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Demolition, site work, paving and new construction of a bridge / tunnel in New Hampton, New Hampshire. Completed plans call for the construction of a bridge / tunnel; for site work for a bridge / tunnel; for the demolition of a bridge / tunnel; and for paving for a bridge / tunnel.
As of May 3, 2024 the project was awarded to Jeremy Hiltz Excavating, INC but no amount provided The Town of New Hampton, NH, requests qualified professional to submit a proposal for the removal of the current bridge structure and installation of the new bridge, provided by Michie Corp. The Town of New Hampton is looking to replace the Brook Road Bridge located roughly .43 miles from the intersection of Blake Hill Road and Brook Road. This bridge spans the Blake Brook. The Brook Road Bridge has a span of 13.5 feet and a width of 14.7 feet with timber decking and concrete and large stone abutments. The Town has already contracted the construction of the new bridge. The new precast bridge will have a 14-foot span and will be 30 feet wide. The bridge manufacturer will also be providing precast abutments for the new bridge. The Town has secured the proper permitting from the State of New Hampshire and will be doing the necessary tree work related to the project. SCOPE OF THE PROJECT The following is a general scope of the proposed project. All materials shall be provided by the Contractor, except for the precast bridge, footings, and wingwalls. The Town reserves the right to eliminate any of the line items from the proposed estimate. The following general services will be needed (a detailed list is provided on the attached Brook Road Bridge Cost Sheet): a) Adherence to Wetlands and Non-Site Specific Permit when performing the work (see NHDES permit #2023-00502). A copy of the permit can be produced upon request. b) Installation and maintenance of sediment and erosion control. c) Clearing and grubbing of area for slope stabilization. d) Removal and disposal of existing bridge. e) Installation of new precast bridge; this shall include its footings and wingwalls, and provisions for crane (if necessary). f) Installation of site stabilization, including rip rap and permanent seeding. g) Installation of 2 "of pavement starting 50' before, over the bridge and 50'after. h) Installation of roadside guardrail according to NHDOT standards. All work is subject to the conditions of the Wetlands and Non-Site Specific Permit issued for this site by the New Hampshire Department of Environmental Services. A copy of the permit may be provided upon request. These improvements are time-sensitive so it is critical that contractors be available to perform the work in a timely manner. Brook Road cannot be closed for more than 7 days. If the Brook Road closure exceeds 7 days a penalty of $3,000 shall be assessed for each day or partial day. Allowance may be granted by the Public Works Director for weather events. The number of days allowed for closure may be negotiated upon award of the project. Work needs to commence upon award of the contract and the project should be completed by September 30, 2024. Any extension to the completion date must be approved by the Director of Public Works and all work must be completed no later than October 31,2024. Questions concerning this RFP should be addressed to: Corey Davenport, Town Administrator 6 Pinnacle Hill Road New Hampton, NH 03256 Office Phone: (603)-744-5352 E-mail: townadmin@new-hampton.nh.us Questions should be addressed to Brown Engineering, Kent Brown Engineer, (603) 677-7004 (office), (603)234-7316 (cell); email: kent@brownengineeringllc.com. Full size set of plans are available by contacting the engineer. The Town of New Hampton reserves the right to reject any or all proposals or any part thereof. The Town also may waive any formality, informality, information and/or errors in the proposal, to accept the proposal considered to be in the best interest of the Town.
Award
Bridges / Tunnels
$400,000.00
Public - City
Demolition, New Construction, Paving, Site Work
Trades Specified
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Brook Rd & Blake Hill Rd, New Hampton, NH
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