SOLICITATION NOTICE
E -- Fabricate, Deliver, Install Vehicle Shelters
- Notice Date
- 7/18/2002
- Notice Type
- Solicitation Notice
- Contracting Office
- Department of the Navy, Naval Facilities Engineering Command, Engineering Field Division, South, ROICC Key West, Naval Air Station Building A-718, Key West, FL, 33040
- ZIP Code
- 33040
- Solicitation Number
- N62467-02-Q-2733
- Response Due
- 8/9/2002
- Archive Date
- 8/24/2002
- Point of Contact
- Beverly Davis, Contracting Officer, Phone 305-293-3630, Fax 305-293-2631, - Jean Tarlton, Contracting Officer, Phone 305-293-3169, Fax 305-293-2631,
- E-Mail Address
-
davisbc@efdsouth.navfac.navy.mil, tarltonjc@efdsouth.navfac.navy.mil
- Description
- This notice is a combined synopsis/solicitation for commercial items prepared in accordance with the format in FAR Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; quotes are being requested and a written solicitation will not be issued. This procurement is solicited as a Request for Quotes (RFQ) conducted under Simplified Acquisition Procedures (SAP). Solicitation documents and incorporated provisions and clauses are those in effect through Federal Acquisition Circular 01-05. This is an unrestricted acquisition. The Government intends to purchase three (3) Vehicle shelters including delivery and installation for the Navy Marine Corps Reserve Center (NMCRC), West Palm Beach, FL. 1.GENERAL DESCRIPTION: The work includes but is not limited to the fabrication, construction, delivery and installation of three (3) vehicle shelters at the Navy Marine Corps Reserve Center (NMCRC), West Palm Beach, Fl. All work shall be in accordance with all federal, state and local building codes, and Army Corps of Engineers EM-385, the latter is available at http://usace.army.mil/inet/usace-docs/eng-manuals/em385-1-1/toc.htm. Sketches referenced herein are available at http://esol.navfac.navy.mil/ Minor Material and Work: Minor materials and work not specifically mentioned herein but necessary for the proper completion of the specified work shall be furnished without additional cost to the Government. Unforeseen Major Repairs: shall be brought to the attention of the Contracting Officer. Existing Work: Where existing work is changed or removed or where new work adjoins, connects to or abuts existing work, the existing work shall be altered as necessary and connected in a substantial and workmanlike manner. All new work shall match, as nearly as practicable, the existing adjoining and/or adjacent similar work. Operations affecting existing work shall be conducted with care not to damage work in place; and all existing work damaged by such operations shall be rectified or replaced without additional expense to the Government. Care is to be taken not to damage Government property, vegetation, or equipment. Disposition of Removed Materials. Salvable Materials: Except where specifically specified otherwise herein, or directed by the Contracting Officer, all salvable materials disconnected or removed during the course of the work and not specified for reuse in the new work shall become the property of the Contractor and shall be removed from the Government property and disposed of in compliance with existing local, state, and federal regulations. Schedule and Sequence of Work: The work shall be executed in such a manner as to cause the least interference with the normal functions of the Government activity. Prior to beginning any work, contractor shall submit and obtain an approved schedule so sequence of work may be arranged. The Officer in Charge will provide an assigned area for storage and lay down of delivered materials. Interruption of Utilities Services: Interruptions shall be kept to a minimum and shall be scheduled. SITE VISITATION: Prior to submitting quotation, prospective quoters are invited to visit the site, inspect the work in place, and satisfy themselves as to the character and amount of fabrication and work to be accomplished. Site visitation, if desired, may be arranged with the Contract Specialist at 305-293-3630. TIME FOR COMPLETION: All work shall be delivered and installed within 90 calendar days after date of Purchase Order. 2. DETAILED REQUIREMENTS. Vehicle Shelter Configuration: The shelters shall be designed and fabricated to the following parameters and located as shown on sketches ?A?, ?B? and C?. Building dimensions shall not be less than those indicated, but may exceed the indicated dimensions only by the amount of the closet manufacturer?s standard size: Vehicle Maintenance Facility Area (1) at 115 feet x 33 feet, (1) at84 feet x 18 feet . Vehicle Parking Area (1) at 165 feet x 35 feet. Each shelter shown on sketch ?B? shall have two enclosed sides, an open side for vehicle movement and the opposing side open. The roof shall have a single slope design. The shelter shown on sketch ?C? shall have two sides enclosed and two sides open for vehicle movement. This shelter roof shall have a dual slope design. Design Requirements: Design and fabrication of the shelters and foundations shall be in accordance with all federal, state and local building codes. The shelters, including all framing and structural members, roofing, side panels, connections and foundations shall be designed for all applicable loading conditions. .2 Wind Load: The shelters shall be designed to withstand wind loads as required by ASCE 7-98 and the Florida Building Code. Seismic Load:Procedures for determining and applying seismic loads shall be in accordance with TI 809-04. Foundations: Foundations shall be designed for all load conditions developed during the design of the shelters. Allowable soil bearing pressures shall be determined from soil borings or pertinent existing geotechnical investigation data that represents the soil conditions of this project. If soil borings are required, they shall be taken in accordance with ASTM-D-1586. All concrete for foundations shall have a compressive strength of 3,000 psi. Roof: The shelters have a roof slope of 1:12. The eave height shall be 14 feet 0 in. Length of sheets shall be sufficient to cover the entire length of any unbroken roof slope unless otherwise approved. Width of sheets with overlapping configurations shall provide not less than 24 inches of coverage in place and interlocking ribs shall provide not less than 12 inches of coverage in place. Panel shall have configurations for overlapping sheets. Height of corrugation at overlap of adjacent roof sheets shall be the building manufacturer's standard. Roofing shall be zinc-coated steel conforming to ASTM A 653/A 653M, G 90 coating designation. Siding: Length of sheet shall be sufficient to cover the entire height of any unbroken height of wall surface unless otherwise approved. Width of sheets with overlapping configurations shall provide not less than 24 inches of coverage in place and interlocking ribs shall provide not less than 12 inches of coverage in place. Siding shall have configurations for overlapping adjacent sheets. Siding shall be fastened to framework using exposed fasteners. Siding shall be zinc-coated steel conforming to ASTM A 653/A 653M, G 90 coating designation. Factory Color Finish: Wall and roof panels shall have a factory applied polyvinylidene fluoride finish on the exposed side. The exterior finish shall consist of a baked-on topcoat with an appropriate prime coat. The exterior coating shall be a nominal 1-mil thickness consisting of a topcoat of not less than 0.7-mil dry film thickness and the paint manufacturer's recommended primer of not less than 0.2-mil thickness. The interior finish shall consist of the manufacturer's recommended thickness primer coating. Structural Members and Connections: Structural steel members and their connections shall be designed in accordance with AISC ASD Manual or AISC Pub No. S342 L. Structural cold-formed steel framing members and their connections shall be designed in accordance with TI 809-07. 3.Site Work. Excavation:Underground utilities within the area of excavation shall be identified prior to excavation for foundation. Prior to excavation for foundation placement, remove existing sod and topsoil to a depth of 6 inches. Stockpile sod and topsoil separately from other excavated material. Existing concrete pavement shall be sawcut to full depth at limits of demolition. Cuts shall be at 90 degrees. Remove excess excavated material from government property. Backfill: After placement of structural supports is complete, backfill with porous material. All fill and backfill shall be placed in maximum 8 inch thick lifts. Compact unpaved areas outside the 5 foot line of the structure to 85 percent of ASTM D1557. Compact unpaved areas within the 5 foot line of the structure to 90 percent of ASTM D1557 at a moisture content within +/- 2 percent of the optimum moisture content. Compact top 12 inches of subgrades below the footings to 95 percent of ASTM D1557 at a moisture content within +/- 2 percent of the optimum moisture content. Replace topsoil and sod following compaction. Concrete Pavement: Replace concrete pavement in way of new construction. Prior to placement of new concrete, the underlying material shall be graded and recompacted. Use base course material with a minimum California Bearing Ratio value of 30 beneath concrete pavements. Portland cement pavement shall be 28 day, 650 psi flexural strength concrete. Compact top 12 inches of subgrades below the footings to 95 percent of ASTM D1557 at a moisture content within +/- 2 percent of the optimum moisture content. Provide ASTM D1752, Type II or Type III preformed joint filler for expansion joints at interface of new/existing pavements. Pavement Markings: Following pavement replacement, replace pavement markings. Pavement markings shall comply with TT-P-1952. Site Dewatering Stormwater from open excavations and trenches shall be monitored and not permitted to flow directly to natural watercourses. 4. Installation Requirements. Dissimilar materials that are not compatible when contacting each other shall be insulated from each other by means of gaskets or insulating compounds. Improper or mislocated drill holes in panels shall be plugged with an oversize screw fastener and gasketed washer; however, panels with an excess of such holes or with such holes in critical locations shall not be used. Exposed surfaces shall be kept clean and free from sealant, metal cuttings, excess material from thermal cutting, and other foreign materials. Exposed surfaces which have been thermally cut shall be finished smooth within a tolerance of 1/8 inch. Stained, discolored or damaged sheets shall be removed from the site. Framing Members and Anchor Bolts: Onsite flame cutting of framing members, with the exception of small access holes in structural beam or column webs, will not be permitted. Anchor bolts shall be accurately set by template while the concrete is in a plastic state. Brace frames as necessary to ensure safety. Members shall be accurately spaced to assure proper fitting of panels. As erection progresses, the work shall be securely fastened to resist the dead load and wind and erection stresses. Roofing and Siding Installation: Siding shall be applied with the longitudinal configurations in the vertical position. Buildings shall be single-span structures. Roofing shall be applied with the longitudinal configurations in the direction of the roof slope. Accessories shall be fastened into framing members, except as otherwise approved. Closure strips shall be provided where necessary to provide weather tight construction. Fastener and fastener spacing shall be in accordance with manufacture design. Field Painting: Immediately upon detection, abraded or corroded spots on shop-painted surfaces shall be wire brushed and touched up with the same material used for the shop coat. Use a rust inhibitor as recommended by coating manufacturer to prevent premature rusting. Shop-primed ferrous surfaces exposed on the outside of the building shall be painted with two coats of an exterior enamel as recommended by coating manufacturer. Factory color finished surfaces shall be touched up as necessary with the manufacturer's recommended touch-up paint. Field Welding: Welding of steel shall be in accordance with AWS D1.1. Welding of aluminum shall be in accordance with AA Design Manual. Field Bolting: Shall be in accordance with AISC S329. 5.Qualifications. Manufacturer: The metal building shall be the product of a recognized steel building systems manufacturer with a minimum 5 yr history of designing and manufacturing steel buildings as a the primary operation. Installer. Installer shall have a minimum 3 yrs specialized experience in the erection of steel building systems. The erector shall furnish temporary guys and bracing where needed for squaring, plumbing, and securing the structural framing against loads acting on the exposed framing, such as wind loads and seismic forces, as well as loads due to erection equipment and erection operation. Structural members shall not be field cut or altered. Welds, abrasions, and surfaces not shop primed shall be primed after erection. 5.Deliveries and Storage. Materials shall be delivered to the site in a dry and undamaged condition and stored out of contact with the ground. Materials other than framing and structural members shall be covered with weather tight coverings and kept dry. Storage accommodations for roofing and siding shall provide good air circulation and protection from surface staining. Submittals: The contractor shall provide design calculations, drawings and specifications for the shelters and foundation, and catalog cuts for materials and colors. 6.WARRANTIES: The metal buildings shall be warranted by the Contractor for a period of five years against materials and workmanship deficiencies; system deterioration caused by exposure to the elements and/or inadequate resistance to specified service design loads, water leaks, and wind uplift damage. All material and workmanship deficiencies, system deterioration caused by exposure to the elements and/or inadequate resistance to specified service design loads, water leaks and wind uplift damage shall be repaired as approved by the Contracting Officer. This warranty shall warrant and cover the entire cost of repair or replacement, including all material, labor, and related markups. The manufacturer shall provide a 20 year material warranty warranting that the zinc-coated steel will not rupture, structurally fail, fracture, deteriorate, or become perforated under normal design atmospheric conditions and service design loads. Liability under this warranty shall be limited exclusively to the cost of either repairing or replacing nonconforming, ruptured, perforated, or structurally failed securement system, including fasteners and coil material. The manufacturer shall provide 20 year exterior material finish warranty on the factory colored finish warranting that the finish, under normal atmospheric conditions at the site, will not crack, peel, or delaminate; chalk in excess of a numerical rating of eight, as determined by ASTM D 4214 test procedures; or change colors in excess of five CIE or Hunter Lab color difference (delta E) units in accordance with ASTM D 2244. Liability under this warranty is exclusively limited to replacing the defective coated material. The provision at FAR 52.212-1 Instructions to Offerors-Commercial applies. The provision at FAR 52.212-2 Evaluation-Commercial applies, with evaluation factors 1) Technical Capability- including past performance and capability to meet delivery 2) Price. The provision at FAR 52.212-3 Offeror Representations and Certifications-Commercial is applicable and a completed copy must be submitted with quote. The provision at FAR 52.212-4 Terms and Conditions-Commercial Items applies. The provisions at FAR 52.236-5 Material and Workmanship and FAR 52.236-17 Layout of Work apply. Davis Bacon General Decision FL020046 for Palm Beach County FL is applicable. Clauses referenced or required can be accessed at http://farsite.hil.af.mil or http://www.deskbook.osd.mil. Offerors must: be registered in the CCR at https://www.ccr.dlis.dla.mil/ccr/scripts/index.html, must submit references and brief performance history with offer, and offer should be constructed with pricing provided by delivery: 50% for site work and delivery of materials, 25% for half completion of installation, and 25% at completion. This is to facilitate the payments over the 90 day period rather than at end of 90 days. Provide 3 lines with pricing divided as requested. Questions regarding this acquisition must be submitted in writing no later than 26 July 02. Submit to davisbc@efdsouth.navfac.navy.mil . Offers must be received in writing by 4:00 PM EST on 09 August 02. Interested parties are responsible for downloading their own copy of this combination synopsis/solicitation and amendments (if any).
- Web Link
-
Link to FedBizOpps document.
(http://www.eps.gov/spg/USN/NAVFAC/N62467H/N62467-02-Q-2733/listing.html)
- Place of Performance
- Address: NMCRC West Palm Beach FL
- Zip Code: 33049
- Country: US
- Zip Code: 33049
- Record
- SN00120997-F 20020720/020718222155 (fbodaily.com)
- Source
-
FedBizOpps.gov Link to This Notice
(may not be valid after Archive Date)
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