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| Last Updated | 10/29/2019 02:21 PM |
| Project Title | Y--NRM Project No. 909-NRM19-101 Fort Custer National Cemetery Yard Milling and Resurfacing |
| Physical Address | View project details and contacts |
| City, State (County) | Augusta, MI 49012 (Kalamazoo County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Sidewalks/Parking Lot |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $25,000 to $100,000 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Work includes, but is not limited to: Provide all labor, materials, tools, equipment, transportation and supervision to mill and resurface the paved surfaces in the main maintenance yard and the adjacent parking lot at the Fort Custer National Cemetery, Augusta, MI. The work includes site investigation to verify all measurements and site conditions before start of the work and the ordering of any materials. All work shall be performed in a professional workmanship like manner. All adjacent disturbed surfaces shall be repaired to the same quality standards of the existing work and shall also match the adjacent areas. Properly remove and dispose all debris from government property. All work must be in accordance with applicable federal, state and local codes and regulations. The contractor shall be responsible for any applicable permits. A pre-bid visit by the bidder is required to get an accurate understanding of the work. All work shall be performed by a licensed full time professional with two or more years of experience in the respective trade. The cemetery staff will be responsible for relocating/moving the equipment and vehicles outside the work area, contractor to provide adequate notice (2 weeks). Provide approximately 3000 SY (2270 SY Maintenance Yard and 730 SY Parking Lot) of cold milling of the paved surfaces to a depth of 1.5 of the existing asphalt surface and replace/resurface with 1.5 of compacted Hot-Mix Asphalt Wearing Course, MDOT 13A (PG 64-28). Furnish and install Bituminous Tack Coat over the milled surface area. Sweep and clean the milled asphalt pavement of all dirt and debris prior to placement of the tack coat and bituminous overlay. The contractor shall follow the edge of the existing paved surface. Positive drainage slope on the pavement surface shall be maintained. The milled pavement surface receiving new asphalt pavement shall be cleaned to the satisfaction of the COR prior to commencing to the next operation. The edges of the existing pavement shall be free of all loose and attached dirt and aggregate. The bituminous tack coat shall be applied at the rate of 0.10 gallon/square yard to attain a minimum of 0.45 lbs./s.y. of residual asphalt rate. All areas to be paved shall be coated uniformly at the required rate. Any exposed aggregate base encountered after milling operations shall be uniformly level and properly compacted prior to paving (incidental to the contract). All excavated asphalt and aggregate materials from the milling headers and excess materials from the patching and paving operations shall be removed from the cemetery property by the contractor at his expense. The contractor will be responsible for traffic control and shall obtain, erect, maintain and remove all signs, barricades, flagmen and other traffic control devices as may be necessary for the purpose of regulating, warning or guiding traffic. All traffic control protection will be considered incidental to the cost of the contract. Any areas disturb in performance of this contract which may require restoration shall be restored by the contractor and considered incidental to the contract. Areas outside of the construction limits impacted by operations of the contractor shall be returned to the state it was found prior to new construction. The route of construction traffic to and from the project site shall be clear of debris at all times as well as the required safety signage and barricades for the safe passage of visitors. Thoroughly clean up the work area at the end of each day s work and at the completion of the project. Leave the premises clean and free of waste, scrap, used equipment or other material intentionally delivered to the site by the contractor or contractor s personnel. The existing gravel pad area adjacent (east) to the barn needs a bituminous overlay. Apply approximately 265 SY (29 wide x 82 long) in two 1.5 lifts (3 total thickness) of compacted Hot-Mix Asphalt Wearing Course, MDOT 13A (PG 64-28). Furnish and install Bituminous Prime Coat over the gravel surface area prior to the bituminous overlay. A tapered butt joint will need to be excavated in the gravel area approximately 10 wide from 0 to 3 where the gravel meets the existing asphalt (approximately 29 long). The gravel surface will require some minor grading and compaction to achieve a level surface with a positive drainage slope. Additional aggregate base course may be required to attain the desired surface. This work will be considered incidental to the project. The bituminous prime coat shall be applied at the rate of 0.50 gallon/square yard on the gravel/aggregate base course surface prior to paving. The parking area contains pavement striping for 17 parking spaces. The contractor shall provide new thermoplastic pavement markings on the new pavement matching exactly the location and color of the pavement markings prior to pavement milling operations. The contractor shall be responsible for measuring, documenting, etc. their locations to ensure they are placed back in the same location. This work will be considered incidental to the project. | ||||
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 Engineered Spec Sheet  Architectural Plans  Other Documents |
