Planing Existing Pavement (Approximately 2.10" Thru 3.0" Thick)
Median winning unit price
Deep 557 winning bids≈$1.90/ SYLow confidence
- Winning bids
- 557
- Source documents
- 454
Winning bids only, as awarded. Nominal dollars. How we compute this
Where the number comes from
One of the 557 winning bids behind that median, with the agency’s own document one click away.
- Agency
- ALDOT · Alabama
- Letting
- Apr 24, 2026
- Quantity
- 1800 SQYD
- Contractor
- S. A. Graham Company, Inc.
- Winning price
- $15.60 / SY
Median by quarter
EstimatorHow this item has priced over time, quarter by quarter, from the same rows as the headline figure.
See what Estimator addsWhat’s behind $1.90
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 557 bids charted, so you can see clusters and outliers.
557 observations
Agency, county, letting date, quantity and the price as printed.
454 public bid tabulations
Every row links to the agency’s own document. Check any price yourself.
Email only — no card. Search and medians stay open without an account.
Related items
Other paving items priced per SY, ranked by how much evidence each has.
- Planing Existing Pavement (Approximately 1.10" Thru 2.0" Thick)$1.302,763 bids
- Planing Existing Pavement (Approximately 3.10" Thru 4.0" Thick)$2.50334 bids
- Planing Existing Pavement (Approximately 4.10" Thru 5.0" Thick)$3.5082 bids
- Micro-milling Existing Pavement (Approximately 1.10" Thru 2.00" Thick)$1.67790 bids
- Planing Existing Pavement (Approximately 0.00" Thru 1.0" Thick)$1.23733 bids
- Micro-milling Existing Pavement (Approximately 0.00" Thru 1.00" Thick)$1.46298 bids
- Milling Existing Asphalt Pavement (Variable)$7.532,876 bids
- Removal & Disposal of Existing Pavement$25.001,843 bids
557 observations
1 agency in 1 state · lettings Jul 30, 1999 – Apr 24, 2026
| Letting | Agency · County | Quantity | Unit price | Source document |
|---|---|---|---|---|
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