Renovation of Bldg 1152, Camp Parks, CA

This is a SOURCES SOUGHT NOTICE for a Market Research ONLY to determine the availability of potential small business firms for a potential small business category type set-aside. NO AWARD will be made from this Sources Sought. NO SOLICITATION, SPECIFICATIONS, OR DRAWINGS IS AVAILABLE AT THIS TIME; therefore, do NOT request a copy of a solicitation. Potential offerors having the skill, capabilities and bonding necessary to perform the described project are invited to provide feedback via email to Rolando.Z.Camerino@usace.army.mil. All responses will be used to determine the appropriate acquisition strategy for a potential future acquisition. Particularly, the purpose of this NOTICE is to gain knowledge of potential small business sources in the following categories: Certified 8a, Certified HUB Zone, and Service-Disabled Veteran-Owned Small Business (SDVOSB), for a Design Build, Bldg 1152 Renovation, Camp Parks, CA. The capabilities will be evaluated solely for the purpose of determining to Set-Aside for the Small Business Community or to conduct as an Unrestricted Procurement. Other than small businesses may respond to this NOTICE in the event the market does not indicate SB interest, however, preference will be given to the SB categories listed above. The government must ensure there is adequate competition among the potential pool of available contractors. This project is planned for advertising in July 2009 . The estimated cost range according to the DFARS 236.204 is between $ 1,000,000.00 to $ 5,000,000.00. The NAICS Code is 236220, the size standard is $33.5 million, and the Federal Supply Code is Z163 Construction of facilities/troop housing facilities. The duration of the project is 450 calendar days. Under Federal Acquisition Regulation (FAR)52.219-14, the concern will perform at least 15 percent of the cost of the contract, not including the cost of materials, with its own employees. Under FAR 52.236-1 The contractor shall perform on the site, and with its own organization, work equivalent to at least 20 percent of the total amount of work to be performed under the contract. PROJECT DESCRIPTION The objective of this work effort is to Renovate building 1152. This project is design build. The work effort shall include: Demolition: Furnish all labor, material, disposal, and all supervision necessary to perform the work on the above referenced project, all in accordance with all federal, state, local regulations providing this proposal be accepted with the clarifications and qualifications. Demo all drywall from ceiling and walls, shower stall, two closets and closet doors. Demo wiring to old fire alarm, existing ceiling grid and light fixtures. Removal of all asbestos wall material at each unit location approximately 8sqft ea. Removal of all insulation and lateral ductwork located in the hallways. Removal and disposal of 25,000 SQFT of VAT floor tile on the first and second floors. Removal and disposal of 200 Ln Ft of TSI that may be hidden behind the transite walls in the restrooms and the laundry rooms. Removal and disposal of 8,000 Sq Ft of Asbestos Transite walls and ceiling panels throughout the building including the 1st and 2nd floor interior stairwells, restrooms, janitor closets, land laundry room. Removal and disposal of 12,000 Sq Ft of Asbestos containing Roofing material. Daily air monitoring and final visual clearance on the exterior, final air clearances on the interior and written reports by a certified Asbestos Consultant (AECG, INC) is required. Full containments on interior and barrier ribbon and signs postings on the exterior of the building. Containments to remain in place on the interior location until air clearances pass on each floor. Compliance with Laws and regulations: The Contractor will comply with all federal laws and regulations pertaining to this contract. Contractor will use CSTC PARKS EPA # and CSTC PARKS will sign all manifest. Carpentry: Frame and cover with sheet rock all exposed walls and holes, tape and texture, Windows shall have 1" x 4" wooden sill, all walls to be light sanded. Rooms to be primed and painted one coat primer two coat of semi gloss finish. All walls to be knock down texture, all walls to be insulated. All sheet rock to have 5/8" sheet rock, all sheet rock around tub to be Green Board. Install inspection door under shower drain 16" x 16". Install new doors and hardware in bathroom. Doors & Frames Furnish and install the doors as follows: Install 64 new 2' 8" interior doors and frames, Exterior doors Fire doors (18) to be of a metal type, 10 doubles and 8 singles. Drywall repairs through out all the rooms, around the new units. Install new 2' x 4' standard ceiling grid with tiles, Approx. 5500 sq ft in the hallways. Cut and reframe all holes through the perimeter walls of the building. These holes will be modified to accept the new units. Frame in new 4" x 4" supports after the walls are cut open to receive the new units. All doors and frames will be replaced in like sizes. All frames will be KD metal thresholds, Metal doors shall be hollow 16 Ga., 1-3/4" with 20 minute rating and provided with rubber silencers. Wood doors shall have solid core with birch facing, 1-3/4" standard paint grade. All hinges shall be 4-1/2" x 4-1/2". Panic devices shall have mortise with thumb pieces with surface vertical rod, no exterior trim, and open back strike. All doors shall have kick plates. All exterior doors shall have a door sweep with weather- stripping at head and jambs. Note that all hardware shall have a satin/dull chrome finish. Hinges- primed for paint, full mortise, HD, ball bearing, per ANSI A 156.1 and NSI A 156.7. Provide 1.5 pair of hinges per door. All exposed hinges on exterior doors shall be non-removable pins. Door bumper- cast aluminum, floor type. Exterior doors and Stair well doors glazing shall be 8" x 22" vision panels with wire glass. Door closure shall be surface mounted, Norton 1700 series. Weather stripping at jambs and heads shall be surface applied metal strip with neoprene bulb. Double door seal leaves shall have pile-type stripping with aluminum strip backing complying with AAMA 701.2. Door bottom sweeps shall be extruded aluminum with neoprene seal. Threshold shall be extruded aluminum. Lockset: Passage latch sets, Schlage AL series. Panic devices, Von Duprin 99 series. Cipher lockset, mechanically operated push button units with master key bypass capability, and changeable by authorized key access. Keys cores shall be "C" type keyways. Electrical: Primary and Secondary Power Main breaker 150 AMPS 6 sub panels 50 AMPS 2 secondary panels 30 AMPS Fire alarm sub panel 30 AMP 240 volt (1) Secondary panel (Heat 240 Phase 30 AMP) (1) Power supply for fire alarm. Distribution panel powered from secondary panel. (2) Hot water heaters powered from 120 outlets in boiler room. Install 30 new standard 2' x 4' light fixtures to serve the hallways. Install eight sets of dual light switching to serve the hallways. Install 12 new emergency lights with exit signs to serve the hallway. The room units will all have surface mounted receptacles 208 volts, Single phase, 20 amp located not more than 2' away from the new HVAC units (inside each room). Replace all light switches, wall plugs and cover plates in all rooms. Install ceiling fans in each room with three way switches. Once at entrance and one at bathroom door. Install one heat lamp in bathroom ceiling with timer switch. Install wall mounted hair dryer and one GFCI convenience outlet above vanity. Install exhaust fan in bathroom with 100 CFM capacity vent, ducting to be 4" Bathroom, Wiring for heat lamp and hair dryer will run to separate junction boxes. Provide electrical service to all suites as required. Install three compact fluorescent down lights on side of mirror and two-sconce lights one on each side of window on one switch. Incandescent light bar over mirror, switched separately. Light switches will be three way. Fire alarm detectors to be relocated Plumbing: Plumbing in bathrooms Re-plumb drain plumbing from second floor bathroom Second floor unit shall b re-plumbed while ceiling is demolished Supply lines under building shall have handled ball valves All drain plumbing will be housed in wall between existing closet and bathroom All hot and cold water pipe will be M type copper; hot water pipe will be insulated Tub to be cast iron, sliding glass door aluminum frame with tempered glass Shower door to have single handle. Tub wall to be covered with cultured marble. Marble to be above tub door. Tub wall to have corner shampoo dish and soap dish. Tub long wall to have grab bar. Showerhead pulsating type. Install backing in wall for grab bar, Single sink will be installed in a cultured marble lavatory top Lavatory to have recessed facial and toilet tissue dispenser, Install vanity mirror over lavatory, Toilet Toilet elongated combination toilet shall be 12" (30.5cm) rough-in. Toilet shall have 11-1/8"(28.3cm) x9-1/2"(24.1cm) water area. Toilet shall be at comfort height. Toilet shall be 1.6 lgpf (6lpf) with Ingenium flushing system. Toilet shall have 2" (5cm) glazed trap way. Toilet shall include polished chrome trip lever. Toilet shall be ADA compliant with 16-1/2" (41.9cm) high bowl. Toilet shall have a seat. Seat shall be heavy weight and injection-molded of solid plastic. Seat shall be open front less cover for elongated bowl and feature large molded-in bumpers. External check hinges to be stainless steel post that stop seat 11 degrees beyond vertical. Use stainless steel hardware color to be white with white hinges. Lavatory The lavatory with back shall be 21-1/4" (54cm) in length, and 18-1/8" (46cm) in width. Lavatory shall be made of vitreous china. Lavatory shall be wall mounted with hangers. Lavatory shall have 4" (10.2cm) centers (K-2005), 8" (20.3cm) centers (K-2006), or single-hole (K-2007) drilling. Lavatory shall have overflow. Lavatory shall be ADA compliant. Lavatory shall be drilled for concealed arm carrier. Lavatory shall be white in color. Faucet Single -handle lavatory faucet with metal 50/50 waste assembly. Metal construction chrome plated " IPS connections. Pivot action lever style handle, temperature controlled through 180' degree arc on the handle travel. Aerator is limited to 2.2 gpm max (8.3L/min) non metallic/nonferrous and stainless steel material, can accommodate reversed piping and back-to-back installations. Shield cover isolators shall be ADA compliant and APMO/UPC listed, soft and pliant, smooth vinyl coated surface insulated with foam 1/8" thick. Interior closed cell foam shall be tested to ASTM-E-84 (fire rated not to exceed a flame spread rating of "10" and smoke density of "0"). Surface shall have non-abrasive, non- absorbent, easy to clean one piece U/V inhibited surface to prevent discoloration, with no hard protrusions and with antimicrobial properties. Isolators shall be attached to piping with dual fastening system of full-length 1" Velcro fastening strip and non-metallic, tamper resistant, self-locking, heavy duty US government approved clips, and have a continuous weep seam to provide for air circulation and drainage of leakage and condensate. The stop valve cover shall offer easy access to valve handle for service. Painting: Paint the entire interior and paint all exposed conduit on the exterior of the building. (One primer coat and two finish coats, color semi gloss) Flooring: RESILIENT SHEET FLOORING Provide Vinyl Sheet Flooring, nonlayered and nonbacked, 1.83 m wide, having a nominal total thickness of 0.080 in. (2.0 mm). The polyurethane-coated wear surface shall be composed of polyvinyl chloride resin, plasticizers, stabilizers, fillers, and pigments comprising a through-grain vinyl chip visual with pattern and color uniformly dispersed throughout the entire thickness. The design shall merge subtle color accents with a detailed, terrazzo-like image providing a monolithic appearance. Vinyl sheet flooring shall meet ASTM F 1913, "Standard Specification for Vinyl Sheet Floor Covering without Backing." Provide patterned vinyl weld rod intended for heat welding of seams. Color shall be compatible with field color of flooring. Provide transition/reducing strips tapered to meet abutting materials. Provide resilient edge strips of equal gauge to the flooring, vinyl or rubber composition, tapered or bull nose edge, with color to match or contrast with the flooring, or as selected by the Architect from standard colors available. Provide metal edge strips of required thickness to protect exposed edges of the flooring. Provide units of maximum available length to minimize the number of joints. Use butt-type metal edge strips for concealed anchorage, or overlap-type metal edge strips for exposed anchorage. Unless otherwise shown, provide strips made of extruded aluminum with a mill finish. Examine sub floors prior to installation to determine that surfaces are smooth and free from cracks, holes, ridges, and other defects that might prevent adhesive bond or impair durability or appearance of the flooring material. Inspect sub floors prior to installation to determine that surfaces are free from curing, sealing, parting and hardening compounds; residual adhesives; adhesive removers; and other foreign materials that might prevent adhesive bond. HVAC: The hallway ductwork to remain above the new T-Bar ceiling from Mechanical rooms. New registers required in hallways for heating only. Patch and Fire caulk all holes and penetrations. Cap off all (no longer in use) electrical and gas feeds back to approved receptacle's, Provide & install 68 PTAC (Package through the Wall), 208 volts, Single phase, 20 amp, 11,800 BTU Cooling, 10,600 BTU heat with a 2 KW Backup Electric heater. 1. Custom color - Architectural louvered condenser grill. 2. Wall Sleeve Insulated with weatherboard. 3. Condensate drain kit. 4. Insulated Nema, 20 amp, wall plug. 5. Freeze control. 6. LED Diagnostics. 7. 10.7 EER. 8. With Automatic Emergency heat. Complete Computer Aided Design Drawings Perform daily cleanup while the job is in progress Final clean up to be performed when the job is complete The Design portion must be accomplished by qualified, experienced, professional A-E multi-discipline firms. These A-E firms must be capable of: design analysis, planning, development, CADD, professional services, pre-design site-assessment, feasibility and concept studies, design, geotechnical investigations and reports, environmental investigations, studies, and reports, abatement and sampling, construction documentation, cost estimates, value engineering, life cycle costing, post design-shop drawing review, construction phase services, and construction administration. Additional services include but are not limited to: seismic design, topographic and boundary surveys to include mapping and analysis (including data collection and verification), historical and cultural resource investigations, design review, seismic analysis, design construction cost reconciliation, environmental testing, statement of work review, site surveys and evaluations, remediation design, and Environmental Protection Agency (EPA) compliance for hazardous materials such as petroleum products, automotive chemicals, asbestos, lead and radon. The contractor is also required to have expertise and knowledge of the design of Anti-Terrorism/Force Protection (AT/FP) requirements, security and communications systems, fire protection and life safety systems, and other technical services as may be required. All work must be performed by or under the direct supervision of licensed professional Architects or Engineers. AE disciplines required to comply with the above requirements include but are limited to, registered architect, registered civil engineer, registered electrical engineer, registered mechanical engineer, registered structural engineer, registered fire protection engineer, registered geo-technical (registered civil maybe acceptable if certified), registered environmental (registered civil maybe acceptable if certified), interior designer, landscape architect, community planner, certified environmental survey/design personnel, construction management CAPABILITY STATEMENT The following requests are designed to apprise the US Army Corps of Engineers, Sacramento District, of any prospective construction contractors' project execution capabilities. Please provide your response to the following. The submission is limited to 20 pages. 1) Offeror's name, address, point of contact, phone number, and e-mail address. 2) Offeror's interest in bidding on the solicitation when it is issued. 3) Offeror's capability to perform a contract of this magnitude and complexity and comparable work performed within the past 5 years - brief description of the project, customer name, timeliness of performance, customer satisfaction, and dollar value of the project) - provide at least 3 examples. 4) Offeror's type of small business and Business Size (Small Business, HUBZone, Service Disabled Veteran Owned and/or Small Business, 8(a)) 5) Offeror's Joint Venture information if applicable - existing and potential 6) Offeror's Bonding Capability in the form of a letter from Surety The Capabilities Statement for this sources sought is not expected to be a Request for Proposal or Invitation for Bid, nor does it restrict the Government to an ultimate acquisition approach, but rather short statements regarding the company's ability to demonstrate existing-or-developed expertise and experience in relation to the areas specified herein. Any commercial brochures or currently existing marketing material may also be submitted with the Capabilities statement. Submission of Capabilities statement is not a prerequisite to any potential future offerings, but participation will assist the Corps of Engineers in tailoring requirements to be consistent with industry capabilities. This synopsis is for information and planning purposes only and is neither to be construed as a commitment by the Government nor will the Government pay for information solicited. Respondents will not be notified of the results of the evaluation. After completing its analysis, the Government will determine whether to limit competition among 8(a), Service Disabled Veteran, HubZone or proceed with full and open competition as Unrestricted. Offers that do not meet all requirements or submit within the allotted time will not be considered. All interested contractors should notify this office in writing by email or mail by 5:00 PM Pacific Time on July 23, 2009. Submit response and information to: Mr. Rolando Camerino, CECT-SPK-A, Room. 878, US Army Corps of Engineers, Sacramento District, 1325 J Street, Sacramento, CA 95814 or Rolando.Z. Camerino@usace.army.mil.