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Last Updated 08/07/2020 09:24 AM
Project Title

Provide Additional Paved Surface Width

Physical Address View project details and contacts
City, State (County) TX   (Wichita 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 $1,893,194
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

104 6009 Removing Conc (Riprap) Sy 3.500 1 104 6017 Removing Conc (Driveways) Sy 33.000 2 110 6001 Excavation (Roadway) Cy 1,875.000 3 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 2,166.000 4 162 6002 Block Sodding Sy 81.000 5 164 6009 Broadcast Seed (Temp) (Warm) Sy 33,645.000 6 164 6011 Broadcast Seed (Temp) (Cool) Sy 33,645.000 7 164 6033 Drill Seeding (Perm) (Rural) (Sandy) Sy 67,286.000 8 168 6001 Vegetative Watering Mg 564.000 9 169 6001 Soil Retention Blankets (Cl 1) (Ty a) Sy 1,320.000 10 314 6021 Emuls Asph (Prime)(Ms-2 Or Ss-1) Gal 20,942.000 11 316 6017 Asph (Ac-20-5tr) Gal 14,832.000 12 316 6224 Aggr(Ty-Pb Gr-4 Sac-b) Cy 385.000 13 354 6021 Plane Asph Conc Pav(0" To 2") Sy 534.000 14 400 6005 Cem Stabil Bkfl Cy 48.000 15 400 6008 Cut & Restore Asph Paving Sy 55.000 16 432 6002 Riprap (Conc)(5 In) Cy 12.800 17 432 6016 Riprap (Stone Ty r)(Dry)(12 In) Cy 28.000 18 432 6045 Riprap (Mow Strip)(4 In) Cy 5.000 19 460 6004 Cmp (Gal Stl 30 In) Lf 100.000 20 462 6050 Conc Box Culv (5 Ft x 2 Ft)(Extend) Lf 39.000 21 462 6051 Conc Box Culv (5 Ft x 3 Ft)(Extend) Lf 31.000 22 462 6054 Conc Box Culv (6 Ft x 3 Ft)(Extend) Lf 26.000 23 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 68.500 24 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 193.000 25 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 38.000 26 466 6134 Headwall (Ch - Pw - s) (Dia= 36 In) Ea 1.000 27 467 6172 Set (Ty i)(s= 5 Ft)(Hw= 3 Ft)(4:1) (c) Ea 6.000 28 467 6175 Set (Ty i)(s= 5 Ft)(Hw= 4 Ft)(3:1) (c) Ea 4.000 29 467 6185 Set (Ty i)(s= 5 Ft)(Hw= 6 Ft)(3:1) (c) Ea 1.000 30 467 6212 Set (Ty i)(s= 6 Ft)(Hw= 4 Ft)(4:1) (c) Ea 4.000 31 467 6348 Set (Ty Ii) (18 In) (Cmp) (6: 1) (p) Ea 6.000 32 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 2.000 33 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 1.000 34 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 2.000 35 467 6410 Set (Ty Ii) (30 In) (Cmp) (6: 1) (p) Ea 2.000 36 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 6.000 37 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 4.000 38 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 2.000 39 480 6001 Clean Exist Culverts Ea 1.000 40 496 6005 Remov Str (Wingwall) Ea 7.000 41 496 6007 Remov Str (Pipe) Lf 260.500 42 500 6001 Mobilization Ls 1.000 43 502 6001 Barricades, Signs And Traffic Handling Mo 7.000 44 506 6018 Temp Paved Flume (Install) Sy 135.000 45 506 6019 Temp Paved Flume (Remove) Sy 135.000 46 506 6038 Temp Sedmt Cont Fence (Install) Lf 420.000 47 506 6039 Temp Sedmt Cont Fence (Remove) Lf 420.000 48 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 1,550.000 49 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 1,550.000 50 530 6003 Intersections (Surf Treat) Sy 250.000 51 530 6004 Driveways (Conc) Sy 33.000 52 530 6005 Driveways (Acp) Sy 1,758.000 53 530 6008 Turnouts (Acp) Sy 88.000 54 530 6016 Driveways (Base) Sy 1,341.000 55 533 6003 Rumble Strips (Shoulder) Asphalt Lf 41,214.000 56 533 6004 Rumble Strips (Centerline) Asphalt Lf 20,607.000 57 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 125.000 58 544 6001 Guardrail End Treatment (Install) Ea 2.000 59 560 6011 Mailbox Install-s (Tww-Post) Ty 4 Ea 4.000 60 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 12.000 61 644 6060 In Sm Rd Sn Sup&Am Tytwt(1)Ws(p) Ea 87.000 62 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 18.000 63 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 1,655.000 64 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 41,431.000 65 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 6,742.000 66 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 9,125.000 67 668 6076 Prefab Pav Mrk Ty c (w) (24") (Sld) Lf 48.000 68 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 292.000 69 3076 6001 d-Gr Hma Ty-b Pg64-22 Ton 5,568.000 70 3076 6042 d-Gr Hma Ty-d Sac-b Pg70-22 Ton 1,954.000 71 3077 6075 Tack Coat Gal 1,353.000 72 6185 6002 Tma (Stationary) Day 75.000 73 6185 6005 Tma (Mobile Operation) Day 15.000 74

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
 Other Documents