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Last Updated 10/05/2020 10:49 AM
Project Title

Ramp Modifications

Physical Address View project details and contacts
City, State (County) TX   (Dallas 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 $2,710,430
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 71.490 1 104 6001 Removing Conc (Pav) Sy 1,415.000 2 104 6021 Removing Conc (Curb) Lf 510.000 3 104 6044 Removing Conc (Flume) Sy 1,267.000 4 105 6019 Removing Stab Base & Asph Pav(14") Sy 5,817.000 5 105 6020 Removing Stab Base & Asph Pav (12") Sy 1,415.000 6 105 6073 Remov Stab Base And Asph Pav (22") Sy 839.000 7 110 6001 Excavation (Roadway) Cy 10,196.300 8 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 2,922.100 9 134 6004 Backfill (Ty a Or b) Sta 54.470 10 161 6017 Compost Manuf Topsoil (4") Sy 14,094.000 11 162 6002 Block Sodding Sy 14,094.000 12 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 14,094.000 13 168 6001 Vegetative Watering Mg 4,194.000 14 247 6312 Fl Bs (Cmp In Plc)(Ty d Gr1-2)(8") Sy 6,016.000 15 247 6313 Fl Bs (Cmp In Plc)(Ty d Gr1-2)(12") Sy 5,548.000 16 310 6027 Prime Coat(Mc-30 Or Ae-p) Gal 1,810.000 17 354 6021 Plane Asph Conc Pav(0" To 2") Sy 361.000 18 354 6100 Plane Asph Conc Pav (5") Sy 17,879.000 19 360 6003 Conc Pvmt (Cont Reinf - Crcp) (9") Sy 2,752.000 20 402 6001 Trench Excavation Protection Lf 98.000 21 416 6018 Drill Shaft (Sign Mts) (24 In) Lf 23.000 22 416 6023 Drill Shaft (Sign Mts) (54 In) Lf 17.000 23 416 6029 Drill Shaft (Rdwy Ill Pole) (30 In) Lf 72.000 24 432 6006 Riprap (Conc)(Cl b) Cy 3.150 25 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 98.000 26 465 6128 Inlet (Compl)(Psl)(Fg)(4ftx4ft-4ftx4ft) Ea 5.000 27 465 6406 Cl c Conc (Inlet) (Top) Sy 5.000 28 496 6002 Remov Str (Inlet) Ea 2.000 29 496 6007 Remov Str (Pipe) Lf 80.000 30 500 6001 Mobilization Ls 1.000 31 502 6001 Barricades, Signs And Traffic Handling Mo 8.000 32 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 17.000 33 506 6011 Rock Filter Dams (Remove) Lf 17.000 34 506 6020 Construction Exits (Install) (Ty 1) Sy 492.000 35 506 6024 Construction Exits (Remove) Sy 492.000 36 506 6038 Temp Sedmt Cont Fence (Install) Lf 15,658.000 37 506 6039 Temp Sedmt Cont Fence (Remove) Lf 15,658.000 38 506 6040 Biodeg Erosn Cont Logs (Instl) (8") Lf 1,663.000 39 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,663.000 40 529 6002 Conc Curb (Ty Ii) Lf 374.000 41 533 6001 Rumble Strips (Shoulder) Lf 1,058.000 42 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 125.000 43 540 6016 Downstream Anchor Terminal Section Ea 1.000 44 542 6001 Remove Metal Beam Guard Fence Lf 771.000 45 542 6003 Remove Downstream Anchor Terminal Ea 2.000 46 544 6001 Guardrail End Treatment (Install) Ea 1.000 47 544 6003 Guardrail End Treatment (Remove) Ea 2.000 48 610 6004 Relocate Rd Il Asm (Trans-Base) Ea 9.000 49 618 6023 Condt (Pvc) (Sch 40) (2") Lf 1,289.000 50 618 6024 Condt (Pvc) (Sch 40) (2") (Bore) Lf 1,610.000 51 620 6007 Elec Condr (No.8) Bare Lf 3,059.000 52 620 6008 Elec Condr (No.8) Insulated Lf 6,118.000 53 624 6002 Ground Box Ty a (122311)w/Apron Ea 4.000 54 624 6028 Remove Ground Box Ea 4.000 55 636 6002 Aluminum Signs (Ty g) Sf 122.500 56 636 6003 Aluminum Signs (Ty o) Sf 271.000 57 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 3.000 58 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 7.000 59 644 6018 In Sm Rd Sn Sup&Am Ty10bwg(2)Sa(p-Exal) Ea 1.000 60 644 6030 In Sm Rd Sn Sup&Am Tys80(1)Sa(t) Ea 1.000 61 644 6051 In Sm Rd Sn Sup&Am Tys80(2)Sa(p-Exal) Ea 1.000 62 647 6001 Install Lrss (Struct Steel) Lb 1,164.000 63 647 6002 Relocate Lrsa Ea 1.000 64 647 6003 Remove Lrsa Ea 4.000 65 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 5.000 66 658 6060 Remove Delin & Object Marker Assms Ea 2.000 67 666 6036 Refl Pav Mrk Ty i (w)8"(Sld)(100mil) Lf 2,203.000 68 666 6042 Refl Pav Mrk Ty i (w)12"(Sld)(100mil) Lf 450.000 69 666 6224 Pavement Sealer 4" Lf 3,365.000 70 666 6226 Pavement Sealer 8" Lf 991.000 71 666 6300 Re Pm w/Ret Req Ty i (w)4"(Brk)(100mil) Lf 1,680.000 72 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 11,313.000 73 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 8,418.000 74 672 6008 Refl Pav Mrkr Ty i-r Ea 52.000 75 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 156.000 76 730 6107 Full - Width Mowing Cyc 2.000 77 734 6002 Litter Removal Cyc 3.000 78 3077 6013 Sp Mixes Sp-c Sac-b Pg64-22 Ton 7,054.000 79 3077 6075 Tack Coat Gal 2,291.000 80 6001 6002 Portable Changeable Message Sign Ea 2.000 81 6185 6002 Tma (Stationary) Day 115.000 82 6185 6003 Tma (Mobile Operation) Hr 80.000 83

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
 Engineered Spec Sheet
 Architectural Plans
 Other Documents