Bid Specs.Street Mill-Fill.2025.pdf
PDF 177 KB Posted
- Attached to
- 2025 Street Mill & Fill
- Solicitation number
- DPW 2025-02
- Issued by
- Kent County, Blissfield Village, Michigan
About this file
The document is a Bid Specification for the Village of Blissfield's 2025 Street Mill & Fill Project in Michigan, detailing street reconstruction requirements for multiple streets. The project involves milling existing pavement to an average depth of 3 1/2 inches (with a specific 1 1/2-inch milling depth for N. Monroe St.), applying a prime coat, and placing new bituminous pavement in two layers: a 2-inch base layer and a 1 1/2-inch cap layer. The work must be completed within 120 days from the Notice of Award, with contractors required to schedule an on-site visit with the Department of Public Works Supervisor to confirm measurements and quantities before submitting a bid.
The bid specifications mandate that contractors provide all necessary labor, equipment, traffic control, and materials, with all incidental items included in the unit price. The project requires the use of MDOT #5EL bituminous pavement containing either crushed limestone or crushed natural aggregate, and paving machines capable of completing streets in two passes with a 10-foot vibratory screed. Contractors must submit proof of property damage, liability, and workers' compensation insurance with their bid documents. The project involves cleaning and restoring the job site, salvaging or replacing drainage structure covers, and ensuring proper traffic control in accordance with MMUTCD standards.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Invitation to Bid.Street Mill-Fill.2025.pdf | ||
| Bid Form.Street Mill-Fill.2025.pdf |
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Text version
BID SPECIFICATIONS
Village of Blissfield: 2025 Street Mill & Fill Project
TERM
• Work shall be completed within 120 days from the Notice of Award.
SPECIFICATIONS
• The contractor shall mill the current surface starting at the existing curb and/or edge of pavement, milling to an average depth of 3 1/2 inches, with a curb to crown grade of ¼ inch per foot. Butt joints where overlays will meet existing pavement and sections where pavement abuts curbs/gutters and/or sidewalks shall be also milled, as needed.1
• Milled bituminous materials may be delivered, using transportation provided by the contractor, to a site(s) provided by the Village. The contractor shall dispose of any millings not needed by the Village.
• The contractor shall be responsible for ensuring the surfaces to be paved are even and free of debris, prior to the placement of the asphalt paving.
• A prime coat shall be applied as needed, prior to the placement of the asphalt paving.
• New bituminous pavement (MDOT #5EL) shall be placed in the following manner:
o A base shall be placed with an average depth of 2 inches (MDOT #4EL)2 o The bituminous cap shall be placed at an average course depth of 1 ½ inches, with curb to crown grade of ¼ inch per foot.
o The paving machine to be used must be capable of paving the total width of the streets in two (2) passes, and have at least a 10’ main vibratory screed.
o All bituminous pavements will contain either crushed limestone aggregate, or crushed natural aggregate.
• All necessary traffic control, labor, materials, tools, equipment, and other items incidental to the work being performed shall be included in the Contractor’s unit price for this contract. Such items will not be bid or paid for separately but shall be included in the overall unit price.
• The bidder shall furnish all labor, supervision, supplies, tools, equipment, and other means necessary or proper for performing and completing the work.
• The bidder shall be responsible for the cleaning up of the job site and shall repair or restore all structures and property that may be damaged or disturbed during performance of the work to the satisfaction of the Department of Public Works.
• Drainage structure covers shall be salvaged and reused if in usable condition; otherwise, they shall be replaced.
• Where needed, all traffic control used for such operations as defined by the MMUTCD will be the responsibility of the bidder.
• The contractor, prior to submitting a bid, shall schedule an on-site visit to confirm measurements/quantities by contacting Department of Public Works Supervisor; Brent Kastel at (517) 202-6377.
• Contractor must provide copy of adequate property damage, liability, and workers’ compensation insurance with bid documents.
1 N. Monroe St. ONLY shall be as follows: The contractor shall mill the current surface starting at the existing curb and/or edge of pavement, milling to an average depth of 1 1/2 inches, with a curb to crown grade of ¼ inch per foot. Butt joints where overlays will meet existing pavement and sections where pavement abuts curbs/gutters and/or sidewalks shall be also milled, as needed.
2 Base does not apply to N. Monroe St. as it will be milled at only a depth of 1 ½ inches.
Company Name: ___________________________ Phone: ___________________________
Email: _______________________________ Fax: ___________________________________
Signature: ______________________________ Printed Name: ________________________
Title: ____________________________________________
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