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Last Updated | 05/08/2023 04:12 PM |
Project Title | Public Works Storage Building |
Physical Address | View project details and contacts |
City, State (County) | Havelock, NC 28532 (Craven County) |
Category(s) | Commercial, Heavy and Highway |
Sub-Category(s) | Site Development, Warehouse/Storage |
Contracting Method | Competitive Bids |
Project Status | Bidding, Construction start expected June 2023 |
Bids Due | View project details and contacts |
Estimated Value | $170,000 [brand] Estimate |
Plans Available from | Agency's Affiliate |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Construct one 100' X 50' metal storage building on a concrete slab at the Public Service complex. The performance period is 90 calendar days from the NTP. Questions must be received by 2:00 PM (EST) on Thursday, April 20, 2023. If questions are received, the City will respond no later than 2:00 PM (EST) on Tuesday, April 25, 2023. For questions in regards to the bid specifications, the City requires and only responds to questions submitted in writing and sent via email to: Bids@havelocknc.us. The City of Havelock reserves the right to reject any or all proposals and to purchase items from the state contract in the efforts to award the contract to the bidder it deems to be for the best interest of the City Location: 104 Outer Banks Drive Havelock, NC. 28532, North Parcel. Objective: Construct one 100' X 50' metal storage building on a concrete slab at the Public Service complex. Excavation and Sitework: A. Site trees and brush will be cleared by others prior to construction. B. Excavate for new slab on grade and footings for new structure. Provide clean fill, with even mix of cohesive and granular soil, compacted to 95% standard Proctor (ASTM D698) in minimum 6-inch lifts. See Figures 1 &2. C. Remove approximately 6" of soil surrounding the concrete pad location as shown in Figure 1. Grade away from building and proof roll subsoil. Install 6" of ABC stone and roll to 98% density. Provide compaction testing. Concrete: A. Specifications for the concrete slab and footings will be supplied by the manufacturer of the building. The concrete shall just be the location of the building. There will be no concrete parking area outside the building. Steel Building: A. Size: 100 ft x 50 ft x 16 ft eave height. B. 26-gauge PBR Panels. C. 2:12 Roof Pitch. D. Doors: a. (1) entry door 3'x7' solid core insulated framed w/ keyed lever lockset b. (2) 16'w x 14't overhead garage doors, roll up doors. c. (3) 12'w x 14't overhead garage doors, roll up doors. E. Base trim and weatherproofing including flashing, closure strips and mastic at base, eaves and rake. F. Building Code: NCBC-18. G. Wind load 140 exp-C, live load 20psf and snow load 10psf. H. Standard Colors to be selected by City. I. Minimum of 1 set of stamped engineered drawings provided to the City. J. Install all components of the building in accordance with the manufacturer's instructions and drawings. Building Alternate to include: A. Gutters and downspouts on both long walls. B. Insulation: R-30 Pro Value at Roof. R-19 reinforced white vinyl backed at walls. Electrical Alternate: A. Provide 120v/240v 200-amp service in conduit from existing service box at existing storage building to new panel at new building as shown on plan. Conduit to be underground and meet minimum North Carolina Electrical code for coverage. B. Provide electrical service to five (5) Bay Doors. C. Provide electrical panel install as shown within Figure 3. D. Provide outlets and fixtures as shown on Electrical Plan in Figure 5. Plumbing Alternate: A. Water and sewer are to be roughed in and shall be capped on the interior of the building. Outside plumbing shall be capped within a plumbing valve box. B. Interior plumbing shall include access for one eye wash station, two restrooms which will have one vanity and two commodes per restroom, one within each restroom to be ADA compliant, and one hand washing sink. (plumbing rough in is the only requirement, the City is not requesting vanity's, commodes, etc.) C. Provide Rough in Plumbing as shown within Figure 4. |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |