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Last Updated 01/08/2022 12:24 AM
Project Title

FM 1201 - Surfacing/Roadway Restoration

Physical Address View project details and contacts
City, State (County) TX   (Cooke 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 $4,623,302
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

104 6009 Removing Conc (Riprap) Sy 235.000 1 110 6001 Excavation (Roadway) Cy 1,869.000 2 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 7,516.000 3 162 6002 Block Sodding Sy 120.000 4 164 6009 Broadcast Seed (Temp) (Warm) Sy 97,534.000 5 164 6011 Broadcast Seed (Temp) (Cool) Sy 97,534.000 6 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 97,534.000 7 168 6001 Vegetative Watering Mg 273.000 8 169 6002 Soil Retention Blankets (Cl 1) (Ty b) Sy 445.000 9 216 6001 Proof Rolling Hr 54.000 10 275 6001 Cement Ton 314.000 11 275 6010 Cement Treat (Subgrade) (8") Sy 31,558.000 12 314 6013 Emuls Asph (Erosn Cont)(Css-1h) Gal 16,262.000 13 351 6001 Flexible Pavement Structure Repair(5") Sy 6,548.000 14 354 6002 Plan & Text Asph Conc Pav(0" To 2") Sy 1,265.000 15 403 6001 Temporary Spl Shoring Sf 388.000 16 432 6031 Riprap (Stone Protection)(12 In) Cy 21.000 17 432 6045 Riprap (Mow Strip)(4 In) Cy 192.800 18 451 6004 Retrofit Rail (Ty t131rc) Lf 226.000 19 460 6002 Cmp (Gal Stl 18 In) Lf 303.000 20 460 6003 Cmp (Gal Stl 24 In) Lf 136.000 21 460 6006 Cmp (Gal Stl 42 In) Lf 12.000 22 460 6008 Cmp (Gal Stl 60 In) Lf 8.000 23 460 6022 Cmp (Gal Stl 72 In) Lf 5.000 24 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 30.000 25 465 6209 Inlet (Compl)(Ty 1)(Spl) Ea 2.000 26 466 6102 Headwall (Ch - Pw - 0) (Dia= 42 In) Ea 2.000 27 466 6105 Headwall (Ch - Pw - 0) (Dia= 60 In) Ea 1.000 28 466 6107 Headwall (Ch - Pw - 0) (Dia= 72 In) Ea 1.000 29 466 6214 Headwall (Ch - Pw - 0)(Dia= 24 In)(Mod) Ea 1.000 30 467 6348 Set (Ty Ii) (18 In) (Cmp) (6: 1) (p) Ea 20.000 31 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 2.000 32 467 6380 Set (Ty Ii) (24 In) (Cmp) (6: 1) (p) Ea 6.000 33 496 6005 Remov Str (Wingwall) Ea 5.000 34 496 6006 Remov Str (Headwall) Ea 2.000 35 496 6007 Remov Str (Pipe) Lf 425.000 36 500 6001 Mobilization Ls 1.000 37 502 6001 Barricades, Signs And Traffic Handling Mo 9.000 38 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 475.000 39 506 6011 Rock Filter Dams (Remove) Lf 475.000 40 506 6038 Temp Sedmt Cont Fence (Install) Lf 14,325.000 41 506 6039 Temp Sedmt Cont Fence (Remove) Lf 14,325.000 42 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 2,675.000 43 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 2,675.000 44 530 6004 Driveways (Conc) Sy 147.000 45 530 6005 Driveways (Acp) Sy 797.000 46 530 6008 Turnouts (Acp) Sy 352.000 47 530 6016 Driveways (Base) Sy 2,824.000 48 533 6001 Rumble Strips (Shoulder) Lf 73,090.000 49 533 6002 Rumble Strips (Centerline) Lf 36,545.000 50 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 2,775.000 51 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 4.000 52 542 6001 Remove Metal Beam Guard Fence Lf 4,025.000 53 542 6002 Remove Terminal Anchor Section Ea 2.000 54 544 6001 Guardrail End Treatment (Install) Ea 15.000 55 544 6003 Guardrail End Treatment (Remove) Ea 17.000 56 560 6007 Mailbox Install-s (Wc-Post) Ty 3 Ea 11.000 57 560 6008 Mailbox Install-d (Wc-Post) Ty 3 Ea 2.000 58 560 6013 Mailbox Install-m (Tww-Post) Ty 4 Ea 3.000 59 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 62.000 60 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 1.000 61 644 6076 Remove Sm Rd Sn Sup&Am Ea 43.000 62 658 6014 Instl Del Assm (d-Sw)Sz (Brf)Ctb (Bi) Ea 2.000 63 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 61.000 64 658 6108 Instl Om Assn (Om-2z)(Wflx)(Wap) Ea 5.000 65 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 170.000 66 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 28,170.000 67 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 3,826.000 68 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 73,090.000 69 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 2,462.000 70 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 61,738.000 71 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 24.000 72 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 895.000 73 3076 6006 d-Gr Hma Ty-b Pg70-22 Ton 6,347.000 74 3076 6043 d-Gr Hma Ty-d Pg70-22 (Level-Up) Ton 2,804.000 75 3076 6066 Tack Coat Gal 8,884.000 76 3077 6059 Sp Mixes Sp-d Sac-b Pg70-28 Ton 12,520.000 77 6185 6002 Tma (Stationary) Day 153.000 78 6185 6005 Tma (Mobile Operation) Day 5.000 79

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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