Exhibit C - Pricing Schedule.xlsx
XLSX spreadsheet 21 KB Posted
- Attached to
- 2025 Spring Mill & Fill State and local contract opportunity
- Solicitation number
- RFB-2025-0000000102
- Issued by
- Kalamazoo County, Michigan
About this file
The document is an Exhibit C Pricing Schedule for the 2025 Spring Mill & Fill project by the City of Portage, Michigan, detailing a comprehensive street resurfacing bid. The project encompasses multiple road maintenance activities including asphalt modification, cold milling of road surfaces, and extensive striping and marking services. The bid schedule outlines nine specific line items with estimated quantities, such as 11,257 square yard tons of MDOT 13A Modified HMA, 67,209 square yards of cold milled surface, and various road markings including white and yellow lines, crosswalks, and stop bars. The project also includes a traffic control and construction signage component.
The pricing schedule indicates that unit prices are to be determined by the contractor, with a total project bid to be calculated based on the estimated quantities and final unit pricing. The contractor will be responsible for all asphalt material testing, with testing data to be submitted to the City upon project completion. A final traffic control plan must be submitted to the City for approval. While specific pricing details are not filled in on this exhibit, the document provides a comprehensive breakdown of the anticipated road maintenance and improvement work, allowing potential bidders to prepare detailed cost proposals for the City of Portage's street resurfacing initiative.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Addendum #1.pdf | ||
| Revised Exhibit C - Pricing Schedule.xlsx | XLSX spreadsheet | |
| 2025 RFB Spring Mill _ Fill.pdf |
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Text version
Sheet1
EXHIBIT C – PRICING SCHEDULE
| BASE BID | ||||||
| ITEM | ||||||
| NO. | DESCRIPTION | UNITS | EST. QTY. | UNIT PRICE | TOTAL PRICE | |
| 1 | MDOT 13A Mod HMA w/220 # SYD | TON | 11,257 | $ - 0 | ||
| 2 | Cold Mill HMA Surface (2.0 inches) | SYD | 67,209 | $ - 0 | ||
| 3 | 4” White Solid, Waterborne | FT | 23,412 | $ - 0 | ||
| 4 | 4" white Dash, Waterbourne | FT | 473 | $ - 0 | ||
| 4 | 4” Yellow Double, Waterborne | FT | 2,004 | $ - 0 | ||
| 5 | 4" Yellow Skip, Waterborne | EA | 1,652 | $ - 0 | ||
| 6 | 4" Yellow Solid Skip, Waterborne | FT | 5956 | $ - 0 | ||
| 7 | 12” Cross Walk, Waterborne | FT | 1452 | $ - 0 | ||
| 8 | 24” Stop Bar, Waterborne | FT | 390 | $ - 0 | ||
| 9 | Traffic Control & Construction Signage | EA | 1 | $ - 0 | ||
| 2025 Spring Mill & Fill Bid Total | $ - 0 | |||||
| The final traffic control plan shall be submitted to the City for final approval. All asphalt material testing to be completed by the Contractor. All testing data shall be supplied to the City by the Contractor upon completion of the project. |
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