Project: 444843-1-22-01
Letting Date: 01/2099
Description: US 41/SR 55 from US 301/SR63 at 9th Street East to north of 25th Street East
District: 01 County: 13 MANATEE Market Area: 10 Units: English
Contract Class: 4 Lump Sum Project: N Design/Build: N Project Length: 4.512 MI
Project Manager: NEM-AEH-SAA
Version 2 Project Grand Total $732,268,758.02
Description: March 2026 GFT Markups from Version 1-3/24/26
Sequence: 1 WDU - Widen/Resurface, Divided, Urban Net Length: 4.512 MI 23,823 LF
Description: 6-lane alternative with elevated two-way managed lanes
EARTHWORK COMPONENT
| User Input Data | |
| Description | Value |
|---|---|
| Standard Clearing and Grubbing Limits L/R | 25.00 / 25.00 |
| Incidental Clearing and Grubbing Area | 0.00 |
| Alignment Number | 1 |
| Distance | 0.831 |
| Top of Structural Course For Begin Section | 102.00 |
| Top of Structural Course For End Section | 102.00 |
| Horizontal Elevation For Begin Section | 100.00 |
| Horizontal Elevation For End Section | 100.00 |
| Existing Front Slope L/R | 6 to 1 / 6 to 1 |
| Existing Median Shoulder Cross Slope L/R | 4.00 % / 4.00 % |
| Existing Outside Shoulder Cross Slope L/R | 2.00 % / 2.00 % |
| Front Slope L/R | 6 to 1 / 6 to 1 |
| Median Shoulder Cross Slope L/R | 4.00 % / 4.00 % |
| Outside Shoulder Cross Slope L/R | 2.00 % / 2.00 % |
| Roadway Cross Slope L/R | 2.00 % / 2.00 % |
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 110-1-1 | CLEARING & GRUBBING | 27.35 AC | $25,267.69 | $691,071.32 |
| 120-2-2 | BORROW EXCAVATION, TRUCK MEASURE | 7,377.80 CY | $30.06 | $221,776.67 |
Earthwork Component Total $912,847.99
ROADWAY COMPONENT
| User Input Data | |
| Description | Value |
|---|---|
| Number of Lanes | 6 |
| Existing Roadway Pavement Width L/R | 24.00 / 24.00 |
| Structural Spread Rate | 165 |
| Friction Course Spread Rate | 80 |
| Widened Outside Pavement Width L/R | 45.00 / 45.00 |