CB2102 Bid Schedule - Excel Format.xlsx
XLSX spreadsheet 18 KB Posted
- Solicitation number
- S-C01510-00012592
- Issued by
- Lake County, Oregon
About this file
This is a bid schedule spreadsheet for the Owl Creek - Peoria Road Bridge Replacement project, solicited by an unnamed county agency. The project involves bridge and roadway construction work with a bid opening date of February 18, 2025, at 9:35 a.m. PDT. The scope includes 43 line items covering various construction elements such as mobilization, traffic control, erosion control, bridge removal, structural concrete work, guardrail installation, and pavement markings. Major quantities include 1,310 cubic yards of general excavation, 468 feet of steel piles, 1,420 tons of aggregate base, and 500 tons of ACP mixture.
The bid schedule is formatted as a unit price contract where bidders must provide unit prices for each line item, which will be multiplied by the specified quantities to determine the total bid amount. The spreadsheet includes space for company information including name, address, city, state, and zip code. The document notes that while the spreadsheet is provided as a convenience to bidders, they are responsible for verifying all formulas, and the County assumes no liability for any errors or omissions in the content.
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Text version
Bid Schedule
| BID SCHEDULE |
| Owl Creek - Peoria Road Bridge Replacement |
| Bridges and Roadways |
Bid Opening: February 18 at 9:35 a.m., P.D.T.
| SPEC | ITEM | UNIT | QUANT. | UNIT PRICE | TOTAL | ||
| 00210 | 1. | Mobilization | LS | All | $ - 0 | ||
| 00221 | 2. | Temporary Work Zone Traffic Control, Complete | LS | All | $ - 0 | ||
| 00245 | 3. | Temporary Water Management | LS | All | $ - 0 | ||
| 00280 | 4. | Erosion Control | LS | All | $ - 0 | ||
| 00280 | 5. | Sediment Barrier, Type 3 | FOOT | 690 | $ - 0 | ||
| 00290 | 6. | Pollution Control Plan | LS | All | $ - 0 | ||
| 00290 | 7. | Work Containment Plan and System | LS | All | $ - 0 | ||
| 00305 | 8. | Construction Survey Work | LS | All | $ - 0 | ||
| 00310 | 9. | Removal of Structures and Obstructions | LS | All | $ - 0 | ||
| 00310 | 10. | Asphalt Concrete Saw Cutting | FOOT | 63.0 | $ - 0 | ||
| 00320 | 11. | Clearing and Grubbing | LS | All | $ - 0 | ||
| 00290 | 12. | Workzone Fencing | FOOT | 165 | $ - 0 | ||
| 00330 | 13. | General Excavation | CUYD | 1,310 | $ - 0 | ||
| 00350 | 14. | Subgrade Geotextile | SQYD | 1,350 | $ - 0 | ||
| 00501 | 15. | Bridge Removal Work | LS | All | $ - 0 | ||
| 00510 | 16. | Structure Excavation | LS | All | $ - 0 | ||
| 00510 | 17. | Granular Structure Backfill | LS | All | $ - 0 | ||
| 00520 | 18. | Furnish Pile Driving Equipment | LS | All | $ - 0 | ||
| 00520 | 19. | Furnish PP12.75 x 0.375 Steel Piles | FOOT | 468 | $ - 0 | ||
| 00520 | 20. | Drive PP12.75 x 0.375 Steel Piles | EACH | 12 | $ - 0 | ||
| 00520 | 21. | PP 12.75 x 0.375 Steel Pile Splices | EACH | 6 | $ - 0 | ||
| 00520 | 22. | Reinforced Pile Tips | EACH | 12 | $ - 0 | ||
| 00530 | 23. | Reinforcement, Grade 60 | LS | All | $ - 0 | ||
| 00540 | 24. | General Structural Concrete, Class 3300 | LS | All | $ - 0 | ||
| 00545 | 25. | Reinforced Concrete Bridge Approach Spans | SQYD | 162.7 | $ - 0 | ||
| 00550 | 26. | 26 Inch Precast Prestressed Slabs | FOOT | 502.5 | $ - 0 | ||
| 00585 | 27. | Poured Joint Seal | LS | All | $ - 0 | ||
| 00587 | 28. | Standard Type "F" Concrete Bridge Rail | LS | All | $ - 0 | ||
| 00592 | 29. | Rolled Waterproof Membrane | SQFT | 1,928 | $ - 0 | ||
| 00641 | 30. | Aggregate Base | TON | 1,420 | $ - 0 | ||
| 00744 | 31. | Level 3, 1/2 Inch ACP Mixture | TON | 500 | $ - 0 | ||
| 00749 | 32. | Extra for Asphalt Approaches | EACH | 3 | $ - 0 | ||
| 00810 | 33. | Guardrail, Type 2A | FT | 125.0 | $ - 0 | ||
| 00810 | 34. | Guardrail, Type 3 | FT | 50.0 | $ - 0 | ||
| 00810 | 35. | Guardrail Transition | EACH | 4 | $ - 0 | ||
| 00810 | 36. | Guardrail Connections | EACH | 4 | $ - 0 | ||
| 00810 | 37. | Guardrail Terminals, Non-Flared | EACH | 3 | $ - 0 | ||
| 00810 | 38. | Guardrail Height Conversion, Type 2A | EACH | 1 | $ - 0 | ||
| 00860 | 39. | Longitudinal Pavement Markings - Paint | FOOT | 1,300 | $ - 0 | ||
| 00940 | 40. | Signs, Standard Sheeting, Sheet Aluminum | SQFT | 12.0 | $ - 0 | ||
| 01014 | 41. | Water Quality Filter Strips | LS | All | $ - 0 | ||
| 01030 | 42. | Permanent Seeding | ACRE | 0.11 | $ - 0 | ||
| 01070 | 43. | Multiple Mailbox Supports | EACH | 2 | $ - 0 | ||
| PROJECT TOTAL | $ - 0 |
Company Name
Address
City State Zip Code
| Note: This spreadsheet is provided as a convenience to the Bidder. The Bidder is |
| responsible to ensure that all formulas are correct. The County assumes |
| no responsibility or liability for any errors or omissions in the content of this document. |
&"Arial,Regular"Owl Creek - Peoria Road Bridge Replacement Bridges and Roadways
KN21999, Owl Creek - Peoria Road Bridge Replacement, Bidding, February 18, 2025
Sheet1
File details come from the government source that posted it. Updated .