VA786-17-Q-0356 PRE SOLICITATION NOTICE FOR GARAGE REPAIRS AT COLD HARBOR NATIONAL CEMETERY 6038 COLD HARBOR ROAD, MECHANICSVILLE, VA 23111 Project Control #: 849-M&R17-01 Contractor shall furnish all tools, labor, materials, equipment, and professional design services to lift & stabilize the garage foundation, repair & tuck point walls, replace deteriorated fascia and roof joists. Magnitude of Construction: Between $25,000 and $100,000 Work Items for this requirement: -Stabilization and lift the garage additional foundation, repair and tuck point walls, replace deteriorated fascia, and roof joists. -Disconnect power to building at the pole mounted transformer; to be coordinated and schedule with the power company & cemetery. -Remove shrubs, ornamental grass, mulch, and top soil along east & north walls. -Remove gutter and down spout along the north wall of the garage. Roll back a 3 foot section of membrane roofing to allow for repair to the wall and wooden roof joist. Provide tarp(s) to cover open roof section during construction. Provide temporary wall and roof bracing to support partial deconstruction of the north wall and the replacement of the wooden roof joist immediately adjacent to the east wall. Remove frieze board and crown molding along east wall. -Hand excavate soil from the entire east side of the garage and around the north side to the boarded door way. There is at least one pipe that runs along the east wall of the foundation as well as a sump pump discharge pipe. Document the foundation condition in photos, sketches that depict the foundation depth, soil type, and any major structural failures. Helical pier design specifications and locations that will lift the foundation where it has settled and prevent or stabilize the foundation from potential settlement at other locations along the garage east wall. Submittals are to be stamped by a Professional Engineer. -Install helical piers and lift foundation per approved plan. It may be necessary to remove some brick and mortar that has fallen to ensure efficient lifting of the wall. Fill any gaps under the lifted foundation with polyurethane foam. Back fill and compact to the top of the piers with a well graded soil. Back fill to the top of the foundation with retained top soil. -Deconstruct the structural three-wythe brick north wall. Remove at least one full brick width on either side of the crack throughout the wall thickness. Carefully remove adhered mortar and lightly brushing off the brick. Segregate bricks on pallets for according to whether they are structurally sound or not for reconstruction. Assume that 30 percent of the existing bricks removed will need to be replaced. -Complete submittals before beginning reconstruction of the wall. This includes the mortar design, paint specifications, etc. Rebuild the wall incorporating rectangular or Z ties to connect the interior brick course to the exterior brick and to tie the north wall and east wall together at the corner. Install new pressure treated roof joist and joist spacing block on the upper section of the wall before it is completed. -Install a 12 x 24 x 1/4 metal plate behind the two bolts securing the power connection plate to the east wall. Remove mortar and brick high points behind the plate and smooth the surface so that mounted plate will distribute power cable tensile load over a larger area of the wall. -Tuck point cracks on east and south walls and area at least one brick width on either side of the crack in such as way that makes it difficult to determine were the crack was located. Tuck point the cold joint between the lodge and the garage south wall. -Replace frieze boards, fascia boards, batten boards, and crown molding, then brush on a primer. Remove all loose paint from garage roof cornice wood, caulk, and paint to match existing color. Reconstruct rood per original design. If roofing membrane was damaged install a patch the full depth of the roof that laps onto existing undisturbed membrane. Install new gutter and down spout to match existing. Down spout to drain on to new 18 x 48 x 4 precast concrete splash block directed north. -After acceptance of all tuck pointing, painting, and roofing by the COR, replace original plants and shrubs to match original configuration. If plants have died during the construction period they are to be replaced with the same or alternative plants approved by the COR. All proposals priced less than greater than $35,000, but not greater than $150,000 will require one of the alternative payment protections below under this solicitation: Payment Bond Irrevocable letter of credit Tripartite Escrow Agreement Duration: Term of the contract shall be ninety days (90 days) from date of receipt of the notice to proceed letter. The Contractor shall complete all work within 90 calendar days after receipt of notice to proceed, subject to all terms, conditions, provisions and schedules of the contract. This acquisition is for a 100% Veteran Owned Small Business Set-Aside. North American Industrial Classification System (NAICS) Code 238910 is applicable. Please reference RFQ Number VA786-17-Q-0356 on remittances. - An electronic solicitation will be available for download from www.FedBizOpps.gov on or about March 22, 2017. Responses to the solicitation are due by 2:00 p.m., April 11, 2017. Offerors are advised that they are responsible for obtaining amendments to the solicitation which is available at Fed Biz Opps. Vendors interested in conducting a site visit must contact Cemetery Director Janice Hill at telephone number is
+1 (555) 000-0000 and email address
contact@example.gov Vendors interested in a site visit must sign in with the Cemetery Director. All questions regarding this project shall be directed to the Contracting Officer, via email, only. CO s email is
contact@example.gov
