8-2026-0723 - OBRP - Unit Pricing Sheet.xlsx
XLSX spreadsheet 12 KB Posted
- Attached to
- OYSTER BAY RESTORATION PROJECT
- Solicitation number
- 2026-0723
- Issued by
- Baldwin County, Alabama
About this file
This Unit Pricing Sheet is associated with the Oyster Bay Restoration Project bid for Baldwin County, Alabama, detailing the itemized costs and quantities for construction work including culvert installation, road improvements, and drainage structure modifications. The project encompasses 24 distinct bid items ranging from pre-construction activities such as hazard surveys and mobilization through final elements including traffic striping and utility adjustments. Key quantities include 1,170 square yards of aggregate base course, 195 tons of bituminous concrete wearing surface, 940 linear feet of aluminum beam guardrail, and 99 linear feet of precast concrete culverts, with work to be completed within 180 working days. Proposals were due July 23, 2026, and the project is subject to extensive federal compliance requirements under RESTORE Act grant funding, including SAM.gov registration, debarment certifications, and adherence to Alabama Department of Transportation Standard Specifications.
The bid structure utilizes unit pricing methodology across all line items, allowing contractors to input unit prices and extended prices for each work component to calculate a comprehensive bid total. The project is federally funded through RESTORE Act grant awards, necessitating compliance with OMB Uniform Guidance and Treasury regulations, with semi-annual Federal Financial Reports and performance reports required throughout contract execution. All contractors must maintain active SAM.gov registration and ensure federal compliance requirements flow down to subcontractors and vendors, with project records retained for a minimum of three years following completion.
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Text version
Sheet1
| Bid Item | Description | Quantity | Unit | Unit Price | Extended Price |
| 001-A | Pre-Construction Hazard Survey | 1 | LS | ||
| 600-A | Mobilization and Demobilization | 1 | LS | ||
| 002-A | Performance and Labor & Materials Bonds | 1 | LS | ||
| 201-A | Clearing and Grubbing | 1 | AC | ||
| 534-E | Cleaning Existing Culvert (less than or equal to 48" horizontal opening) | 160 | LF | ||
| 206-D | Removing Pipe | 28 | LF | ||
| 214-A | Structure Excavation | 200 | CY | ||
| 214-B | Foundation Backfill, Commercial | 40 | CY | ||
| 524-A | Culvert Concrete (Precast) | 99 | LF | ||
| 620-A | Minor Structure Concrete | 140 | CY | ||
| 231-A | Roadbed Stabilizing Material, LBR 40 | 410 | CY | ||
| 301-A | Aggregate Base Course, Type A, Plant Mixed, 8 inches | 1170 | SY | ||
| 401-A | Bituminous Treatment, Type A (Prime Coat) | 1120 | SY | ||
| 405-A | Tack Coat | 115 | Gal | ||
| 424-A | Superpave Bituminous Concrete Wearing Surface, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D (3 inches) | 195 | Ton | ||
| 701-A | Broken Yellow, Class 2, Type A Traffic Stripe | 0.095 | Mile | ||
| 630-B | Aluminum Beam Guardrail, Class A | 940 | LF | ||
| 630-C (003) | Guardrail End Anchor, Type 13 | 12 | EA | ||
| 630-C (080) | Guardrail End Anchor, Type 20 Series | 4 | EA | ||
| 665 | Temporary Soil Erosion and Sediment Control | 1 | LS | ||
| 740 | Traffic Control Devices for Construction Zones | 1 | LS | ||
| 640-A | Underground Utility Adjustment (Communication) | 400 | LF | ||
| 003-A | Record Documents | 1 | LS |
Bid Total
File details come from the government source that posted it. Updated .