Paving & RoadworkClosedOpen bidState

Intersection & Operational Imprv – US 180, Parker County (Fort Worth District)

Texas Department of Transportation – Fort Worth District Parker County, Texas

Closed: at 1:00 PM CT

Project details

Listing type
Open bid
Estimated value
$632,887
Agency
Texas Department of Transportation – Fort Worth District
Bid / solicitation #
STP 2027(100)HES
Agency type
State
Location
Parker County, Texas
Trade / category
Paving & Roadwork
NAICS
Not listed
Notice type
Invitation for Bids
Set-aside / requirements
None listed in the notice
Posted
Due date
at 1:00 PM CT
None listed in the notice

About this job

What the job is

Paving and roadwork at an intersection on US 180 in Parker County. The job takes 33 working days.

Work included

  • Excavate roadway 182 CY
  • Build embankment 275 CY
  • Place aggregate 51 CY
  • Set up stationary TMA 46 days
  • Set up mobile TMA 6 days

Where

Parker County, TX

Plain-language summary of the agency’s description. Always check the full description.

Full original description

Statewide Let letting – Intersection & Operational Imprv. Control-section-job 0008-02-078, Fort Worth District, Parker County, highway US 180.
Bid type: Low Bid. Working days: 33. Proposal guarantee: $13000.
Major bid items:
• Excav (roadway) — 182.0 CY
• Embank (fnl)(oc)(ty B) — 275.0 CY
• Aggr (TY-B, Gr-4)(SAC-B) — 51.0 CY
• Tma (stationary) — 46.0 DAY
• Tma (mobile Operation) — 6.0 DAY
• In SM RD SN Sup&am TY10BWG(1)SA(P) — 1.0 EA
• Remove SM RD SN Sup&am — 1.0 EA
• Instl Om Assm (om-2Z)(WFLX)GND(BI) — 1.0 EA
• WK ZN Pav MRK Non-remov (w)(arrow) — 2.0 EA
• WK ZN Pav MRK Non-remov(w)(word) — 2.0 EA
• WK ZN Pav MRK SHT Term (tab)ty W — 154.0 EA
• WK ZN Pav MRK SHT Term (tab)ty Y-2 — 49.0 EA
• Refl Pav MRK TY I (W)(ARROW)(100MIL) — 2.0 EA
• Refl Pav MRK TY I (W)(WORD)(100MIL) — 2.0 EA
• Refl Pav Mrkr TY I-c — 33.0 EA
• Prime Coat (ae-p) — 290.0 GAL
• Asph (crs-2) — 2224.0 GAL
• Tack Coat — 290.0 GAL
• Biodeg Erosn Cont Logs (instl) (12") — 20.0 LF
• Biodeg Erosn Cont Logs (remove) — 20.0 LF
• Mill Rumble Strips (asphalt) (shldr) — 1800.0 LF
• WK ZN Pav MRK Non-remov (W)6"(BRK) — 250.0 LF
• WK ZN Pav MRK Non-remov (W)6"(SLD) — 932.0 LF
• WK ZN Pav MRK Non-remov (W)8"(SLD) — 650.0 LF
• WK ZN Pav MRK Non-remov (W)24"(SLD) — 40.0 LF
• WK ZN Pav MRK Non-remov (Y)6"(SLD) — 976.0 LF
• Refl Pav MRK TY I (W)8"(SLD)(100MIL) — 650.0 LF
• Refl Pav MRK TY I (W)24"(SLD)(100MIL) — 40.0 LF
• All-wther PM TY I (W)6"(SLD)(100MIL) — 932.0 LF
• All-wther PM TY I (W)6"(BRK)(100MIL) — 250.0 LF

Documents

Solicitation documents, specifications and any addenda are part of this bid.