SOUTHWESTNAVFACENGCOM, 1220 Pacific Highway, San Diego, CA 92132-5187

Z -- REPAIR/REPLACE ROOFS AND PIPING, MARINE CORPS MOUNTAIN WARFARE TRAINING CENTER (MCMWTC), BRIDGEPORT, CALIFORNIA SOL N68711-97-R-8311 DUE 073097 POC Maria Macam/Contract Specialist, (619) 532-3038, Katherine Luhmann/Contracting Officer Sources sought to provide the following: Part A: PE9728M -- BOQ's/BEQ's, Part B: PE9731M -- Dining Halls and Option 1- PE9730M- Bldgs. #4048 (Administration) and Building #3005 (Clinic). The work stipulated above includes the furnishing of all labor, approved materials, equipment and incidental related work required to complete the addition of new metal sloped roofs over the existing flat roofs and the replacement of equipment to each building boiler room with any additional incidental related work. The BOQ's/BEQ's new roof addition will incorporate standing seam metal roofs with underlayment of 6 inch x 16 ga. steel decking supported by 6 inch x 16 ga. metal stud walls. Existing vents and flues shall be extended and flashed for a sloped metal roofs. New gables and walls shall be constructed of 6 inch x 16 ga. metal studs with 4 inch E.F.I.S. with a secondary weather barrier over 1/2 inch water resistant gypsum wallboard. Remove existing roof hatch panels and replace panel with a removal E.F.I.S.with lay-in panel. Provide insulation of walls. Flashing and metal louver vents shall match existing building base colors. The repair and replacement of equipment a the BOQ's an BEQ's boiler rooms shall relate to domestic hot water and heating systems for the buildings. All piping and electrical work is to support domestic hot water system modifications. Included is the addition of concrete equipment pads and reinforcement of supports. The Dining Hall Facility roof addition will also be that of a standing seam roof over steel decking supported by metal stud walls. At new vertical walls, flashing and wall finishes from existing roof structure are to match existing. At the existing north roof, a removable roof panel section is to be constructed. The existing standing seam roof is rolled to the side and then rolled back into place. All electronic roof top devices are to be relocated to top of the new roof. The repair and replacement of equipment at the Dining Hall boiler room shall be the domestic storage tanks, boilers and piping associated with the equipment. The removal of the two 5.5 foot x 12 foot storage tanks shall be through the removable section of roof by means of a crane. Included is the addition of concrete equipment pads and reinforcements to supports. Option 1- Required to complete the main focal point of work is the addition of a new metal sloped roof over the existing flat roof of Building #4048 (Administration). The work also requires the replacement of equipment to each building boiler room (Building #4048 and Building #3005). Building #4048 (Administration) new roof addition will incorporate standing seam metal roofs with underlayment over 6 inch x 16 ga. steel decking supported by 6 inch x 16 ga. metal stud walls. Existing vents and flues shall be extended and flashed for slope metal roofs. New gable walls shall be constructed of 6 inch x 16 ga. metal studs with 4 inch E.F.I.S. with a secondary weather barrier over 1/2 inch water resistant gypsum wallboard. Remove existing roof hatch panel and replace with a new removal E.F.I.S. lay-in panel. Provide insulation at walls. Flashing and metal louver vents shall match existing building base colors. All electronic roof top devices are to be relocated to top of new roof. Existing light well openings to be infilled with a fire rated assembly and finished with an accented suspended grid ceiling and light fixtures. The repair and replacement of equipment at boiler rooms to both Building #4048 (Administration) and Building #3005 (Clinic) shall relate to domestic hot water and heating systems for the buildings. All piping and electrical modifications incorporated are to accommodate upgrades. Included is the addition of any concrete pads or reinforcement of supports. The contract is to be awarded to the responsible offeror who submits the proposal considered most advantageous to the Government considering the following evaluation factors: Price, Past Performance, Specialized Experience/Qualifications, and Technical Competence. The following evaluation criteria has been established and the factors enumerated will be weighted equally: Factor 1 (Price), Factor 2 (Past Performance), and Factor 3 (Specialized Experience). Within Factor 2- Past Performance, the following subfactors are listed in order of importance: Subfactor 2.1- Delivering quality work in a timely manner at a reasonable total cost as evidenced by previously completed projects of similar scope and magnitude. Subfactor 2.2- Effectiveness of management and commitment to customer satisfaction. Subfactor 2.3- Actual similarity of experience to this project in scope, dollar value and complexity. Subfactor 2.4- Degree of satisfaction expressed by the customer when contacted. Factor 3-Specialized Experience/Qualifications is further subdivided as follows: Subfactor 3.1- The number and quality of projects completed in the past ten (10) years, with scope, magnitude, complexity and cost similar to the requirements in this RFP. Subfactor 3.2- Specialized experience and qualifications of key personnel proposed. Subfactor 3.3- Capacity to perform within the required schedule. Subfactor 3.4- Availability of specialized equipment required for construction. A site visit is set for July 15 1997 at Resident Officer in Charge of Construction, Bridgeport, California. Please call Lt. Robert Fairbanks at 619 -- 932-7761 extension 318 for more information. Participants must make reservations a minimum of two (2) days in advance of the conference date by contacting Maria Aurora Macam at (619) 532-3282. -- This is not a public bid opening. -- The estimated cost is between $1,000,000 and $5,000,000. -- NOTE: Plans and specs will not be mailed to firms within a 20 mile radius of the issuing office. Solicitation packages may be acquired in person from Plan Issue or by mail. Telephone requests will not be accepted. Requests for the solicitation package must be in writing stating RFP number N68711-R-8311, with complete name, address, area code and phone number and whether bidding as a prime/subcontractor/supplier. There willbe a charge for plans and specs that is yet to be determined. Please call plan issue at (619) 532-2082 to obtain the cost of this project. The only methods of payment that will be accepted for plans and specifications are visa, mastercard, cashiers checks or money orders and they should be made out to DEFENSE PRINTING SERVICE. -- FEES ARE NOT REFUNDABLE. Mail Requests to Southwest Division, Naval Facilities Engineering Command (Plan Issue), 1220 Pacific Highway, Building 132, San Diego, CA 92132-5187. Solicitation packages are limited to two (2) sets per prime and one (1) per subcontractor/supplier. Plans and specifications will be available on or about 30 June 1997. (0164)

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