ADD 1 ATT C Bid Pricing Form R1.xlsx
XLSX spreadsheet 22 KB Posted
- Attached to
- ER OR42 MP18. 9 Culvert Repair Project
- Solicitation number
- S-73000-00014939
- Issued by
- Coos County, Oregon
About this file
The provided file is an Attachment C Bid Pricing Form for the Oregon Department of Transportation (ODOT) ER OR42 MP18.9 Culvert Repair Project located in Coos County, Oregon. The project involves emergency relief work along the Coos Bay - Roseburg Highway, with a comprehensive bid pricing schedule detailing 45 line items for construction activities. The scope includes removing an existing 18" culvert pipe, installing a new 30" culvert pipe through eastbound travel lanes, roadway reconstruction, and rock buttress construction. Key activities encompass temporary traffic protection, water management, erosion control, subgrade stabilization, culvert pipe installation, and pavement work. The project is scheduled to begin upon Notice to Proceed, with Substantial Completion required by November 20, 2025, and Final Completion by November 27, 2025. Bids are due electronically through the OregonBuys system by October 7, 2025.
The bid pricing form includes detailed unit pricing for various construction elements, with estimated quantities ranging from 1 to 21,210 units across categories such as mobilization, traffic control, erosion control, excavation, pipe installation, and roadway restoration. The project is funded through state funds and will be reimbursed by the Federal Highway Administration (FHWA) Emergency Relief Program. Contractors must comply with specific requirements, including employing apprentices for 12 percent of work hours for contracts over $750,000, being BOLI Registered Training Agents, and meeting diversity, equity, and inclusion workforce composition goals. A performance and payment bond of 100% of the contract price is required. The project involves complex utility coordination with multiple providers and adherence to strict environmental and technical specifications, emphasizing the technical complexity and regulatory compliance necessary for successful bid submission and project execution.
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Other files
| File | Type | Posted |
|---|---|---|
| ADD 1 ATT A Special Provisions and Specifications R1.pdf | ||
| 00014939 Invitation to Bid.docx | DOCX document | |
| COBID Notice_NVC~1.pdf | ||
| Attachment H Apprenticeship Requirements~1.docx | DOCX document | |
| ATT A Special Provisions and Specifications~37.pdf | ||
| ATT B Plans~30.pdf | ||
| Copy of ATT C Bid Pricing Form 00014939.xlsx | XLSX spreadsheet | |
| 00014939 Bid Results.xlsx | XLSX spreadsheet | |
| ATT G Project Wage Rates~3.pdf | ||
| ATT I FHWA Form 1273~4.pdf | ||
| 00014939 Addendum 1.docx | DOCX document |
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Text version
Sheet1
| ATTACHMENT C - BID PRICING FORM R1 |
| Bidder name: |
| City, State: |
The Bidder proposes to furnish all material, equipment and labor, and perform all work for ODOT, in strict accordance with the ITB and the Plans, Specifications and other provisions incorporated in the ITB, on the basis of the lump sum or unit prices, or both, as follows:
| Item | Description | Est Qty | Unit | Unit Price | Total |
| 1 | Mobilization | 1 | LS | ||
| 2 | Temporary Protection and Direction of Traffic | 1 | LS | ||
| 3 | Temporary Signs | 180 | SQFT | ||
| 4 | Sequential Arrow Signs | 3 | EA | ||
| 5 | Portable Changeable Message Signs | 2 | EA | ||
| 6 | Temporary Barricades, Type III | 5 | EA | ||
| 7 | Temporary Plastic Drums | 88 | EA | ||
| 8 | Temporary Non-Reflective Tape | 4950 | FT | ||
| 9 | Temporary Barrier | 850 | FT | ||
| 10 | Temporary Impact Attenuator, Narrow Site System | 2 | EA | ||
| 11 | Temporary Impact Attenuator, Truck Mounted | 1 | EA | ||
| 12 | Repair Temporary Impact Attenuator, Narrow Site System | 4 | EA | ||
| 13 | Repair Temporary Impact Attenuator, Truck Mounted | 2 | EA | ||
| 14 | Temporary Water Management Facility | 1 | LS | ||
| 15 | Erosion Control | 1 | LS | ||
| 16 | Plastic Sheeting | 500 | SQYD | ||
| 17 | Construction Entrance, Type 1 | 1 | EA | ||
| 18 | Sediment Fence | 500 | FT | ||
| 19 | Straw Bale | 30 | EA | ||
| 20 | Pollution Control Plan | 1 | LS | ||
| 21 | Construction Survey Work | 1 | LS | ||
| 22 | Removal of Pipes | 172 | FT | ||
| 23 | Removal of Structures and Obstructions | 1 | LS | ||
| 24 | Asphalt Pavement Saw Cutting (10 Inch Depth) | 400 | FT | ||
| 25 | Clearing and Grubbing | 1 | LS | ||
| 26 | General Excavation | 13025 | CUYD | ||
| 27 | Stone Embankment | 21210 | TONS | ||
| 28 | 18 Inch Subgrade Stabilization | 25 | SQYD | ||
| 29 | Riprap Geotextile, Type 2 | 3500 | SQYD | ||
| 30 | Subgrade Geotextile | 700 | SQYD | ||
| 31 | Riprap Basins | 1 | EA | ||
| 32 | Mainline Video Inspection | 172 | FT | ||
| 33 | 30 Inch Culvert Pipe, Over 20 FT Depth | 172 | FT | ||
| 34 | Sloped End Sections, 30 Inch | 2 | EA | ||
| 35 | Safety End Sectins, 30 Inch | 2 | EA | ||
| 36 | Trench Resurfacing | 40 | SQYD | ||
| 37 | Cold Plan Pavement Removal, 3 Inches Deep | 250 | SQYD | ||
| 38 | Aggregate Base and Shoulders | 1310 | TON | ||
| 39 | Level 3, 1/2 Inch ACP Mixture (64-22 oil) | 800 | TON | ||
| 40 | Delineators, Type 1 | 2 | EA | ||
| 41 | Culvert Drainage Markers, Type 1 | 2 | EA | ||
| 42 | Bi-Directional Yellow Type IAR Markers | 20 | EA | ||
| 43 | Thermoplastic, Sprayed, Surface, Non-Profiled | 900 | FT | ||
| 44 | Permanent Seeding | 0.5 | ACRE | ||
| 45 | Topsoil | 470 | CUYD |
File details come from the government source that posted it. Updated .