ATT C Bid Pricing Form Revised.xlsx
XLSX spreadsheet 22 KB Posted
- Solicitation number
- S-73000-00014476
- Issued by
- Crook County, Oregon
About this file
The document is a Bid Pricing Form (Attachment C) for the Oregon Department of Transportation (ODOT) for project S-73000-00014476, detailing a comprehensive emergency repair project on US Highway 101 in Curry County. The bid form encompasses 44 line items covering various construction activities including mobilization, temporary traffic control, erosion control, soil management, structure removal, excavation, storm sewer installation, roadway construction, guardrail installation, and environmental compliance measures. The project involves critical infrastructure repairs at two specific locations (MP 314.7 and MP 344.5), with estimated quantities for multiple construction elements such as 6,700 cubic yards of general excavation, 5,000 cubic yards of stone embankment, 2,400 tons of aggregate base, and 2,400 tons of asphalt concrete pavement.
The pricing form provides a detailed breakdown of unit prices and total estimated costs across multiple construction categories, allowing for precise bidding and cost estimation. The project appears to be federally eligible under the FHWA Emergency Relief Program, suggesting potential federal funding support. Contractors must comply with state and federal requirements, including Buy America provisions, prevailing wage standards, and environmental regulations. The bid includes provisions for specialized work such as contaminated soil disposal, asbestos material removal, and lead compliance, with specific line items for soil sampling, erosion control, and environmental management. Bidders are required to provide comprehensive pricing for traffic control, environmental mitigation, roadway reconstruction, and infrastructure repair elements, reflecting the complex nature of the emergency repair project.
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Other files
| File | Type | Posted |
|---|---|---|
| 00014476 Invitation to Bid.docx | DOCX document | |
| ATT C Bid Pricing Form_~1.xlsx | XLSX spreadsheet | |
| ATT G Project Wage Rates~1.pdf | ||
| ATT I FHWA Form 1273~2.pdf | ||
| Attachment B Plans~7.pdf | ||
| Attachment A Special Provisions and Specifications~6.pdf | ||
| 00014476 Addendum 1.docx | DOCX document |
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Text version
Sheet1
| ATTACHMENT C - BID PRICING FORM S-73000-00014476 |
| 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 & Direction of Traffic | 1 | LS | ||
| 3 | Temporary Signs | 325 | SQFT | ||
| 4 | Portable Changeable Message Signs | 2 | EA | ||
| 5 | Flagger | 2020 | HR | ||
| 6 | Flagger Station Lighting | 2 | EA | ||
| 7 | Pilot Cars | 1000 | HR | ||
| 8 | Automated Flagger Assistance Device | 2 | EA | ||
| 9 | Temporary Barricades, Type II | 4 | EA | ||
| 10 | Temporary Barricades, Type III | 2 | EA | ||
| 11 | Temporary Plastic Drums | 157 | EA | ||
| 12 | Temporary Pavement Bars | 24 | SQFT | ||
| 13 | Refelctive Barrier Panels | 53 | EA | ||
| 14 | Erosion Control | 1 | LS | ||
| 15 | Plastic Sheeting | 500 | SQYD | ||
| 16 | Check Dam, Type 1 | 7 | EA | ||
| 17 | Inlet Protection, Type 3 | 2 | EA | ||
| 18 | Inlet Protection, Type 4 | 2 | EA | ||
| 19 | Straw Bale | 30 | EA | ||
| 20 | Pollution Control Plan | 1 | LS | ||
| 21 | Contaminated Soil Disposal | 455 | TONS | ||
| 22 | Lead Compliance Plan | 1 | LS | ||
| 23 | Segregate and Stockpile Contaminated Soil | 1 | LS | ||
| 24 | Soil Sample Collection and Analytical Testing | 4 | EA | ||
| 25 | Remove Asbestos Material, Friable | 133 | FT | ||
| 26 | Construction Survey Work | 1 | LS | ||
| 27 | Removal of Structures and Obstructions | 1 | LS | ||
| 28 | Clearing and Grubbing | 1 | LS | ||
| 29 | General Excavation | 6700 | CUYD | ||
| 30 | Stone Embankment | 5000 | CUYD | ||
| 31 | 24 Inch Subgrade Stabilization | 150 | SQYD | ||
| 32 | Subgrade Geotextile | 9500 | SQYD | ||
| 33 | Riprap Basins | 1 | EA | ||
| 34 | 24 Inch Storm Sewer Pipe, 10 ft Depth | 76 | FT | ||
| 35 | 24 Inch Storm Sewer Pipe, 20 ft Depth | 126 | FT | ||
| 36 | Concrete Inlets, Type G-2MA | 2 | EA | ||
| 37 | Adjusting Catch Basins | 1 | EA | ||
| 38 | Aggregate Base and Shoulders | 2400 | TONS | ||
| 39 | Level 3, 1/2 Inch ACP Mixture (64-22 oil) | 2400 | TONS | ||
| 40 | Guardrail, Type 2A | 875 | FT | ||
| 41 | Guardrail Terminals, Non-Flared | 3 | EA | ||
| 42 | Delineators, Type 1 | 10 | EA | ||
| 43 | Bi-Directional Yellow Type IAR Markers | 26 | EA | ||
| 44 | Thermoplastic, Sprayed, Surface, Non-Profiled | 4100 | FT |
File details come from the government source that posted it. Updated .