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Last Updated 07/05/2021 06:43 AM
Project Title

FM 545 - Rework Base and Overlay

Physical Address View project details and contacts
City, State (County) TX   (Collin 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 $9,263,961
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 485.500 1 104 6010 Removing Conc (Riprap) Cy 0.040 2 104 6017 Removing Conc (Driveways) Sy 493.000 3 110 6001 Excavation (Roadway) Cy 22,938.000 4 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 16,411.000 5 134 6004 Backfill (Ty A Or B) Sta 485.500 6 150 6001 Blading Sta 485.500 7 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 207,984.000 8 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 207,984.000 9 168 6001 Vegetative Watering Mg 61,883.000 10 247 6133 Fl Bs (Rdwy Del) (Ty D Gr 1-2) Ton 6,000.000 11 247 6304 Fl Bs (Cmp In Place) (Ty D Gr 1-2)(10") Sy 122,365.000 12 251 6060 Rework Bs Mtl (Ty C)(12"-18")(Ord Comp) Sy 99,831.000 13 275 6001 Cement Ton 826.000 14 275 6011 Cement Treat(Exist Matl)(8") Sy 124,415.000 15 314 6021 Emuls Asph (Prime)(Ms-2 Or Ss-1) Gal 24,066.000 16 316 6024 Asph (Crs-2p) Gal 20,052.000 17 316 6029 Asph (Rc-250) Gal 11,232.000 18 316 6177 Aggr(Ty-B Gr-5 Sac-B) Cy 326.000 19 316 6419 Asph (Ac-15p, Ac-20-5tr Or Ac-20xp) Gal 16,846.000 20 316 6440 Aggr (Ty-B Gr-3 Or Ty-L Gr-3)(Sac-B) Cy 762.000 21 347 6002 Tom-C (Aggregate) Sac-A Ton 1,513.000 22 347 6003 Tom (Asphalt) Pg 70-22 Ton 97.000 23 354 6057 Plane Asph Conc Pav (4") Sy 99,831.000 24 400 6005 Cem Stabil Bkfl Cy 126.000 25 400 6008 Cut & Restore Asph Paving Sy 158.000 26 401 6001 Flowable Backfill Cy 6.000 27 402 6001 Trench Excavation Protection Lf 99.000 28 403 6001 Temporary Spl Shoring Sf 8,316.000 29 432 6001 Riprap (Conc)(4 In) Cy 61.040 30 432 6030 Riprap (Stone Common)(Grout)(12 In) Cy 318.000 31 432 6045 Riprap (Mow Strip)(4 In) Cy 53.000 32 438 6009 Cleaning Existing Joints Lf 132.000 33 462 6057 Conc Box Culv (6 Ft X 6 Ft)(Extend) Lf 60.000 34 462 6059 Conc Box Culv (7 Ft X 4 Ft)(Extend) Lf 28.000 35 462 6078 Conc Box Culv (10 Ft X 10 Ft)(Extend) Lf 12.000 36 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,570.000 37 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 951.000 38 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 531.000 39 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 136.000 40 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 3.000 41 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 2.000 42 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 2.000 43 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 In) Ea 2.000 44 466 6171 Wingwall (Pw - 1) (Hw=10 Ft) Ea 1.000 45 466 6172 Wingwall (Pw - 1) (Hw=11 Ft) Ea 1.000 46 466 6173 Wingwall (Pw - 1) (Hw=12 Ft) Ea 2.000 47 466 6174 Wingwall (Pw - 1) (Hw=13 Ft) Ea 1.000 48 466 6175 Wingwall (Pw - 1) (Hw=14 Ft) Ea 1.000 49 466 6181 Wingwall (Pw - 1) (Hw=6 Ft) Ea 2.000 50 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 2.000 51 467 6356 Set (Ty Ii) (18 In) (Rcp) (3: 1) (C) Ea 2.000 52 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (P) Ea 96.000 53 467 6388 Set (Ty Ii) (24 In) (Rcp) (3: 1) (C) Ea 1.000 54 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (P) Ea 44.000 55 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (P) Ea 36.000 56 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (P) Ea 4.000 57 480 6001 Clean Exist Culverts Ea 2.000 58 496 6004 Remov Str (Set) Ea 83.000 59 496 6005 Remov Str (Wingwall) Ea 10.000 60 496 6007 Remov Str (Pipe) Lf 2,751.500 61 500 6001 Mobilization Ls 1.000 62 502 6001 Barricades, Signs And Traffic Handling Mo 22.000 63 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 540.000 64 506 6011 Rock Filter Dams (Remove) Lf 540.000 65 506 6020 Construction Exits (Install) (Ty 1) Sy 164.000 66 506 6024 Construction Exits (Remove) Sy 164.000 67 506 6038 Temp Sedmt Cont Fence (Install) Lf 16,210.000 68 506 6039 Temp Sedmt Cont Fence (Remove) Lf 16,210.000 69 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 1,530.000 70 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,530.000 71 530 6004 Driveways (Conc) Sy 485.000 72 530 6005 Driveways (Acp) Sy 7,524.000 73 533 6001 Rumble Strips (Shoulder) Lf 65,741.000 74 533 6002 Rumble Strips (Centerline) Lf 32,661.000 75 540 6001 Mtl W-Beam Gd Fen (Tim Post) Lf 1,750.000 76 540 6014 Short Radius Lf 48.000 77 540 6015 Driveway Terminal Anchor Section Ea 2.000 78 540 6017 Mtl Bm Gd Fen (Long Span System) Lf 100.000 79 542 6001 Remove Metal Beam Guard Fence Lf 975.000 80 544 6001 Guardrail End Treatment (Install) Ea 10.000 81 560 6011 Mailbox Install-S (Tww-Post) Ty 4 Ea 39.000 82 560 6012 Mailbox Install-D (Tww-Post) Ty 4 Ea 6.000 83 560 6013 Mailbox Install-M (Tww-Post) Ty 4 Ea 1.000 84 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P) Ea 132.000 85 644 6002 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(P-Bm) Ea 12.000 86 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T) Ea 21.000 87 644 6005 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(T-2ext) Ea 1.000 88 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(U) Ea 1.000 89 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(U) Ea 7.000 90 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(U-Bm) Ea 6.000 91 658 6062 Instl Del Assm (D-Sw)Sz 1(Brf)Gf2(Bi) Ea 35.000 92 658 6099 Instl Om Assm (Om-2z)(Wflx)Gnd Ea 20.000 93 662 6032 Wk Zn Pav Mrk Non-Remov (Y)4"(Brk) Lf 3,133.000 94 662 6034 Wk Zn Pav Mrk Non-Remov (Y)4"(Sld) Lf 54,409.000 95 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty Y-2 Ea 3,799.000 96 666 6018 Refl Pav Mrk Ty I (W)6"(Dot)(100mil) Lf 148.000 97 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 480.000 98 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 289.000 99 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 4.000 100 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 4.000 101 666 6303 Re Pm W/Ret Req Ty I (W)4"(Sld)(100mil) Lf 85,847.000 102 666 6309 Re Pm W/Ret Req Ty I (W)6"(Sld)(100mil) Lf 6,789.000 103 666 6312 Re Pm W/Ret Req Ty I (Y)4"(Brk)(100mil) Lf 3,518.000 104 666 6315 Re Pm W/Ret Req Ty I (Y)4"(Sld)(100mil) Lf 70,049.000 105 666 6342 Ref Prof Pav Mrk Ty I(W)4"(Sld)(100mil) Lf 17,686.000 106 666 6343 Ref Prof Pav Mrk Ty I(W)6"(Sld)(100mil) Lf 2,539.000 107 666 6344 Ref Prof Pav Mrk Ty I(Y)4"(Brk)(100mil) Lf 388.000 108 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 18,645.000 109 672 6007 Refl Pav Mrkr Ty I-C Ea 28.000 110 672 6009 Refl Pav Mrkr Ty Ii-A-A Ea 988.000 111 700 6002 Pothole Repair (Standard) Cy 0.500 112 3077 6013 Sp Mixes Sp-C Sac-B Pg64-22 Ton 12,877.000 113 3077 6075 Tack Coat Gal 7,026.000 114 5116 6001 Amphibian/Reptile Exclusion Fence Inst Lf 3,570.000 115 5116 6002 Amphibian/Reptile Exclusion Fence Rem Lf 3,570.000 116 6001 6002 Portable Changeable Message Sign Ea 2.000 117 6185 6002 Tma (Stationary) Day 600.000 118 6185 6003 Tma (Mobile Operation) Hr 480.000 119 7000 6001 Reml & Displ Driftwood & Debris Cy 10.000 120

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.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents