85 658 6013 Instl Del Assm (d-Sw)Sz (Brf)Ctb Ea 30.000 86 658 6015 Instl Del Assm (d-Sw)Sz (Brf)Gf1 Ea 5.000 87 662 6004 Wk Zn Pav Mrk Non-Remov (w)4"(Sld) Lf 41,054.000 88 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 12,559.000 89 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 65,610.000 90 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 16,044.000 91 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 23,993.000 92 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 704.000 93 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 172.000 94 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 2.000 95 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 2.000 96 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 6,839.000 97 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 6,820.000 98 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 27,280.000 99 666 6342 Ref Prof Pav Mrk Ty i(w)4"(Sld)(100mil) Lf 27,475.000 100 672 6007 Refl Pav Mrkr Ty i-c Ea 342.000 101 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 682.000 102 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 80,844.000 103 730 6107 Full - Width Mowing Cyc 3.000 104 734 6002 Litter Removal Cyc 3.000 105 3076 6048 d-Gr Hma Ty-d Pg76-22 Ton 4,076.000 106 3076 6051 d-Gr Hma Ty-d Pg76-22 (Level-Up) Ton 1,377.000 107 3076 6072 d-Gr Hma Ty-d Pg 76-22 (Exempt) Ton 218.000 108 3085 6001 Underseal Course Gal 24,232.000 109 6001 6002 Portable Changeable Message Sign Ea 3.000 110 6185 6002 Tma (Stationary) Day 50.000 111 6185 6003 Tma (Mobile Operation) Hr 50.000 112 7251 6001 Subsurface Util Locate (Outside Rdbed) Ea 10.000 113 7251 6002 Subsurface Util Locate (Within Rdbed) Ea 5.000 114 * Includes Force Account Work Amounts As Follows: Contractor Force Account Work (Participating) $100,000.00

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.