ATT C Bid Pricing Form_~1.xlsx
XLSX spreadsheet 22 KB Posted
- Solicitation number
- S-73000-00014476
- Issued by
- Crook County, Oregon
About this file
This is a bid pricing form for ODOT (Ohio Department of Transportation) project S-73000-00014476, which solicits contractors to provide materials, equipment, labor, and services for a comprehensive infrastructure project. The project encompasses 44 distinct line items including mobilization, traffic management systems (temporary signs, changeable message signs, flaggers, pilot cars), erosion control measures, contaminated soil handling and disposal, asbestos removal, excavation work, storm sewer installation, concrete structures, road surfacing with aggregate base and asphalt concrete pavement, guardrail installation, and roadway marking systems. Notable quantities include 6,700 cubic yards of general excavation, 5,000 cubic yards of stone embankment, 2,400 tons each of aggregate base and asphalt concrete pavement mixture, 875 feet of Type 2A guardrail, and 4,100 feet of thermoplastic roadway markings.
The pricing structure is based on both lump sum and unit price arrangements, with contractors required to provide unit prices and calculate total costs for each line item based on estimated quantities provided by ODOT. The project involves environmental considerations including contaminated soil disposal (455 tons), lead compliance planning, and friable asbestos material removal (133 feet), indicating potential remediation work at the project site. The bid form requires contractors to submit pricing in strict accordance with the Invitation to Bid (ITB) documents, plans, and specifications, with the successful bidder expected to furnish all materials and perform all work according to ODOT standards and requirements.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 00014476 Invitation to Bid.docx | DOCX document | |
| ATT G Project Wage Rates~1.pdf | ||
| ATT I FHWA Form 1273~2.pdf | ||
| Attachment B Plans~7.pdf | ||
| ATT C Bid Pricing Form Revised.xlsx | XLSX spreadsheet | |
| 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, 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 .