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Last Updated 02/06/2021 02:25 AM
Project Title

Preventive Maintenance

Physical Address View project details and contacts
City, State (County) TX   (Hidalgo 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 $6,625,520
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

134 6006 Backfill (Ty a) Lf 33,542.000 1 164 6033 Drill Seeding (Perm) (Rural) (Sandy) Sy 9,931.000 2 164 6037 Drill Seeding (Perm) (Urban) (Sandy) Sy 1,250.000 3 346 6014 Stone-mtrx-asph Sma-d Sac-a Pg76-22 Ton 26,156.000 4 346 6058 Tack Coat Gal 21,415.000 5 347 6001 Tom (Asphalt) Pg 76-22 Ton 377.000 6 347 6002 Tom-c (Aggregate) Sac-a Ton 5,871.000 7 354 6041 Plane Asph Conc Pav (1.5") Sy 197,171.000 8 354 6043 Plane Asph Conc Pav (1") Sy 61,601.000 9 354 6106 Plane Asph Conc Pav (1" to 4") Sy 46,118.000 10 432 6045 Riprap (Mow Strip)(4 in) Cy 47.000 11 500 6001 Mobilization Ls 1.000 12 502 6001 Barricades, Signs and Traffic Handling Mo 7.000 13 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 2,085.000 14 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 2,085.000 15 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 568.000 16 540 6006 Mtl Beam Gd Fen Trans (Thrie-beam) Ea 4.000 17 542 6001 Remove Metal Beam Guard Fence Lf 568.000 18 542 6002 Remove Terminal Anchor Section Ea 6.000 19 542 6004 Rm Mtl Bm Gd Fence Trans (Thrie-beam) Ea 8.000 20 544 6001 Guardrail End Treatment (Install) Ea 10.000 21 544 6003 Guardrail End Treatment (Remove) Ea 8.000 22 545 6005 Crash Cush Atten (Remove) Ea 2.000 23 545 6006 Crash Cush Atten (Instl)(L)(N)(Tl2) Ea 2.000 24 658 6048 Instl Om Assm (Om-2z)(Flx)gnd Ea 16.000 25 658 6056 Instl Om Assm (Om-3r)(Flx)gnd Ea 38.000 26 658 6060 Remove Delin & Object Marker Assms Ea 70.000 27 658 6061 Instl Del Assm (D-sw)sz 1(Brf)gf2 Ea 40.000 28 662 6109 Wk Zn Pav Mrk Sht Term (Tab)ty W Ea 6,329.000 29 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 9,090.000 30 666 6006 Refl Pav Mrk Ty I (W)4"(Dot)(100mil) Lf 575.000 31 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 7,677.000 32 666 6042 Refl Pav Mrk Ty I (W)12"(Sld)(100mil) Lf 1,493.000 33 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 7,783.000 34 666 6141 Refl Pav Mrk Ty I (Y)12"(Sld)(100mil) Lf 824.000 35 666 6167 Refl Pav Mrk Ty Ii (W) 4" (Brk) Lf 18,270.000 36 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 41,810.000 37 666 6178 Refl Pav Mrk Ty Ii (W) 8" (Sld) Lf 6,652.000 38 666 6180 Refl Pav Mrk Ty Ii (W) 12" (Sld) Lf 277.000 39 666 6182 Refl Pav Mrk Ty Ii (W) 24" (Sld) Lf 2,860.000 40 666 6184 Refl Pav Mrk Ty Ii (W) (Arrow) Ea 77.000 41 666 6185 Refl Pav Mrk Ty Ii (W) (Dbl Arrow) Ea 1.000 42 666 6192 Refl Pav Mrk Ty Ii (W) (Word) Ea 32.000 43 666 6196 Refl Pav Mrk Ty Ii (W) (Rr Xing) Ea 7.000 44 666 6205 Refl Pav Mrk Ty Ii (Y) 4" (Brk) Lf 11,610.000 45 666 6207 Refl Pav Mrk Ty Ii (Y) 4" (Sld) Lf 62,710.000 46 666 6212 Refl Pav Mrk Ty Ii (Y) 12" (Sld) Lf 672.000 47 666 6300 Re Pm W/ret Req Ty I (W)4"(Brk)(100mil) Lf 20,020.000 48 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 20,570.000 49 666 6312 Re Pm W/ret Req Ty I (Y)4"(Brk)(100mil) Lf 6,850.000 50 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 48,640.000 51 666 6342 Ref Prof Pav Mrk Ty I(W)4"(Sld)(100mil) Lf 52,950.000 52 666 6344 Ref Prof Pav Mrk Ty I(Y)4"(Brk)(100mil) Lf 8,960.000 53 666 6345 Ref Prof Pav Mrk Ty I(Y)4"(Sld)(100mil) Lf 39,980.000 54 668 6077 Prefab Pav Mrk Ty C (W) (Arrow) Ea 83.000 55 668 6078 Prefab Pav Mrk Ty C (W) (Dbl Arrow) Ea 3.000 56 668 6085 Prefab Pav Mrk Ty C (W) (Word) Ea 37.000 57 668 6089 Prefab Pav Mrk Ty C (W) (Rr Xing) Ea 9.000 58 668 6091 Prefab Pav Mrk Ty C (W) (18")(Yld Tri) Ea 28.000 59 672 6007 Refl Pav Mrkr Ty I-c Ea 2,302.000 60 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 2,600.000 61 672 6010 Refl Pav Mrkr Ty Ii-c-r Ea 468.000 62 672 6016 Traffic Button Ty W Ea 440.000 63 672 6017 Traffic Button Ty Y Ea 4,020.000 64 672 6018 Traffic Button Ty B Ea 3,140.000 65 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 1,218.000 66 677 6003 Elim Ext Pav Mrk & Mrks (8") Lf 1,110.000 67 677 6005 Elim Ext Pav Mrk & Mrks (12") Lf 5,093.000 68 677 6007 Elim Ext Pav Mrk & Mrks (24") Lf 2,997.000 69 677 6008 Elim Ext Pav Mrk & Mrks (Arrow) Ea 8.000 70 677 6009 Elim Ext Pav Mrk & Mrks (Dbl Arrow) Ea 4.000 71 677 6012 Elim Ext Pav Mrk & Mrks (Word) Ea 4.000 72 677 6016 Elim Ext Pav Mrk & Mrks (Rr Xing) Ea 2.000 73 678 6001 Pav Surf Prep for Mrk (4") Lf 960.000 74 678 6004 Pav Surf Prep for Mrk (8") Lf 30.000 75 678 6008 Pav Surf Prep for Mrk (24") Lf 442.000 76 688 6004 Veh Lp Detect (Sawcut) Lf 7,805.000 77 3084 6001 Bonding Course Gal 9,695.000 78 6185 6002 Tma (Stationary) Day 120.000 79 6185 6005 Tma (Mobile Operation) Day 120.000 80

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
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