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Last Updated 01/08/2021 08:06 AM
Project Title

Construct 2 Way Lt Turn Ln, Bike Lns and Sdwks

Physical Address View project details and contacts
City, State (County) TX   (Bexar County)
Category(s) Heavy and Highway
Sub-Category(s) Sidewalks/Parking Lot
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $13,629,893
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 106.000 1 104 6001 Removing Conc (Pav) Sy 251.000 2 104 6009 Removing Conc (Riprap) Sy 424.000 3 104 6015 Removing Conc (Sidewalks) Sy 952.000 4 104 6017 Removing Conc (Driveways) Sy 1,153.000 5 104 6021 Removing Conc (Curb) Lf 3,957.000 6 104 6036 Removing Conc (Sidewalk Or Ramp) Sy 21.000 7 105 6030 Removing Stab Base & Asph Pav (8"-14") Sy 24,457.000 8 110 6001 Excavation (Roadway) Cy 7,536.000 9 132 6005 Embankment (Final)(Ord Comp)(Ty c) Cy 7,760.000 10 161 6017 Compost Manuf Topsoil (4") Sy 48,653.000 11 162 6002 Block Sodding Sy 31,373.000 12 162 6008 Roll Sodding Sy 17,280.000 13 168 6001 Vegetative Watering Mg 759.000 14 247 6475 Fl Bs (Cip)(Ty d Gr 1-2, Or 5)Final Pos Cy 8,731.000 15 310 6027 Prime Coat(Mc-30 Or Ae-p) Gal 8,981.000 16 316 6410 Asph(Ac-15p,Ac-20-5tr,Ac-20xp,Ac10-2tr) Gal 10,214.000 17 316 6431 Aggr (Ty-Pb Gr-4) Cy 370.000 18 351 6004 Flexible Pavement Structure Repair(8") Sy 2,216.000 19 354 6021 Plane Asph Conc Pav(0" To 2") Sy 3,904.000 20 400 6003 Struct Excav (Pipe) Cy 1,115.000 21 400 6008 Cut & Restore Asph Paving Sy 684.000 22 401 6001 Flowable Backfill Cy 120.000 23 402 6001 Trench Excavation Protection Lf 19,682.000 24 403 6001 Temporary Spl Shoring Sf 2,939.000 25 416 6030 Drill Shaft (Trf Sig Pole) (24 In) Lf 78.000 26 416 6032 Drill Shaft (Trf Sig Pole) (36 In) Lf 16.000 27 416 6034 Drill Shaft (Trf Sig Pole) (48 In) Lf 44.000 28 420 6003 Cl a Conc (Misc) Sy 332.000 29 420 6011 Cl b Conc (Flume) Cy 76.000 30 420 6071 Cl c Conc (Collar) Ea 11.000 31 423 6001 Retaining Wall (Mse) Sf 5,697.000 32 423 6008 Retaining Wall (Cast - In - Place) Sf 896.000 33 432 6001 Riprap (Conc)(4 In) Cy 362.000 34 432 6045 Riprap (Mow Strip)(4 In) Cy 850.000 35 450 6103 Rail (Ty Pr11) Lf 1,681.000 36 460 6001 Cmp (Gal Stl 12 In) Lf 18.000 37 460 6003 Cmp (Gal Stl 24 In) Lf 32.000 38 462 6003 Conc Box Culv (4 Ft x 2 Ft) Lf 333.000 39 462 6015 Conc Box Culv (7 Ft x 4 Ft) Lf 84.000 40 462 6133 Conc Box Culv (5 Ft x 6.5 Ft)(Extend) Lf 21.000 41 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 134.000 42 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 10,407.000 43 464 6006 Rc Pipe (Cl Iii)(27 In) Lf 72.000 44 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 1,863.000 45 464 6032 Rc Pipe (Arch)(Cl Iii)(Des 3) Lf 641.000 46 464 6033 Rc Pipe (Arch)(Cl Iii)(Des 4) Lf 54.000 47 465 6002 Manh (Compl)(Prm)(48in) Ea 1.000 48 465 6010 Jctbox(Compl)(Pjb)(5ftx6ft) Ea 3.000 49 465 6013 Inlet (Compl)(Pco)(3ft)(None) Ea 9.000 50 465 6014 Inlet (Compl)(Pco)(3ft)(Left) Ea 22.000 51 465 6015 Inlet (Compl)(Pco)(3ft)(Right) Ea 18.000 52 465 6017 Inlet (Compl)(Pco)(4ft)(None) Ea 2.000 53 465 6019 Inlet (Compl)(Pco)(4ft)(Right) Ea 4.000 54 465 6030 Inlet (Compl)(Pcu)(3ft)(Left) Ea 2.000 55 465 6070 Inlet (Compl)(Psl)(Rc)(3ftx3ft) Ea 4.000 56 465 6073 Inlet (Compl)(Psl)(Rc)(4ftx5ft) Ea 1.000 57 465 6075 Inlet (Compl)(Psl)(Rc)(5ftx6ft) Ea 2.000 58 465 6126 Inlet (Compl)(Psl)(Fg)(3ftx3ft-3ftx3ft) Ea 7.000 59 465 6127 Inlet (Compl)(Psl)(Fg)(4ftx4ft-3ftx3ft) Ea 2.000 60 465 6130 Inlet (Compl)(Psl)(Fg)(3ftx5ft-3ftx5ft) Ea 3.000 61 465 6233 Inlet (Comp) (Ty Sidewalk Bridge) Ea 7.000 62 466 6098 Headwall (Ch - Pw - 0) (Dia= 27 In) Ea 1.000 63 466 6110 Headwall (Ch - Pw - a - 0) (Des= 3) Ea 3.000 64 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 3.000 65 466 6180 Wingwall (Pw - 1) (Hw=5 Ft) Ea 1.000 66 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 2.000 67 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 2.000 68 466 6250 Headwall (Ch - Pw - 0)(Dia= 27in) (Mod) Ea 1.000 69 467 6387 Set (Ty Ii) (24 In) (Rcp) (2: 1) (c) Ea 1.000 70 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (c) Ea 2.000 71 467 6389 Set (Ty Ii) (24 In) (Rcp) (3: 1) (p) Ea 1.000 72 467 6391 Set (Ty Ii) (24 In) (Rcp) (4: 1) (p) Ea 4.000 73 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 5.000 74 467 6541 Set (Ty Ii) (Des 3) (Rcp) (3: 1) (p) Ea 3.000 75 467 6543 Set (Ty Ii) (Des 3) (Rcp) (4: 1) (p) Ea 1.000 76 467 6545 Set (Ty Ii) (Des 3) (Rcp) (6: 1) (p) Ea 14.000 77 474 6009 Slot Drain (Gal Stl) (24 In) Lf 440.000 78 480 6001 Clean Exist Culverts Ea 7.000 79 496 6004 Remov Str (Set) Ea 8.000 80 496 6005 Remov Str (Wingwall) Ea 4.000 81 496 6006 Remov Str (Headwall) Ea 2.000 82 496 6007 Remov Str (Pipe) Lf 224.000 83 496 6008 Remov Str (Box Culvert) Lf 114.000 84 500 6001 Mobilization Ls 1.000 85 502 6001 Barricades, Signs And Traffic Handling Mo 32.000 86 506 6001 Rock Filter Dams (Install) (Ty 1) Lf 185.000 87 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 225.000 88 506 6011 Rock Filter Dams (Remove) Lf 410.000 89 506 6020 Construction Exits (Install) (Ty 1) Sy 1,404.000 90 506 6024 Construction Exits (Remove) Sy 1,404.000 91 506 6032 Blading Work (Erosion & Sedmt Cont) Hr 26.000 92 506 6038 Temp Sedmt Cont Fence (Install) Lf 10,870.000 93 506 6039 Temp Sedmt Cont Fence (Remove) Lf 10,870.000 94 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 760.000 95 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 760.000 96 508 6001 Constructing Detours Sy 3,910.000 97 512 6009 Port Ctb (Fur & Inst)(Low Prof)(Ty 1) Lf 8,220.000 98 512 6010 Port Ctb (Fur & Inst)(Low Prof)(Ty 2) Lf 2,320.000 99 512 6033 Port Ctb (Move)(Low Prof)(Ty 1) Lf 11,700.000 100 512 6034 Port Ctb (Move)(Low Prof)(Ty 2) Lf 2,620.000 101 512 6057 Port Ctb (Remove)(Low Prof)(Ty 1) Lf 8,220.000 102 512 6058 Port Ctb (Remove)(Low Prof)(Ty 2) Lf 2,320.000 103 529 6001 Conc Curb (Ty i) Lf 22,464.000 104 529 6015 Conc Curb (Ty c1) Lf 1,299.000 105 529 6018 Conc Curb (Ty f3) Lf 382.000 106 529 6020 Conc Curb & Gutter (Armor Curb) Lf 7.000 107 529 6024 Conc Curb (Mountable) Lf 447.000 108 529 6027 Conc Curb (Ty c2) Lf 379.000 109 530 6017 Driveways (Conc) (Hes) Sy 2,942.000 110 531 6001 Conc Sidewalks (4") Sy 11,733.000 111 531 6005 Curb Ramps (Ty 2) Ea 14.000 112 531 6013 Curb Ramps (Ty 10) Ea 30.000 113 531 6016 Curb Ramps (Ty 21) Ea 1.000 114 531 6031 Curb Ramps (Ty 22) Sy 4.000 115 542 6001 Remove Metal Beam Guard Fence Lf 956.000 116 542 6002 Remove Terminal Anchor Section Ea 2.000 117 556 6008 Pipe Underdrains (Ty 8) (6") Lf 939.000 118 560 6004 Mailbox Install-s (Twg-Post) Ty 2 Ea 36.000 119 618 6023 Condt (Pvc) (Sch 40) (2") Lf 30.000 120 618 6046 Condt (Pvc) (Sch 80) (2") Lf 423.000 121 618 6047 Condt (Pvc) (Sch 80) (2") (Bore) Lf 621.000 122 618 6053 Condt (Pvc) (Sch 80) (3") Lf 295.000 123 618 6054 Condt (Pvc) (Sch 80) (3") (Bore) Lf 786.000 124 620 6009 Elec Condr (No.6) Bare Lf 611.000 125 620 6010 Elec Condr (No.6) Insulated Lf 44.000 126 621 6005 Tray Cable (4 Condr) (12 Awg) Lf 426.000 127 624 6002 Ground Box Ty a (122311)w/Apron Ea 2.000 128 624 6010 Ground Box Ty d (162922)w/Apron Ea 7.000 129 624 6028 Remove Ground Box Ea 2.000 130 628 6147 Elc Srv Ty d 120/240 060(Ns)Ss(e)Tp(o) Ea 2.000 131 636 6001 Aluminum Signs (Ty a) Sf 125.500 132 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 70.000 133 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 6.000 134 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 1.000 135 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 5.000 136 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 4.000 137 644 6034 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-1ext) Ea 1.000 138 644 6037 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Wc) Ea 3.000 139 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 2.000 140 644 6076 Remove Sm Rd Sn Sup&Am Ea 49.000 141 662 6048 Wk Zn Pav Mrk Remov (Refl) Ty i-c Ea 186.000 142 662 6050 Wk Zn Pav Mrk Remov (Refl) Ty Ii-a-a Ea 1,492.000 143 662 6060 Wk Zn Pav Mrk Remov (w)4"(Brk) Lf 2,620.000 144 662 6061 Wk Zn Pav Mrk Remov (w)4"(Dot) Lf 295.000 145 662 6063 Wk Zn Pav Mrk Remov (w)4"(Sld) Lf 58,547.000 146 662 6069 Wk Zn Pav Mrk Remov (w)8"(Dot) Lf 266.000 147 662 6071 Wk Zn Pav Mrk Remov (w)8"(Sld) Lf 2,415.000 148 662 6075 Wk Zn Pav Mrk Remov (w)24"(Sld) Lf 370.000 149 662 6080 Wk Zn Pav Mrk Remov (w)(Arrow) Ea 11.000 150 662 6090 Wk Zn Pav Mrk Remov (w)(Word) Ea 11.000 151 662 6093 Wk Zn Pav Mrk Remov (y)4"(Brk) Lf 47,284.000 152 662 6095 Wk Zn Pav Mrk Remov (y)4"(Sld) Lf 59,518.000 153 662 6109 Wk Zn Pav Mrk Sht Term (Tab)Ty w Ea 15,346.000 154 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 11,388.000 155 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 2,880.000 156 666 6048 Refl Pav Mrk Ty i (w)24"(Sld)(100mil) Lf 2,165.000 157 666 6054 Refl Pav Mrk Ty i (w)(Arrow)(100mil) Ea 28.000 158 666 6057 Refl Pav Mrk Ty i(w)(Dbl Arrow)(100mil) Ea 1.000 159 666 6078 Refl Pav Mrk Ty i (w)(Word)(100mil) Ea 28.000 160 666 6105 Refl Pav Mrk Ty i (w)(Bike Arw)(100mil) Ea 40.000 161 666 6111 Refl Pav Mrk Ty i(w)(Bike Syml)(100mil) Ea 40.000 162 666 6117 Refl Pav Mrk Ty i (w)(Bike Dot)(100mil) Ea 551.000 163 666 6156 Refl Pav Mrk Ty i(y)(Med Nose)(100mil) Ea 9.000 164 666 6224 Pavement Sealer 4" Lf 27,525.000 165 666 6225 Pavement Sealer 6" Lf 20,149.000 166 666 6226 Pavement Sealer 8" Lf 2,880.000 167 666 6230 Pavement Sealer 24" Lf 2,165.000 168 666 6231 Pavement Sealer (Arrow) Ea 28.000 169 666 6232 Pavement Sealer (Word) Ea 28.000 170 666 6233 Pavement Sealer (Med Nose) Ea 9.000 171 666 6234 Pavement Sealer (Dbl Arrow) Ea 1.000 172 666 6244 Pavement Sealer (Bike Arrow) Ea 40.000 173 666 6245 Pavement Sealer (Bike Symbol) Ea 40.000 174 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 5,060.000 175 666 6309 Re Pm w/Ret Req Ty i (w)6"(Sld)(100mil) Lf 20,149.000 176 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 3,490.000 177 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 18,975.000 178 666 6431 Pavmenent Sealer (Bike Dot) Lf 1,102.000 179 672 6007 Refl Pav Mrkr Ty i-c Ea 235.000 180 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 761.000 181 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 173.000 182 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 196,574.000 183 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 3,053.000 184 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 487.000 185 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 19.000 186 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 16.000 187 680 6002 Install Hwy Trf Sig (Isolated) Ea 2.000 188 681 6001 Temp Traf Signals Ea 1.000 189 682 6001 Veh Sig Sec (12")Led(Grn) Ea 10.000 190 682 6002 Veh Sig Sec (12")Led(Grn Arw) Ea 7.000 191 682 6003 Veh Sig Sec (12")Led(Yel) Ea 10.000 192 682 6004 Veh Sig Sec (12")Led(Yel Arw) Ea 14.000 193 682 6005 Veh Sig Sec (12")Led(Red) Ea 10.000 194 682 6006 Veh Sig Sec (12")Led(Red Arw) Ea 7.000 195 682 6018 Ped Sig Sec (Led)(Countdown) Ea 16.000 196 682 6049 Backplate w/Refl Brdr(4 Sec) Ea 8.000 197 682 6060 Backplate w/Refl Brdr(3 Sec) Ea 14.000 198 684 6009 Trf Sig Cbl (Ty a)(12 Awg)(4 Condr) Lf 2,733.000 199 684 6010 Trf Sig Cbl (Ty a)(12 Awg)(5 Condr) Lf 30.000 200 684 6012 Trf Sig Cbl (Ty a)(12 Awg)(7 Condr) Lf 3,995.000 201 684 6080 Trf Sig Cbl (Ty c)(14 Awg)(2 Condr) Lf 2,733.000 202 685 6002 Relocate Rdsd Flash Beacon Assembly Ea 2.000 203 686 6045 Ins Trf Sig Pl Am(s)1 Arm(44') Ea 1.000 204 686 6195 Ins Trf Sig Pl Am(s)2 Arm(50-44')Lum Ea 2.000 205 687 6001 Ped Pole Assembly Ea 13.000 206 688 6001 Ped Detect Push Button (Aps) Ea 16.000 207 688 6003 Ped Detector Controller Unit Ea 2.000 208 690 6009 Removal Of Cables Lf 2,345.000 209 690 6030 Removal Of Pedestrian Push Buttons Ea 1.000 210 690 6033 Removal Of Traffic Signal Pole Fnd Lf 16.000 211 690 6089 Remove Ped Pole Assm Ea 1.000 212 690 6094 Remov Ped Sig Led Traf Sig Lamp Unit Ea 1.000 213 730 6107 Full - Width Mowing Cyc 12.000 214 734 6002 Litter Removal Cyc 34.000 215 738 6003 Cleaning / Sweeping (Outside Main Lane) Cyc 34.000 216 740 6004 Anti - Graffiti Coating(Permnent-Ty Ii) Sf 4,974.000 217 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 12,777.000 218 3076 6066 Tack Coat Gal 8,869.000 219 3077 6023 Sp Mixes Sp-c Sac-b Pg70-22 Ton 10,200.000 220 4122 6008 Thermoplastic Pipe(30 In)(Pp)(Type Iii) Lf 3.000 221 6001 6002 Portable Changeable Message Sign Ea 4.000 222 6004 6031 Its Com Cbl (Ethernet) Lf 396.000 223 6010 6010 Cctv Field Equip (Analog) (Instl Only) Ea 3.000 224 6027 6010 Ground Box w/ Apron (Adjust) Ea 1.000 225 6120 6001 Dead End Roadway Barricade Lf 24.000 226 6185 6002 Tma (Stationary) Day 72.000 227 6292 6001 Rvds(Presence Detection Only) Ea 8.000 228 6292 6002 Rvds(Advance Detection Only) Ea 4.000 229 7186 6003 Ngp (Main) (6" Plastic w/Tw) (Open Cut) Lf 239.000 230 7186 6004 Ngp (Main) (4" Plastic w/Tw) (Open Cut) Lf 404.000 231 7186 6006 Ngp (Boring) (4" Plastic w/Tw) Lf 275.000 232 7186 6007 Ngp Adjust Gas Facility Access Cover Ea 3.000 233 7186 6008 Ngp (Main)(2" Plastic w/Tw)(Open Cut) Lf 214.000 234 7186 6009 Ngp (Main)(8" Plastic w/Tw)(Open Cut) Lf 193.000 235 7186 6010 Ngp (Main)(4" Steel)(Open Cut) Lf 42.000 236 7186 6011 Ngp (Main)(6" Steel)(Open Cut) Lf 58.000 237 7186 6012 Ngp (Main)(8" Steel)(Open Cut) Lf 552.000 238 7186 6013 Ngp (Boring)(8" Steel) Lf 310.000 239 7186 6014 Ngp (Jt Tr)(6" Plas & 6" Plas w/Tw) Lf 87.000 240 7186 6015 Ngp (Jt Tr)(8" Stl & 4" Plas w/Tw) Lf 4,699.000 241 7186 6016 Ngp (Jt Tr)(8" Stl & 6" Plas w/Tw) Lf 4,193.000 242 7186 6017 Ngp (Jt Tr)(8" Stl & 8" Plas w/Tw) Lf 37.000 243 7186 6018 Ngp (Jt Tr)(6" Plas & 4" Plas w/Tw) Lf 32.000 244 7186 6019 Ngp (Jt Tr)8"Stl & 4"Plas & 6"Plas w/Tw Lf 76.000 245 7186 6020 Ngp (Grout Abandoned Main)(2") Lf 79.000 246 7186 6021 Ngp (Grout Abandoned Main)(4") Lf 260.000 247 7186 6022 Ngp (Grout Abandoned Main)(6") Lf 96.000 248 7186 6023 Ngp (Grout Abandoned Main)(8") Lf 690.000 249 7186 6024 Ngp (Remove Abandoned Main)(2") Lf 1,804.000 250 7186 6025 Ngp (Remove Abandoned Main)(4") Lf 345.000 251 7186 6027 Ngp (Remove Abandoned Main)(8") Lf 9,170.000 252 7186 6028 Ngp (Service)(Shorten To New Main) Ea 1.000 253 7186 6029 Ngp (Service)(Extend To New Main) Ea 7.000 254 7186 6030 Ngp (Short Service)(Rerun Main To Mtr) Ea 20.000 255 7194 6018 Existing Manhole Adjustments Ea 1.000 256 7196 6001 Trench Excavation Protection Lf 58.000 257 7196 6002 Ductile Iron Fittings Ton 2.600 258 7196 6003 Hydrostatic Pressure Test Ea 1.000 259 7196 6004 Temporary Blow-Off(Complete)(2") Ea 2.000 260 7196 6005 Flowable Fill Backfill Cy 225.000 261 7196 6011 Adjust Valve Box Ea 1.000 262 7196 6031 New Meter Box Ea 1.000 263 7196 6034 Tie-In (Complete)(12") Ea 2.000 264 7196 6037 Air Release Valve (Complete)(1") Ea 1.000 265 7196 6039 Pipe Water Main (Pvc) (12") Lf 58.000 266 7196 6042 Relocate Fire Hydrant Ea 1.000 267 7196 6048 Grout Abandonment Water Main (12") Lf 170.000 268 7196 6068 Adjust Meter Box Ea 1.000 269 7196 6079 Steel Casing (24") (Bore) Lf 134.000 270 7196 6081 Wtr (Jack, Bore, Or Tunnel) (24") Lf 134.000 271 7196 6087 Carrier Pipe (Bore) (Pvc) (12") Lf 134.000 272 7202 6005 Strmwtr Treat Unit (54 In)(4 Cart) Ea 3.000 273 7202 6006 Strmwtr Treat Unit (54 In)(8 Cart) Ea 1.000 274 7254 6002 Pipe Water Main (c-900 Pvc) (6") Lf 210.000 275 7254 6003 Pipe Water Main (c-900 Pvc) (8") Lf 1,764.000 276 7254 6004 Pipe Water Main (c-900 Pvc) (12") Lf 1,694.000 277 7254 6005 Steel Casing (18") (Open Cut) Lf 654.000 278 7254 6006 Ductile Iron Fittings Ton 0.860 279 7254 6007 Cut-In Tee (Complete) (12" x 8") Ea 1.000 280 7254 6008 Fire Hydrant Assembly Ea 1.000 281 7254 6009 Gate Valve And Box (Complete) (6") Ea 2.000 282 7254 6010 Gate Valve And Box (Complete) (8") Ea 7.000 283 7254 6011 Gate Valve And Box (Complete) (12") Ea 3.000 284 7254 6012 Relay Short Service (3/4") Ea 17.000 285 7254 6013 Relay Short Service (1") Ea 2.000 286 7254 6014 Tie-In (Complete) (6" Pvc To 6" Ac) Ea 4.000 287 7254 6015 Tie-In (Complete) (6" Pvc To 6" Pvc) Ea 3.000 288 7254 6016 Tie-In (Complete) (8" Pvc To 8" Pvc) Ea 6.000 289 7254 6017 Tie-In (Complete) (12" Pvc To 12" Pvc) Ea 4.000 290 7254 6018 Temporary Blow-Off (Complete) (2") Ea 18.000 291 7254 6019 Hydrostatic Pressure Test Ea 7.000 292 7254 6020 Grout Abandonment Water Main (6") Lf 1,286.000 293 7254 6021 Grout Abandonment Water Main (8") Lf 1,265.000 294 7254 6022 Grout Abandonment Water Main (12") Lf 100.000 295

Details

Division 31 - Earthwork, Earthwork Methods.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.

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Project Documents
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 Architectural Plans
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