FM 110 - Construct New Road

100 6002 Preparing Row Sta 424.000 1 104 6017 Removing Conc (Driveways) Sy 507.000 2 105 6011 Removing Stab Base and Asph Pav (2"-6") Sy 4,616.000 3 106 6002 Obliterating Abandoned Road Sy 9,554.000 4 110 6001 Excavation (Roadway) Cy 237,766.000 5 110 6002 Excavation (Channel) Cy 46,136.000 6 132 6003 Embankment (Final)(Ord Comp)(Ty B) Cy 199,436.000 7 132 6047 Embankment (Final)(Ord Comp)(Ty C1) Cy 152,006.000 8 160 6010 Furnish and Place Topsoil (5") Sy 566,026.000 9 164 6003 Broadcast Seed (Perm) (Rural) (Clay) Sy 566,026.000 10 164 6071 Broadcast Seed (Temp)(Warm or Cool) Sy 283,013.000 11 168 6001 Vegetative Watering Mg 14,151.000 12 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 566,026.000 13 180 6001 Wildflower Seeding Ac 117.000 14 247 6366 Fl Bs (Cmp in Plc)(Ty a Gr 5)(Fnal Pos) Cy 48,621.000 15 260 6027 Lime Trt (Exst Matl)(8") Sy 25,392.000 16 260 6043 Lime (Hyd, Com or Qk)(Slurry) Ton 591.000 17 310 6001 Prime Coat (Multi Option) Gal 43,962.000 18 347 6001 Tom (Asphalt) Pg 76-22 Ton 794.000 19 347 6006 Tom - C (Aggregate) Sac - B Ton 11,510.000 20 400 6005 Cem Stabil Bkfl Cy 1,030.400 21 400 6006 Cut & Restoring Pav Sy 29.000 22 402 6001 Trench Excavation Protection Lf 565.000 23 403 6001 Temporary Spl Shoring Sf 1,400.000 24 416 6001 Drill Shaft (18 in) Lf 594.000 25 416 6004 Drill Shaft (36 in) Lf 7,422.000 26 416 6006 Drill Shaft (48 in) Lf 352.000 27 416 6016 Drill Shaft (Sign Mts) (12 in) Lf 14.000 28 416 6018 Drill Shaft (Sign Mts) (24 in) Lf 42.000 29 416 6031 Drill Shaft (Trf Sig Pole) (30 in) Lf 36.000 30 416 6032 Drill Shaft (Trf Sig Pole) (36 in) Lf 112.000 31 416 6034 Drill Shaft (Trf Sig Pole) (48 in) Lf 22.000 32 420 6013 Cl C Conc (Abut) Cy 218.800 33 420 6029 Cl C Conc (Cap) Cy 879.800 34 420 6037 Cl C Conc (Column) Cy 776.800 35 420 6049 Cl C Conc (Crashwall) Cy 124.000 36 422 6001 Reinf Conc Slab Sf 214,303.000 37 422 6015 Approach Slab Cy 213.900 38 423 6001 Retaining Wall (Mse) Sf 7,489.000 39 425 6037 Prestr Conc Girder (Tx40) Lf 3,520.680 40 425 6039 Prestr Conc Girder (Tx54) Lf 22,177.290 41 432 6001 Riprap (Conc)(4 in) Cy 535.000 42 432 6002 Riprap (Conc)(5 in) Cy 384.900 43 432 6024 Riprap (Stone Common)(Dry)(12 in) Cy 478.300 44 432 6030 Riprap (Stone Common)(Grout)(12 in) Cy 46.300 45 432 6045 Riprap (Mow Strip)(4 in) Cy 327.500 46 434 6007 Elastomeric Bearing (Ee5) Ea 5.000 47 434 6015 Elastomeric Bearing (Ef5) Ea 5.000 48 442 6001 Str Steel (Plate Girder) Lb 359,155.000 49 442 6009 Str Steel (Diaphragm & Stiffener) Lb 46,013.000 50 442 6010 Str Steel (Shear Connector) Lb 4,347.000 51 450 6023 Rail (Ty Sstr) Lf 7,209.450 52 450 6054 Rail (Ty Sstr) (W/drain Slots) Lf 4,676.100 53 450 6119 Rail (Clf-ro) Lf 240.000 54 454 6018 Sealed Expansion Joint (4 in) (Sej - M) Lf 912.000 55 462 6001 Conc Box Culv (3 Ft X 2 Ft) Lf 316.000 56 462 6003 Conc Box Culv (4 Ft X 2 Ft) Lf 828.000 57 462 6004 Conc Box Culv (4 Ft X 3 Ft) Lf 111.000 58 462 6006 Conc Box Culv (5 Ft X 2 Ft) Lf 345.000 59 462 6008 Conc Box Culv (5 Ft X 4 Ft) Lf 240.000 60 462 6010 Conc Box Culv (6 Ft X 3 Ft) Lf 54.000 61 462 6206 Conc Box Culv (17 Ft X 12 Ft) Lf 109.000 62 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 714.000 63 464 6005 Rc Pipe (Cl Iii)(24 in) Lf 720.000 64 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 116.000 65 464 6017 Rc Pipe (Cl Iv)(18 in) Lf 318.000 66 465 6159 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-3ftx3ft) Ea 1.000 67 465 6236 Inlet (Compl)(Rwi)(Ty Ii) Ea 3.000 68 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 in) Ea 1.000 69 466 6150 Wingwall (Fw - 0) (Hw=3 Ft) Ea 4.000 70 466 6151 Wingwall (Fw - 0) (Hw=4 Ft) Ea 1.000 71 466 6152 Wingwall (Fw - 0) (Hw=5 Ft) Ea 1.000 72 466 6153 Wingwall (Fw - 0) (Hw=6 Ft) Ea 1.000 73 466 6164 Wingwall (Fw - S) (Hw=3 Ft) Ea 3.000 74 466 6169 Wingwall (Fw - S) (Hw=8 Ft) Ea 1.000 75 466 6176 Wingwall (Pw - 1) (Hw=15 Ft) Ea 2.000 76 466 6178 Wingwall (Pw - 1) (Hw=3 Ft) Ea 5.000 77 466 6192 Wingwall (Pw - 2) (Hw=3 Ft) Ea 2.000 78 466 6195 Wingwall (Pw - 2) (Hw=6 Ft) Ea 1.000 79 467 6144 Set (Ty I)(S= 4 Ft)(Hw= 4 Ft)(4:1) (C) Ea 1.000 80 467 6149 Set (Ty I)(S= 4 Ft)(Hw= 5 Ft)(3:1) (P) Ea 1.000 81 467 6150 Set (Ty I)(S= 4 Ft)(Hw= 5 Ft)(4:1) (C) Ea 1.000 82 467 6172 Set (Ty I)(S= 5 Ft)(Hw= 3 Ft)(4:1) (C) Ea 6.000 83 467 6358 Set (Ty Ii) (18 in) (Rcp) (4: 1) (C) Ea 4.000 84 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 28.000 85 467 6390 Set (Ty Ii) (24 in) (Rcp) (4: 1) (C) Ea 4.000 86 467 6395 Set (Ty Ii) (24 in) (Rcp) (6: 1) (P) Ea 12.000 87 467 6419 Set (Ty Ii) (30 in) (Rcp) (4: 1) (C) Ea 2.000 88 467 6448 Set (Ty Ii) (36 in) (Rcp) (3: 1) (C) Ea 1.000 89 476 6019 Jack Bor or Tun Pipe(30 in)(Rc)(Cl Iii) Lf 87.000 90 496 6004 Remov Str (Set) Ea 8.000 91 496 6006 Remov Str (Headwall) Ea 8.000 92 496 6007 Remov Str (Pipe) Lf 628.000 93 496 6008 Remov Str (Box Culvert) Lf 31.000 94 496 6041 Remov Str (Large) Ea 1.000 95 496 6043 Remov Str (Small Fence) Lf 12,870.000 96 500 6001 Mobilization Ls 1.000 97 502 6001 Barricades, Signs and Traffic Handling Mo 24.000 98 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 4,190.000 99 506 6011 Rock Filter Dams (Remove) Lf 4,190.000 100 506 6020 Construction Exits (Install) (Ty 1) Sy 1,000.000 101 506 6024 Construction Exits (Remove) Sy 1,000.000 102 506 6034 Construction Perimeter Fence Lf 1,400.000 103 506 6038 Temp Sedmt Cont Fence (Install) Lf 12,414.000 104 506 6039 Temp Sedmt Cont Fence (Remove) Lf 12,414.000 105 508 6001 Constructing Detours Sy 982.000 106 512 6001 Port Ctb (Fur & Inst)(Sgl Slope)(Ty 1) Lf 600.000 107 512 6025 Port Ctb (Move)(Sgl Slp)(Ty 1) Lf 410.000 108 512 6049 Port Ctb (Remove)(Sgl Slp)(Ty 1) Lf 600.000 109 530 6004 Driveways (Conc) Sy 2,039.000 110 530 6005 Driveways (Acp) Sy 1,963.000 111 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 5,091.000 112 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 16.000 113 540 6016 Downstream Anchor Terminal Section Ea 9.000 114 544 6001 Guardrail End Treatment (Install) Ea 15.000 115 545 6003 Crash Cush Atten (Move & Reset) Ea 2.000 116 545 6005 Crash Cush Atten (Remove) Ea 4.000 117 545 6013 Crash Cush Atten (Instl)(R)(N)(Tl3) Ea 1.000 118 545 6016 Crash Cush Atten (Instl)(R)(W)(Tl3) Ea 1.000 119 545 6019 Crash Cush Atten (Instl)(S)(N)(Tl3) Ea 4.000 120 550 6009 Chain Link Fence(Install)(6 )(Barb Top) Lf 2,712.000 121 550 6010 Gate(Install)(Dbl)(6 X14 )(Barb Top) Ea 1.000 122 556 6006 Pipe Underdrains (Ty 6) (6") Lf 748.000 123 560 6001 Mailbox Install-s (Twg-post) Ty 1 Ea 2.000 124 560 6003 Mailbox Install-m (Twg-post) Ty 1 Ea 3.000 125 610 6011 in Rd Il Am (U/p) (Ty 1) (150w) S Ea 2.000 126 618 6023 Condt (Pvc) (Sch 40) (2") Lf 145.000 127 618 6046 Condt (Pvc) (Sch 80) (2") Lf 684.000 128 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 503.000 129 618 6053 Condt (Pvc) (Sch 80) (3") Lf 968.000 130 618 6058 Condt (Pvc) (Sch 80) (4") Lf 228.000 131 618 6059 Condt (Pvc) (Sch 80) (4") (Bore) Lf 503.000 132 620 6007 Elec Condr (No.8) Bare Lf 160.000 133 620 6008 Elec Condr (No.8) Insulated Lf 320.000 134 620 6009 Elec Condr (No.6) Bare Lf 2,391.000 135 620 6010 Elec Condr (No.6) Insulated Lf 122.000 136 621 6005 Tray Cable (4 Condr) (12 Awg) Lf 1,459.000 137 624 6002 Ground Box Ty a (122311)w/apron Ea 2.000 138 624 6010 Ground Box Ty D (162922)w/apron Ea 12.000 139 628 6045 Elc Srv Ty a 240/480 060(Ns)ss(E)sp(O) Ea 1.000 140 628 6188 Elc Srv Ty D 120/240 070(Ns)ss(E)sp(O) Ea 2.000 141 636 6002 Aluminum Signs (Ty G) Sf 503.250 142 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 66.000 143 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 31.000 144 644 6005 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T-2ext) Ea 4.000 145 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 10.000 146 644 6027 in Sm Rd Sn Sup&am Tys80(1)sa(P) Ea 3.000 147 644 6038 in Sm Rd Sn Sup&am Tys80(1)sa(U-exal) Ea 2.000 148 644 6051 in Sm Rd Sn Sup&am Tys80(2)sa(P-exal) Ea 5.000 149 644 6064 in Bridge Mnt Clearance Sgn Assm(Ty N) Ea 10.000 150 644 6066 in Sm Rd Sn Sup&am (Rail Mount) Ea 27.000 151 647 6001 Install Lrss (Struct Steel) Lb 2,046.000 152 658 6013 Instl Del Assm (D-sw)sz (Brf)ctb Ea 20.000 153 658 6014 Instl Del Assm (D-sw)sz (Brf)ctb (Bi) Ea 95.000 154 658 6026 Instl Del Assm (D-sy)sz (Brf)ctb Ea 19.000 155 658 6046 Instl Om Assm (Om-2x)(Wc)gnd Ea 62.000 156 658 6061 Instl Del Assm (D-sw)sz 1(Brf)gf2 Ea 44.000 157 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 30.000 158 658 6064 Instl Del Assm (D-sy)sz 1(Brf)gf2 Ea 1.000 159 658 6092 Instl Del Assm (D-dw)sz 1(Wflx)gnd Ea 33.000 160 658 6098 Instl Om Assm (Om-1)(Wflx)gnd Ea 12.000 161 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 25,572.000 162 662 6032 Wk Zn Pav Mrk Non-remov (Y)4"(Brk) Lf 828.000 163 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 31,772.000 164 662 6063 Wk Zn Pav Mrk Remov (W)4"(Sld) Lf 6,130.000 165 662 6075 Wk Zn Pav Mrk Remov (W)24"(Sld) Lf 24.000 166 662 6095 Wk Zn Pav Mrk Remov (Y)4"(Sld) Lf 2,690.000 167 666 6005 Refl Pav Mrk Ty I (W)4"(Dot)(090mil) Lf 286.000 168 666 6035 Refl Pav Mrk Ty I (W)8"(Sld)(090mil) Lf 13,128.000 169 666 6041 Refl Pav Mrk Ty I (W)12"(Sld)(090mil) Lf 606.000 170 666 6047 Refl Pav Mrk Ty I (W)24"(Sld)(090mil) Lf 304.000 171 666 6053 Refl Pav Mrk Ty I (W)(Arrow)(090mil) Ea 33.000 172 666 6077 Refl Pav Mrk Ty I (W)(Word)(090mil) Ea 31.000 173 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 3,244.000 174 666 6168 Refl Pav Mrk Ty Ii (W) 4" (Dot) Lf 286.000 175 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 84,464.000 176 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 13,128.000 177 666 6180 Refl Pav Mrk Ty Ii (W) 12" (Sld) Lf 606.000 178 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 304.000 179 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 33.000 180 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 31.000 181 666 6205 Refl Pav Mrk Ty Ii (Y) 4" (Brk) Lf 4,195.000 182 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 78,236.000 183 666 6283 Ref Prof Pav Mrk Ty I(W)4"(Sld)(090mil) Lf 69,954.000 184 666 6287 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(090mil) Lf 18,506.000 185 666 6291 Ref Prof Pav Mrk Ty I(Y)4"(Brk)(090mil) Lf 3,975.000 186 666 6299 Re Pm W/ret Req Ty I (W)4"(Brk)(090mil) Lf 3,244.000 187 666 6302 Re Pm W/ret Req Ty I (W)4"(Sld)(090mil) Lf 14,510.000 188 666 6311 Re Pm W/ret Req Ty I (Y)4"(Brk)(090mil) Lf 220.000 189 666 6314 Re Pm W/ret Req Ty I (Y)4"(Sld)(090mil) Lf 59,730.000 190 672 6007 Refl Pav Mrkr Ty I-c Ea 734.000 191 672 6008 Refl Pav Mrkr Ty I-r Ea 70.000 192 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 2,721.000 193 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 151.000 194 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 18,264.000 195 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 2,333.000 196 680 6002 Install Hwy Trf Sig (Isolated) Ea 1.000 197 680 6003 Install Hwy Trf Sig (System) Ea 2.000 198 682 6001 Veh Sig Sec (12")led(Grn) Ea 26.000 199 682 6002 Veh Sig Sec (12")led(Grn Arw) Ea 8.000 200 682 6003 Veh Sig Sec (12")led(Yel) Ea 26.000 201 682 6004 Veh Sig Sec (12")led(Yel Arw) Ea 12.000 202 682 6005 Veh Sig Sec (12")led(Red) Ea 26.000 203 682 6006 Veh Sig Sec (12")led(Red Arw) Ea 6.000 204 682 6049 Backplate W/refl Brdr(4 Sec) Ea 24.000 205 682 6060 Backplate W/refl Brdr(3 Sec) Ea 8.000 206 684 6008 Trf Sig Cbl (Ty a)(12 Awg)(3 Condr) Lf 1,791.000 207 684 6033 Trf Sig Cbl (Ty a)(14 Awg)(7 Condr) Lf 3,703.000 208 686 6034 Ins Trf Sig Pl Am(S)1 Arm(32')ilsn Ea 1.000 209 686 6036 Ins Trf Sig Pl Am(S)1 Arm(32')lum&ilsn Ea 2.000 210 686 6042 Ins Trf Sig Pl Am(S)1 Arm(40')ilsn Ea 1.000 211 686 6046 Ins Trf Sig Pl Am(S)1 Arm(44')ilsn Ea 3.000 212 686 6048 Ins Trf Sig Pl Am(S)1 Arm(44')lum&ilsn Ea 4.000 213 686 6058 Ins Trf Sig Pl Am(S)1 Arm(55')ilsn Ea 1.000 214 3076 6001 D-gr Hma Ty-b Pg64-22 Ton 48,558.000 215 3076 6048 D-gr Hma Ty-d Pg76-22 Ton 19,302.000 216 3076 6051 D-gr Hma Ty-d Pg76-22 (Level-up) Ton 453.000 217 3084 6001 Bonding Course Gal 87,036.000 218 3085 6001 Underseal Course Gal 5,692.000 219 5001 6002 Geogrid Base Reinforcement (Ty Ii) Sy 235,512.000 220 6001 6002 Portable Changeable Message Sign Ea 4.000 221 6054 6001 Spread Spectrum Radio Ea 2.000 222 6054 6002 Coaxial Cable Lf 305.000 223 6054 6005 Antenna (Uni-directional) Ea 2.000 224 6185 6005 Tma (Mobile Operation) Day 20.000 225 6292 6001 Rvds(Presence Detection Only) Ea 8.000 226 6306 6001 Vivds Prosr Sys Ea 3.000 227 6306 6002 Vivds Cam Assy Fxd Lns Ea 11.000 228 6306 6005 Vivds Cntrl Software Ea 3.000 229 6306 6007 Vivds Cabling Lf 2,210.000 230 7056 6020 Valve (Gate)(6") Ea 3.000 231 7056 6022 Valve (Gate)(16") Ea 2.000 232 7056 6024 Wet Connection 6 Dia X 6 Dia Ea 7.000 233 7056 6044 Valve (Gate)(12") Ea 2.000 234 7056 6048 Pipe (6") Pvc C-900 Dr-14 (All Depths) Lf 1,131.000 235 7056 6051 Pipe (16") Pvc C-900 Dr-14 (All Depths) Lf 782.000 236 7056 6057 Pipe Encasement (24")steel Lf 460.000 237 7056 6059 Wet Connection 12 Dia X 12 Dia Ea 2.000 238 7056 6061 Wet Connection 16 Dia X 16 Dia Ea 2.000 239 7056 6065 Pipe (12") Pvc Lf 1,725.000 240 7056 6080 Ductile Iron Fittings Ton 2.720 241 7056 6103 Bore or Jack Pipe(Steel)(20") Lf 263.000 242 7056 6108 Pipe Encasement (20 ) Steel Lf 220.000 243 7056 6110 Pipe Encasement (30 ) Steel Lf 460.000 244 7056 6129 Grout Abandoned Lines, All Sizes Cy 4.000 245

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.