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Last Updated 07/02/2021 05:40 AM
Project Title

FM 371 - Widen Road - Add Shoulders

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 $7,800,766
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 12.000 1 104 6028 Removing Conc (Misc) Sy 78.000 2 110 6001 Excavation (Roadway) Cy 23,919.000 3 110 6002 Excavation (Channel) Cy 69.000 4 132 6001 Embankment (Final)(Ord Comp)(Ty A) Cy 2,093.000 5 164 6009 Broadcast Seed (Temp) (Warm) Sy 87,576.000 6 164 6011 Broadcast Seed (Temp) (Cool) Sy 87,576.000 7 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 175,152.000 8 168 6001 Vegetative Watering Mg 1,069.000 9 169 6002 Soil Retention Blankets (Cl 1) (Ty B) Sy 22,030.000 10 216 6001 Proof Rolling Hr 103.000 11 275 6001 Cement Ton 1,038.000 12 275 6011 Cement Treat(Exist Matl)(8") Sy 71,757.000 13 314 6010 Emuls Asph (Erosn Cont)(Ss-1) Gal 30,957.000 14 351 6004 Flexible Pavement Structure Repair(8") Sy 16,121.000 15 354 6021 Plane Asph Conc Pav(0" To 2") Sy 6,914.000 16 400 6005 Cem Stabil Bkfl Cy 46.000 17 400 6006 Cut & Restoring Pav Sy 46.000 18 402 6001 Trench Excavation Protection Lf 10.000 19 403 6001 Temporary Spl Shoring Sf 337.000 20 429 6007 Conc Str Repair (Vertical & Overhead) Sf 14.000 21 432 6016 Riprap (Stone Ty R)(Dry)(12 In) Cy 113.500 22 432 6045 Riprap (Mow Strip)(4 In) Cy 54.000 23 442 6008 Str Steel (Miscellaneous Bridge) Lb 4,800.000 24 460 6001 Cmp (Gal Stl 12 In) Lf 95.000 25 460 6002 Cmp (Gal Stl 18 In) Lf 1,816.000 26 460 6003 Cmp (Gal Stl 24 In) Lf 131.000 27 460 6004 Cmp (Gal Stl 30 In) Lf 22.000 28 462 6045 Conc Box Culv (3 Ft X 2 Ft)(Extend) Lf 11.000 29 462 6046 Conc Box Culv (3 Ft X 3 Ft)(Extend) Lf 27.000 30 462 6048 Conc Box Culv (4 Ft X 3 Ft)(Extend) Lf 36.000 31 462 6049 Conc Box Culv (4 Ft X 4 Ft)(Extend) Lf 20.000 32 462 6057 Conc Box Culv (6 Ft X 6 Ft)(Extend) Lf 10.000 33 462 6109 Conc Box Culv (8 Ft X 3 Ft)(Extend) Lf 22.000 34 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 218.000 35 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 8.000 36 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 130.000 37 464 6009 Rc Pipe (Cl Iii)(42 In) Lf 27.000 38 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 44.000 39 466 6009 Headwall (Ch - Fw - 0) (Dia= 36 In) Ea 2.000 40 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 1.000 41 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 1.000 42 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 1.000 43 466 6102 Headwall (Ch - Pw - 0) (Dia= 42 In) Ea 2.000 44 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 In) Ea 2.000 45 466 6193 Wingwall (Pw - 2) (Hw=4 Ft) Ea 4.000 46 466 6194 Wingwall (Pw - 2) (Hw=5 Ft) Ea 2.000 47 466 6195 Wingwall (Pw - 2) (Hw=6 Ft) Ea 5.000 48 466 6197 Wingwall (Pw - 2) (Hw=8 Ft) Ea 1.000 49 467 6009 Set (Ty I) (30 In) (4: 1) (C) Ea 3.000 50 467 6144 Set (Ty I)(S= 4 Ft)(Hw= 4 Ft)(4:1) (C) Ea 1.000 51 467 6319 Set (Ty Ii) (12 In) (Cmp) (6: 1) (P) Ea 4.000 52 467 6348 Set (Ty Ii) (18 In) (Cmp) (6: 1) (P) Ea 188.000 53 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 7.000 54 467 6380 Set (Ty Ii) (24 In) (Cmp) (6: 1) (P) Ea 14.000 55 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 2.000 56 467 6410 Set (Ty Ii) (30 In) (Cmp) (6: 1) (P) Ea 30.000 57 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (P) Ea 3.000 58 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (P) Ea 2.000 59 472 6006 Remov & Re - Lay Pipe (24 In) Lf 42.000 60 472 6008 Remov & Re - Lay Pipe (30 In) Lf 138.000 61 472 6011 Remov & Re - Lay Pipe (36 In) Lf 18.000 62 472 6012 Remov & Re - Lay Pipe (42 In) Lf 48.000 63 480 6002 Clean Exist Culverts Cy 67.000 64 496 6004 Remov Str (Set) Ea 17.000 65 496 6005 Remov Str (Wingwall) Ea 7.000 66 496 6007 Remov Str (Pipe) Lf 435.000 67 500 6001 Mobilization Ls 1.000 68 502 6001 Barricades, Signs And Traffic Handling Mo 9.000 69 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 2,040.000 70 506 6011 Rock Filter Dams (Remove) Lf 2,040.000 71 506 6018 Temp Paved Flume (Install) Sy 1,536.000 72 506 6019 Temp Paved Flume (Remove) Sy 1,536.000 73 506 6038 Temp Sedmt Cont Fence (Install) Lf 5,000.000 74 506 6039 Temp Sedmt Cont Fence (Remove) Lf 5,000.000 75 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 4,900.000 76 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 4,900.000 77 530 6004 Driveways (Conc) Sy 67.000 78 530 6005 Driveways (Acp) Sy 720.000 79 530 6008 Turnouts (Acp) Sy 1,501.000 80 530 6016 Driveways (Base) Sy 7,683.000 81 533 6001 Rumble Strips (Shoulder) Lf 112,300.000 82 533 6002 Rumble Strips (Centerline) Lf 56,150.000 83 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 790.000 84 540 6006 Mtl Beam Gd Fen Trans (Thrie-Beam) Ea 4.000 85 540 6020 Mtl W - Beam Gd Fen (Low Fill Culvert) Lf 60.000 86 540 6037 Mtl Bm Gd Fen Trans (Anchor Plate) Ea 4.000 87 542 6001 Remove Metal Beam Guard Fence Lf 300.000 88 542 6002 Remove Terminal Anchor Section Ea 4.000 89 544 6001 Guardrail End Treatment (Install) Ea 8.000 90 544 6003 Guardrail End Treatment (Remove) Ea 4.000 91 560 6007 Mailbox Install-S (Wc-Post) Ty 3 Ea 68.000 92 560 6008 Mailbox Install-D (Wc-Post) Ty 3 Ea 6.000 93 560 6013 Mailbox Install-M (Tww-Post) Ty 4 Ea 5.000 94 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 27.000 95 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 4.000 96 644 6067 In Sm Rd Sn Sup&Am (Inst Sign Only) Ea 1.000 97 644 6068 Relocate Sm Rd Sn Sup&Am Ty 10bwg Ea 11.000 98 658 6062 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2(Bi) Ea 18.000 99 658 6084 Instl Del Assm (D-Sw)Sz 1(Wflx)Srf(Bi) Ea 6.000 100 658 6099 Instl Om Assm (Om-2z)(Wflx)Gnd Ea 186.000 101 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty Y-2 Ea 14,034.000 102 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 112,270.000 103 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 3,749.000 104 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 96,181.000 105 668 6076 Prefab Pav Mrk Ty C (W) (24") (Sld) Lf 24.000 106 668 6092 Prefab Pav Mrk Ty C (W) (36")(Yld Tri) Ea 2.000 107 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 14,034.000 108 3076 6001 D-Gr Hma Ty-B Pg64-22 Ton 15,106.000 109 3077 6059 Sp Mixes Sp-D Sac-B Pg70-28 Ton 21,339.000 110 3077 6075 Tack Coat Gal 7,759.000 111 6185 6002 Tma (Stationary) Day 335.000 112 6185 6005 Tma (Mobile Operation) Day 20.000 113

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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Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents