ATT C Bid Pricing Form~15.xlsx
XLSX spreadsheet 22 KB Posted
- Solicitation number
- S-73000-00014726
- Issued by
- Crook County, Oregon
About this file
This document is an Attachment C Bid Pricing Form for the Ohio Department of Transportation (ODOT) for project S-73000-00014476, detailing a comprehensive infrastructure and construction project. The bid form outlines 44 line items covering a wide range of construction activities including mobilization, temporary traffic management, erosion control, soil remediation, excavation, storm sewer installation, roadway construction, guardrail installation, and surface marking. The project encompasses activities such as removing structures, clearing and grubbing, general excavation, subgrade stabilization, storm sewer pipe installation, aggregate base construction, asphalt placement, and various safety and marking elements.
The pricing form provides estimated quantities for each line item, with units ranging from lump sum (LS) to specific measurements like cubic yards (CUYD), square yards (SQYD), feet (FT), and each (EA). While specific unit pricing is included, the total project budget is not explicitly stated. The document suggests a complex infrastructure project involving environmental considerations (such as contaminated soil disposal, asbestos removal, and erosion control) and road infrastructure improvements. The comprehensive nature of the bid form indicates a significant municipal infrastructure project with multiple technical and environmental components requiring detailed construction and safety specifications.
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Other files
| File | Type | Posted |
|---|---|---|
| ATT B PLANS R1.pdf | ||
| 00014726 Questions and Answers 082625.docx | DOCX document | |
| ATT C Bid Pricing Form Revised~4.xlsx | XLSX spreadsheet | |
| ATT I FHWA Form 1273~3.pdf | ||
| ATT C Bid Pricing Form_R3.xlsx | XLSX spreadsheet | |
| 00014726 Invitation to Bid.docx | DOCX document | |
| Attachment A Special Provisions and Specifications~8.pdf | ||
| 00014726 Addendum 2~1.docx | DOCX document | |
| CSR 270-25 Sole Source Determination_8-20-2025_Redacted.pdf | ||
| ATT A SPECIAL PROVISIONS AND SPECIFICATIONS R1.pdf | ||
| 00014726 Bid Results.xlsx | XLSX spreadsheet | |
| Attachment B Plans~7.pdf | ||
| ATT I FHWA Form 1273~2.pdf | ||
| ATT G Project Wage Rates~1.pdf |
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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 .