Pretensioned-prestressed Concrete Girders, Type III (Specialty Item) Alabama Department of Transportation Date: 04/28/06 Page: 040 -4 Tabulation of Bids Call Order: 040 Contract ID: 20060428040 Counties: Calhoun Letting Date: 04/28/06 10:00 AM Division: 04 Line NO / Item Code / ALT Item Description Quantity
One winning unit price
Single 1 winning bid$135/ LF
- Letting
- Apr 28, 2006
- Quantity
- 338 LF
- Agency
- ALDOT
Winning bids only, as awarded. Nominal dollars. How we compute this
Where the number comes from
One of the 1 winning bids behind that median, with the agency’s own document one click away.
- Agency
- ALDOT · Alabama
- Letting
- Apr 28, 2006
- Quantity
- 338 LF
- Contractor
- Prichard Construction Company
- Winning price
- $135 / LF
What’s behind $135
A free account opens the full build-up of this number, down to the agency documents it came from.
Middle-half range
The p25–p75 band of winning bids — where most jobs actually land.
Price distribution
All 1 bids charted, so you can see clusters and outliers.
1 observations
Agency, county, letting date, quantity and the price as printed.
1 public bid tabulations
Every row links to the agency’s own document. Check any price yourself.
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Related items
Other structures items priced per LF, ranked by how much evidence each has.
- Pretensioned-prestressed Concrete Girders, Type III (Specialty Item)$130327 bids
- Pretensioned-prestressed Concrete Girders, Type I (Specialty Item)$82.50267 bids
- Pretensioned-prestressed Concrete Girders, Type BT-72 (Specialty Item)$186228 bids
- Pretensioned-prestressed Concrete Girders, Type II (Specialty Item)$110208 bids
- Pretensioned-prestressed Concrete Girders, Type BT-54 (Specialty Item)$160151 bids
- Pretensioned-prestressed Concrete Girders, Type BT-63 (Specialty Item)$18593 bids
- Bridge Approach Concrete Curb and Gutter(1'-10")$75.00189 bids
- Piling CIP Concrete 10 3/4 x 0.25$42.85125 bids
1 observation
1 agency in 1 state · lettings Apr 28, 2006
| Letting | Agency · County | Quantity | Unit price | Source document |
|---|---|---|---|---|
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