Last Updated 02/05/2021 12:35 PM
Project Title

Hazard Elimination and Safety

Physical Address View project details and contacts
City, State (County) TX   (Kaufman County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $1,263,524
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 36.600 1 104 6009 Removing Conc (Riprap) Sy 99.000 2 104 6017 Removing Conc (Driveways) Sy 43.000 3 105 6020 Removing Stab Base & Asph Pav (12") Sy 562.000 4 105 6043 Removing Stab Base & Asph Pav (0-6") Sy 487.000 5 105 6108 Rmv Stab Base & Asph Pv (17") Sy 190.000 6 112 6001 Subgrade Widening (Ord Comp) Sta 36.600 7 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 3,417.000 8 134 6004 Backfill (Ty a or B) Sta 36.600 9 152 6001 Road Grader Work (Ord Comp) Sta 36.600 10 161 6017 Compost Manuf Topsoil (4") Sy 15,476.000 11 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 15,476.000 12 164 6051 Drill Seed (Temp)(Warm or Cool) Sy 6,192.000 13 168 6001 Vegetative Watering Mg 3,225.000 14 247 6305 Fl Bs (Cmp in Place) (Ty D Gr 1-2)(15") Sy 1,357.000 15 247 6313 Fl Bs (Cmp in Plc)(Ty D Gr1-2)(12") Sy 4,178.000 16 314 6021 Emuls Asph (Prime)(Ms-2 or Ss-1) Gal 1,109.000 17 316 6024 Asph (Crs-2p) Gal 2,768.000 18 316 6419 Asph (Ac-15p, Ac-20-5tr or Ac-20xp) Gal 2,327.000 19 316 6440 Aggr (Ty-b Gr-3 or Ty-l Gr-3)(Sac-b) Cy 53.000 20 351 6041 Flex Pavemt Structures Repair 12"(Hmac) Sy 239.000 21 354 6002 Plan & Text Asph Conc Pav(0" to 2") Sy 12,708.000 22 432 6002 Riprap (Conc)(5 in) Cy 233.000 23 432 6030 Riprap (Stone Common)(Grout)(12 in) Cy 16.500 24 462 6047 Conc Box Culv (4 Ft X 2 Ft)(Extend) Lf 24.000 25 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 256.000 26 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 84.000 27 466 6179 Wingwall (Pw - 1) (Hw=4 Ft) Ea 1.000 28 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 1.000 29 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 16.000 30 467 6454 Set (Ty Ii) (36 in) (Rcp) (6: 1) (P) Ea 2.000 31 480 6001 Clean Exist Culverts Ea 2.000 32 496 6004 Remov Str (Set) Ea 12.000 33 496 6005 Remov Str (Wingwall) Ea 2.000 34 496 6016 Remov Str (Pipe) Ea 9.000 35 500 6001 Mobilization Ls 1.000 36 502 6001 Barricades, Signs and Traffic Handling Mo 10.000 37 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 237.000 38 506 6011 Rock Filter Dams (Remove) Lf 237.000 39 506 6020 Construction Exits (Install) (Ty 1) Sy 179.000 40 506 6024 Construction Exits (Remove) Sy 179.000 41 506 6038 Temp Sedmt Cont Fence (Install) Lf 777.000 42 506 6039 Temp Sedmt Cont Fence (Remove) Lf 777.000 43 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 672.000 44 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 672.000 45 530 6005 Driveways (Acp) Sy 393.000 46 530 6016 Driveways (Base) Sy 39.000 47 530 6017 Driveways (Conc) (Hes) Sy 33.000 48 533 6003 Rumble Strips (Shoulder) Asphalt Lf 6,736.000 49 533 6004 Rumble Strips (Centerline) Asphalt Lf 1,675.000 50 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 2,075.000 51 540 6014 Short Radius Lf 48.000 52 540 6016 Downstream Anchor Terminal Section Ea 2.000 53 542 6001 Remove Metal Beam Guard Fence Lf 350.000 54 544 6001 Guardrail End Treatment (Install) Ea 8.000 55 544 6003 Guardrail End Treatment (Remove) Ea 4.000 56 560 6011 Mailbox Install-s (Tww-post) Ty 4 Ea 4.000 57 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 21.000 58 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 2.000 59 644 6007 in Sm Rd Sn Sup&am Ty10bwg(1)sa(U) Ea 1.000 60 644 6033 in Sm Rd Sn Sup&am Tys80(1)sa(U) Ea 3.000 61 644 6036 in Sm Rd Sn Sup&am Tys80(1)sa(U-bm) Ea 2.000 62 658 6049 Instl Om Assm (Om-2z)(Flx)gnd(Bi) Ea 6.000 63 658 6060 Remove Delin & Object Marker Assms Ea 6.000 64 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 28.000 65 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 449.000 66 666 6030 Refl Pav Mrk Ty I (W)8"(Dot)(100mil) Lf 650.000 67 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 900.000 68 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 30.000 69 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 6.000 70 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 6.000 71 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 6,736.000 72 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 1,675.000 73 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 5,984.000 74 666 6309 Re Pm W/ret Req Ty I (W)6"(Sld)(100mil) Lf 1,476.000 75 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 6,763.000 76 666 6321 Re Pm W/ret Req Ty I (Y)6"(Sld)(100mil) Lf 1,476.000 77 672 6007 Refl Pav Mrkr Ty I-c Ea 98.000 78 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 329.000 79 730 6107 Full - Width Mowing Cyc 2.000 80 3077 6013 Sp Mixes Sp-c Sac-b Pg64-22 Ton 2,269.000 81 3077 6075 Tack Coat Gal 1,734.000 82 6001 6002 Portable Changeable Message Sign Ea 2.000 83 6185 6002 Tma (Stationary) Day 166.000 84 6185 6003 Tma (Mobile Operation) Hr 96.000 85

Details

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.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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