Copy of ATT C Bid Pricing Form 00014939.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
This document is a Bid Pricing Form (Attachment C) for a state transportation project issued by the Oregon Department of Transportation (ODOT) with project number S-73000-00014939. The bid form details a comprehensive infrastructure project involving traffic management, erosion control, excavation, culvert installation, pavement work, and roadside improvements. The project includes 45 line items covering activities such as mobilization, temporary traffic control, construction survey work, pipe removal, excavation, stone embankment, culvert pipe installation, pavement work, and various markers and surface treatments. Quantities range from small amounts like 2 sequential arrow signs to larger volumes such as 13,025 cubic yards of general excavation and 21,210 cubic yards of stone embankment.
The bid pricing form provides a detailed breakdown of unit prices and total estimated costs for each project component, with units ranging from lump sum (LS) to specific measurements like square yards (SQYD), feet (FT), tons (TON), and cubic yards (CUYD). While specific pricing is not disclosed in the summary, the form allows bidders to propose unit prices for each line item, which will be used to calculate the total project cost. The comprehensive nature of the bid form suggests a substantial infrastructure project involving significant earthwork, drainage improvements, and road surface modifications. The form appears designed to provide a clear, itemized approach to project costing and scope definition for potential contractors bidding on the ODOT project.
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Other files
| File | Type | Posted |
|---|---|---|
| ADD 1 ATT A Special Provisions and Specifications R1.pdf | ||
| ADD 1 ATT C Bid Pricing Form R1.xlsx | XLSX spreadsheet | |
| 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 | ||
| 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 |
Show all 11
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Text version
Sheet1
| ATTACHMENT C - BID PRICING FORM S-73000-00014939 |
| 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) | 800 | FT | ||
| 25 | Clearing and Grubbing | 1 | LS | ||
| 26 | General Excavation | 13025 | CUYD | ||
| 27 | Stone Embankment | 21210 | CUYD | ||
| 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 | ||
| TOTAL BID PRICE |
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