FM 1442 - Construct New Road

100 6002 Preparing Row Sta 5.000 1 104 6009 Removing Conc (Riprap) Sy 300.000 2 104 6017 Removing Conc (Driveways) Sy 2,236.000 3 104 6022 Removing Conc (Curb And Gutter) Lf 115.000 4 104 6054 Removing Concrete(Mow Strip) Lf 655.000 5 110 6002 Excavation (Channel) Cy 12,964.000 6 112 6002 Subgrade Widening (Dens Cont) Sta 252.000 7 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 28,204.000 8 164 6024 Cell Fbr Mlch Seed(Perm)(Rural)(Clay) Ac 29.720 9 168 6001 Vegetative Watering Mg 1,613.700 10 247 6041 Fl Bs (Cmp In Plc)(Tya Gr1-2)(Fnal Pos) Cy 11,063.000 11 260 6006 Lime Trt (Exst Matl) (6") Sy 5,333.000 12 260 6016 Lime (Hyd, Com, Or Qk(Slurry)) Ton 79.000 13 275 6001 Cement Ton 459.000 14 275 6002 Cement Treat (Exist Matl) (6") Sy 46,371.000 15 310 6005 Prime Coat (Ae-P) Gal 9,603.000 16 316 6014 Asph (Ac-10-2tr) Gal 37,243.000 17 316 6126 Aggr(Ty-Pb Gr-4 Sac-A) Cy 796.000 18 354 6002 Plan & Text Asph Conc Pav(0" To 2") Sy 161.000 19 354 6010 Plan & Text Asph Conc Pav(0" To 6") Sy 555.000 20 400 6005 Cem Stabil Bkfl Cy 373.000 21 400 6008 Cut & Restore Asph Paving Sy 159.000 22 402 6001 Trench Excavation Protection Lf 155.000 23 420 6071 Cl C Conc (Collar) Ea 4.000 24 432 6003 Riprap (Conc)(6 In) Cy 28.000 25 432 6033 Riprap (Stone Protection)(18 In) Cy 145.000 26 432 6045 Riprap (Mow Strip)(4 In) Cy 108.000 27 462 6009 Conc Box Culv (5 Ft X 5 Ft) Lf 74.000 28 462 6012 Conc Box Culv (6 Ft X 5 Ft) Lf 105.000 29 462 6017 Conc Box Culv (7 Ft X 6 Ft) Lf 26.000 30 462 6020 Conc Box Culv (8 Ft X 5 Ft) Lf 6.000 31 462 6024 Conc Box Culv (9 Ft X 5 Ft) Lf 48.000 32 464 6002 Rc Pipe (Cl Iii)(15 In) Lf 76.000 33 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 108.000 34 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 305.000 35 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 86.000 36 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 147.000 37 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 16.000 38 465 6071 Inlet (Compl)(Psl)(Rc)(4ftx4ft) Ea 1.000 39 465 6439 Inlet (Compl)(Fg)(3ft X 3ft)(Ftw) Ea 1.000 40 466 6196 Wingwall (Pw - 2) (Hw=7 Ft) Ea 4.000 41 466 6197 Wingwall (Pw - 2) (Hw=8 Ft) Ea 4.000 42 467 6341 Set (Ty Ii) (15 In) (Rcp) (6: 1) (P) Ea 14.000 43 467 6351 Set (Ty Ii) (18 In) (Hdpe) (6: 1) (P) Ea 2.000 44 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (C) Ea 1.000 45 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 16.000 46 467 6380 Set (Ty Ii) (24 In) (Cmp) (6: 1) (P) Ea 2.000 47 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 37.000 48 467 6417 Set (Ty Ii) (30 In) (Rcp) (3: 1) (C) Ea 6.000 49 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (C) Ea 4.000 50 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (P) Ea 2.000 51 467 6448 Set (Ty Ii) (36 In) (Rcp) (3: 1) (C) Ea 4.000 52 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (C) Ea 4.000 53 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (P) Ea 6.000 54 467 6463 Set (Ty Ii) (42 In) (Rcp) (4: 1) (C) Ea 2.000 55 467 6580 Set (Remov & Reinstall) Ea 20.000 56 472 6004 Remov & Re - Lay Pipe (18 In) Lf 80.000 57 472 6011 Remov & Re - Lay Pipe (36 In) Lf 63.000 58 479 6004 Adjusting Manholes (Sanitary) Ea 5.000 59 496 6004 Remov Str (Set) Ea 20.000 60 496 6005 Remov Str (Wingwall) Ea 2.000 61 496 6006 Remov Str (Headwall) Ea 11.000 62 496 6008 Remov Str (Box Culvert) Lf 39.000 63 496 6016 Remov Str (Pipe) Ea 4.000 64 500 6001 Mobilization Ls 1.000 65 502 6001 Barricades, Signs And Traffic Handling Mo 11.000 66 506 6011 Rock Filter Dams (Remove) Lf 1,060.000 67 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 2,860.000 68 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 2,860.000 69 506 6053 Rock Filter Dams (Install) (Ty 2) (6:1) Lf 1,060.000 70 530 6004 Driveways (Conc) Sy 2,443.000 71 530 6005 Driveways (Acp) Sy 4,496.000 72 530 6016 Driveways (Base) Sy 1,916.000 73 533 6001 Rumble Strips (Shoulder) Lf 44,946.000 74 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 1,680.000 75 540 6016 Downstream Anchor Terminal Section Ea 9.000 76 540 6020 Mtl W - Beam Gd Fen (Low Fill Culvert) Lf 54.000 77 540 6033 Mtl Bm Gd Fen (Long Span System) Ea 3.000 78 542 6001 Remove Metal Beam Guard Fence Lf 655.000 79 544 6001 Guardrail End Treatment (Install) Ea 8.000 80 544 6003 Guardrail End Treatment (Remove) Ea 2.000 81 545 6007 Crash Cush Atten (Instl)(L)(N)(Tl3) Ea 1.000 82 560 6002 Mailbox Install-D (Twg-Post) Ty 1 Ea 6.000 83 560 6025 Relocate Existing Mailbox Ea 38.000 84 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 3.000 85 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 43.000 86 644 6076 Remove Sm Rd Sn Sup&Am Ea 1.000 87 658 6062 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2(Bi) Ea 41.000 88 658 6100 Instl Om Assm (Om-2z)(Wflx)Gnd(Bi) Ea 4.000 89 662 6004 Wk Zn Pav Mrk Non-Remov (W)4"(Sld) Lf 44,946.000 90 662 6016 Wk Zn Pav Mrk Non-Remov (W)24"(Sld) Lf 149.000 91 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 97,994.000 92 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-A-A Ea 2,130.000 93 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty Y-2 Ea 2,457.000 94 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 1,719.000 95 666 6224 Pavement Sealer 4" Lf 42.000 96 666 6226 Pavement Sealer 8" Lf 30.000 97 666 6230 Pavement Sealer 24" Lf 106.000 98 666 6300 Re Pm W/Ret Req Ty I (W)4"(Brk)(100mil) Lf 60.000 99 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 49,146.000 100 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 10,360.000 101 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 48,983.000 102 668 6016 Prefab Pav Mrk Ty B (W)(12")(Sld) Lf 86.000 103 668 6018 Prefab Pav Mrk Ty B (W)(24")(Sld) Lf 583.000 104 668 6034 Prefab Pav Mrk Ty B (W)(36")(Yld Tri) Ea 10.000 105 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 20.000 106 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 10.000 107 672 6007 Refl Pav Mrkr Ty I-C Ea 87.000 108 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 1,382.000 109 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 18,885.000 110 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 1,141.000 111 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 39.000 112 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 5.000 113 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 5.000 114 678 6001 Pav Surf Prep For Mrk (4") Lf 42.000 115 678 6004 Pav Surf Prep For Mrk (8") Lf 30.000 116 678 6008 Pav Surf Prep For Mrk (24") Lf 106.000 117 712 6009 Jt / Crck Seal (Hot - Poured Rubber) Lf 18,215.000 118 760 6001 Ditch Cleaning And Reshaping (Foot) Lf 1,000.000 119 3076 6035 D-Gr Hma Ty-D Pg64-22 Ton 17,031.000 120 3076 6038 D-Gr Hma Ty-D Pg64-22 (Level-Up) Ton 4,091.000 121 3076 6066 Tack Coat Gal 16,180.000 122 3077 6065 Sp Mixes Sp-D Sac-A Pg76-22 Ton 5,134.000 123 3077 6075 Tack Coat Gal 3,748.000 124 6185 6002 Tma (Stationary) Day 137.000 125 6185 6005 Tma (Mobile Operation) Day 56.000 126

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.