Directorate of Contracting, 1830 Quartermaster Road, Fort Lee, VA 23801-1606

54 -- SIX (6) STORAGE BUILDINGS SOL DABT59-00-Q-1019 DUE 072400 POC Linda Coleman, Contract Specialist, (804) 734-4594 and Linda Terrell, Contracting Officer, (804) 734-4601 WEB: Fort Lee Directorate of Contracting, http://www.lee.army.mil/doc/. E-MAIL: coleman@lee.army.mil, colemanl@lee.army.mil. This 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. The solicitation number RFQ DABT59-00-Q-1019 is issued as a Request for Quotation, under simplified acquisition procedures in accordance with FAR 13.5, test program, on a restricted basis. The FSC Code is 5410. The Directorate of Public Works, Production Control Branch, intends to procure six (6) storage buildings on a sole source basis from Smith-Midland Corporation, 5119 Catlett Road, Midland, VA 22728. The anticipated award date will be made on or before 01 September 2000. This Combined Synopsis/Solicitation incorporates provisions and clauses that are in effect through the Federal Acquisition Circular (FAC) 97-18. This solicitation is a 100% small business set-aside. The closing date will be 24 July 2000 by COB. The Standard Industrial Classification Code is 3272, Concrete Products, Except Block and Brick with a size standard of 500 employees. Delivery is FOB Destination. Delivery to the site is required on or before 1 September 2000. The Directorate of Contracting, Fort Lee, VA has a requirement for CLIN 0001 storage buildings (6 EA) 1.1. The following specifications are for manufacture, delivery and unloading of six (6) small storage buildings with a window in each storage building. All Buildings will be located throughout the Petroleum Training Facility at six (6) different locations at Fort Lee, VA: 1.2. The Government will prepare sites for buildings. The Contractor shall supply adequate personnel and equipment to off load and set buildings. 1.3. The Contractor shall provide design analysis and shop drawings to the Contracting Officer for approval on storage buildings prior to building being fabricated and delivered. Design analysis and shop drawings shall be certified by the licensed professional engineer. 2. CODES AND STANDARDS: The building shall meet the following codes and standards: 2.1. ACI-319-77, "Building Code Requirements for Reinforced Concrete." 2.2. Concrete Reinforcing Institute, "Manual of Standard Practice." 2.3. ANSI "Building Code Requirements for Minimum Design Loads in Buildings and Other Structures." 3. DIMENSIONS AND DESIGN LOADS: 3.1. Dimensions: Interior -- 9'6" x 11'6" x 8'0" Exterior -- 12' x 10' x 8'8", 3.2. Standard Live Roof Load: 30 PSF. 3.3. Standard Wind Load: 27 PSF, 3.4. Roof shall have a 1 " overhand on all sides. 3.5 Standard floor load: 125 PSF., 4. MATERIALS: 4.1. Concrete: Steel reinforced, polypropylene fiber reinforced, 4,000 PSI minimum 28 day compressive strength, air-entrained (ASTM C260). 4.2. Reinforcing Steel: ASTM A615, grade 60 unless otherwise indicated. 4.3. Reinforcing Fiber: Polypropylene fiber, Fortafiber at 1.6 pounds per cubic yard, or equal. 4.4. Post-Tension Strand: 41K polystrand CP50, .50", 270 KSI, 7 wire strand, greased plastic sheath, (ASTM A416). Roof and floor to be each post-tensioned by a single, continuous tendon. Said tendon shall form a substantially rectangular configuration having three gently curving corners and a fourth corner where the tendon members are anchored. Tendons shall be greased and enclosed within a sheath. Roofs shall be sloped 1" across 12' building dimension. Roof finish shall be broom-finished concrete. 4.5. Panel Connections: All panels shall be securely fastened together with " thick steel brackets. Steel is to be of structural quality, hot rolled carbon complying with ASTM A283, Grade C. All fasteners to be " diameter bolts in anchors used for panel connections to be Dayton-Superior #F-63 or equal. 4.6 Doors and Frames: Shall comply with Steel Door Institute "Recommend Specifications for Standard Steel Doors and Frames" (SDI-100), and is herein specified. The building shall be equipped with double 3'0" x 6' x 8" x 1 ", 18 gauge metal doors with honeycomb core, CEDO Regent #RB60668MRHRA-801, or equal. Door frames shall be painted with a finish coat of Federal Color #20040 (TM5-07-7), Durance Bronze or equal. 4.7. Door Hardware: 4.7.1. Handle: Windstorm stainless steel 8 " x 2", or equal. 4.7.2. Handle Backing Plate: Windstorm stainless steel with hole for deadbolt, 3 " x 15", or equal. 4.7.3. Push Plate: Lindstorm stainless steel, 3 " x 15", or equal. 4.7.4. Hinges: McKinney Vandal Proof T2731-USP (trimmed), ore equal, 3 per door. 4.7.5. Lock Set: CECO E880/6/KD/US26D deadbolt US26D (satin chrome finish), or equal. 4.7.6. Surface Bolt, upper: CECO 4031-US2C (Cadmium plated finish), or equal. 4.7.7. Surface Bolt, lower: CECO 4031-US2C (Cadmium plated finish), or equal. 4.7.8. Lower Bolt: Strike Schalage Box B400, 2 " x 1 1/8" x 1/8", or equal. 4.7.9. Astragel: CECO P441/68R, or equal. 4.7.10. Door Sweep: Zero International #72A Aluminum thresholds with neoprene insert, 36" long, or equal. 4.8. Vents: Two vents to be cast in rear wall. Vents shall be metalines M-22-FL, or equal. Vents shall be paintedto match doors. 4.9. Windows: One 3' x 2' sliding double hung window with aluminum frame. 4.10. Caulking: All joints between panels shall be caulked on the exterior surface of the joints. Caulking shall be Silafex 1-A Limestone, or equal. 4.11. Aggregate-exterior finish shall be Rappahnnock River Stone maximum " size applied to all exterior surfaces except roof panel. Each panel shall have a 4" steel trawled border. 4.12. Assembly: Building should be completely assembled at the manufacturer's plant and shipped to the delivery point intact. All necessary hooks, stiffeners, etc., to hoist building from shipping vehicles to final placement site shall be provided by manufacture. Storage Buildings are to be delivered to the Department of Public Works, 1816 Shop Road, Building 6205, Fort Lee, Virginia 23801. Specify delivery time after receipt of award. The following FAR and DFARS clauses apply to this acquisition: FAR 52.212-1, Instructions to Offierors -- Commercial applies to this acquisition; 52.212-2 Evaluation -- Commercial Items (Jan 1999). The Government will award a contract resulting from this combined synopsis/solicitation to the responsible Offeror whose quotes conforming to this synopsis/solicitation will be most advantageous to the Government, price and other factors considered. The following factors shall be used to evaluate quotes: Past performance, technical capability and price. Technical and past performance, when combined, are equal to price. Vendors are required to submit past performance information, including points of contact, on the last three contracts for similar supplies or services. All responsible sources may submit quotes, which, if timely received, the Government shall consider. Quotes received without past performance references shall be considered non-responsive. All offerors shall ensure all reference points of contact, i.e., organization, name, and phone number, are accurate; FAR 52.212-3, Offer Representations and Certifications -- Commercial Items, Offerors are to includea completed copy of the provision with its offer; FAR 52.212-4, Contract Terms and Conditions -- Commercial Items; 52.247-34 F.O.B. Destination, 52.225-11 Restrictions on Certain Foreign Purchases, 52.219-6 Total Small Business Set-Aside, 52.217-6 Option for Increased Quantity; 52.216-1 Type of Contract -- The Government contemplates award of a Firm Fixed Price Contract resulting from this solicitation. FAR 52.212-5 (Contract Terms and Conditions required to Implement Statutes or Executive Orders) -- Commercial Items applies with the following FAR clauses in paragraph (b) which will apply to the resultant contract: 52.222-26 Equal Opportunity, 52.222-35 Affirmative Action for Special Disabled and Vietnam Veterans, 52.222-36 Affirmative Action For Handicapped Workers, 52.222-37 Employment Reports On Special Disabled Veterans Of The Vietnam Era, 52.232-33 Mandatory Information for Electronic Funds Transfer Payment (May 1999), 52.225-3 Buy American Act -- Supplies. DFAR 252.212-7001 Contract Terms and Conditions Required to Implement Statutes Or Executive Orders Applicable To Defense Acquisitions Of Commercial Items, 252.225-7001 Buy American Act And Balance Of Payment Program, 252.225-7012 Preference For Certain Domestic Commodities, 252.227-7015 Technical Data -- Commercial Items, Addendum -- Add 252.204-7004 Required Central Contractor Registration. Offerors not in possession of the above referenced clauses in full text may obtain them at http://acqnet.sarda.mil. Responses to this solicitation are due by COB 24 July 2000 and should be mailed to: Directorate of Contracting, ATTN: Linda Coleman, 1830 Quartermaster Road, Fort Lee, VA 23801-1606. Please reference solicitation number on your quotes. Quotes must be in writing. Quotes sent via fax will NOT be accepted. Offerors must be registered in Central Contractor Registration database to be eligible for award (Ref DFAR 252.204-7004). To verify registration Cage Code, Duns # and Federal Tax ID # must be provided. Questions concerning this combinedsynopsis/solicitation should be addressed to Linda Coleman, 804-734-4594, FAX 804-734-4633. SEE NUMBERED Notes 1 AND 22 Posted 07/10/00 (W-SN472974). (0192)

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