SOW_B275_20160804_(002).pdf

Saher Kabiri saher.m.kabiri.civ@mail.mil

(925) 875-4628

STATEMENT OF WORK

Project Site Address:

275 8th Street Directorate of Physical Security

Parks Reserve Forces Training Area Dublin, CA 94568

Submitted by:

Directorate of Public Works – Engineering Division Parks Reserve Forces Training Area

Building 791 5th Street Dublin, Alameda County, CA 94568

Preparation Date:

05 May 2016 mailto:saher.m.kabiri.civ@mail.mil

GENERAL

Contracting Officer: TBD

Contracting Officer Representative: TBD

Technical Expert/DPW Engineering:

Saher Kabiri, Engineering Tech, DPW, 925-875-4628, Saher.m.kabiri.civ@mail.mil

Security Point of Contact:

Mr. Craig Creamer, Physical Security, (925) 875-4658, craig.w.cramer.civ@mail.mil

Antiterrorism Point of Contact:

Mr. Alan Brown, Antiterrorism Officer, (925) 875-4290, alan.m.brown10.civ@mail.mil

Fire Point of Contact:

Chief Andrew Allen, Fire Chief, DES, (925) 875-4901, andrew.m.allen14.civ@mail.mil

Safety Point of Contact:

Mr. Allan Graff, Safety Specialist, Garrison, (925) 875-4681, allan.j.graff.civ@mail.mil

PERFORMANCE

Performance duration will be from NOTICE TO PROCEED to 120 days.

TECHNICAL REQUIREMENTS:

Contractor shall submit completed DD Form 1354, Transfer and Acceptance of Military Property.

Grounds damaged by heavy equipment shall be repaired by contractor. The contractor shall provide at least (1) year warranty or manufacturer’s warranty, whichever is greater, on material and parts, and a (1) year warranty on labor. All work shall be done in accordance with the statement of work, manufacturer’s recommendations and latest applicable codes to include, UFC 3-600-01. All penetrations shall be protected by a fire stop system or device in accordance with NFPA 101 Life Safety Code, Chapter 8 Section 8.3.5.1*Fire stop System and Devices Required.

The Contractor shall provide signs, barriers, and barricades to provide a safe working area.

Requirements of occupational Safety and Health Act (OSHA), latest edition and U.S. Army Corps mailto:saher.m.kabiri.civ@mail.mil mailto:Saher.m.kabiri.civ@mail.mil mailto:craig.w.cramer.civ@mail.mil mailto:alan.m.brown10.civ@mail.mil mailto:alan.m.brown10.civ@mail.mil mailto:andrew.m.allen14.civ@mail.mil mailto:andrew.m.allen14.civ@mail.mil mailto:allan.j.graff.civ@mail.mil mailto:allan.j.graff.civ@mail.mil of Engineers “Safety and Health Requirements Manual”, latest edition, shall be strictly enforced and adhered to at all times at the job site. A complete and usable product shall be available upon completion of this project. Clean entire work site, haul all debris/packaging off of Parks Reserve Forces Training Area (PRFTA) to a State and County approved disposal site, and remove all contractor owned equipment and materials.

CONTRACTOR VETTING

All contractors, including subs, shall complete the online Force Protection Training (https://atlevel1.dtic.mil/at/) and provide C.O.R. with Antiterrorism Level I Awareness Training certificates of completion (.pdf file). All required vetting information includes the following:

(1) Full Legal Name (with suffix if applicable);

(2) SSN;

(3) Place of Birth (City & State or City, Province, & Country);

(4) Driver’s License Number and State of Issue, or State Issued ID;

(5) Current Address (not a post office box);

(6) Date of Birth;

(7) “A” Number on the Resident Alien Card (must carry card and/or work permit);

(8) Submit a signed and completed Release of Information form, available from the C.O.R.

Item # 1-7 should be submitted in a typed, legible list, form available from the C.O.R. All Resident Alien personnel must carry their Resident Alien Card and present it with Drivers License to the Gate Guard. All of the requirements of this paragraph must be completed before work is scheduled to start. Information shall be evaluated by the Security Force prior to approval given for these individuals to gain access to PRFTA.

PRECONSTRUCTION MEETING

The contractor shall schedule and attend a pre-construction meeting prior to scheduling or starting any work. To schedule this meeting at least one week in advance, contact Saher Kabiri, DPW,

(925) 875-4628; Monday through Friday, 8:00 A.M. to 4:00 P.M. In the pre-construction meeting the contractor will present a tentative starting date and schedule of work. (Do not schedule work to start the day of the meeting). Note: Work cannot commence until all personnel security vetting requirements are met.

This project will require work adjacent to a Federal Correctional Institution. Communications and/or interaction with inmates is strictly prohibited. All contractors will be briefed on this policy during the preconstruction meeting and will be required to sign a Memorandum of Understanding prior to commencing any work. Contractors found to be engaging in prohibited contact with inmates or violating the terms of the MOU will be subject to investigation with the possibility of prosecution to the fullest extent of the law. (Note: MICC Moffett and customer are has no authority/control/responsibility of any investigation conducted by Federal Correctional Institution.)

SCOPE OF WORK

Visitors Center B275 Interior

Parks Reserve Forces Training Area (PRFTA) Dublin, CA 94568

Date: TBD Location: PRFTA Access Control Point, Building 275, Directorate of Emergency Services Interiors Job: (SCK2979, GFEBS: 10881775, PAX:)

POC: Saher Kabiri, (925) 875-4628

1.1SCOPE. This Statement of Work (SOW) defines the effort required for the development and construction of the interior elements of Building 275 at the Access Control Point (ACP) Parks RFTA, Directorate of Physical Security (DES). Building shell has been constructed.

1.2Introduction. Parks Reserve Forces Training Area is a military installation located approximately 40 miles southeast of San Francisco in Alameda and Contra Costa Counties. The Army Reserve acquired this 2,478-acre parcel of land from the US Army in 1980. The primary mission is to provide an environment that supports individual, collective, and institutional training, as well as provide training facilities and selected installation services for the total force, especially U.S. Army Reserve components.

For almost a decade, the Army has been exploring the concept of a real property exchange (RPX), in which a portion of land within the Parks RFTA boundary would be exchanged for the construction of facilities on the installation. Phase One of the RPX includes the construction of a Visitor Control Center with finished mechanical, electrical and telephone and data utility rooms, two restrooms and a visitor reception area. The structure total square footage is 4,300, with approximately 1,400 square footage in the finished portion. The bulk of the interior of the structure is unfinished at approximately 2,900 square feet. The purpose of this contract is to provide a finished and operational visitor center and Camp Parks history display in the fashion of the attached conceptual drawing.

1.3General Information. The Contractor shall be responsible for providing PRFTA with a finished product in accordance with all applicable Federal (especially DoD, Army, and Army Corp of Engineers (USACE)), State of California, and local regulations & requirements. A complete and usable product shall be available upon completion of this project. The Contractor shall submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work.

The Contractor shall furnish all management, supervision, labor, materials, equipment and incidentals required for a broad range of minor construction work on the facility covered under this contract. Design and engineering required is at the level normally expected of a general construction contractor and considered incidental to the accomplishment of the scope of work provided by the government. The professional contractor is expected to identify all possible issues involved with completion of the intended outcome. Examples of services required from the contractor include: sizing and selection of mechanical and electrical equipment and systems; sizing of electrical circuits, electrical devices, heating and ventilating air ducts, fluid piping systems and structural framing members; lighting layout; fire detection systems; surveying; computer aided drafting etc.

In no case will proposals be accepted to allow for inclusion of betterments or enhancements after final layout has been approved by the government. Betterments and enhancements will not be considered unless the proposal meets the minimum requirements set-forth in this statement of work.

Safety of the Contractor’s personnel and equipment is the responsibility of the Contractor. The contractor shall provide all supervision/quality control, labor, equipment, materials and transportation to safely complete the project described herein and in accordance with the contract documents.

The Contractor shall determine and obtain all required permits necessary to complete the work.

All necessary permits shall be verified by the Directorate of Public Works.

The construction shall comply with the specifications and requirements contained in this Statement of Work and shall be in accordance with all applicable federal, state and local codes and regulatory requirements. The design and technical criteria contained and cited in this Statement of Work establish the minimum standards for construction quality

1.4General Requirements.

1.5Performance. Performance duration shall be 120 days after receipt of Notice to Proceed.

The Contractor shall work with/around the Government’s schedule to minimized interruption. The schedule will be discussed at the preconstruction meeting. Normal Work Hours are M-F 0730- 1630 Hrs.

The contractor shall schedule and attend a pre-construction meeting prior to scheduling or starting any work. To schedule this meeting at least one week in advance contact Saher Kabiri, DPW,

(925) 875-4628, Monday through Friday, 0700A.M to 3:30 P.M. In the pre-construction meeting, the contractor will present a tentative start work date and schedule of work. (Do not schedule work to start the day of the meeting).

All work shall be done in accordance with the statement of work, manufacturer’s recommendations and latest applicable codes to include, including but not limited to UFC 3-600- 01 and NFPA 72.

The Contractor shall provide signs, barriers, and barricades to provide a safe working area.

Requirements of occupational Safety and Health Act (OSHA), latest edition and U.S. Army Corps of Engineers “Safety and Health Requirements Manual”, EM-385-1-1, latest edition, shall be strictly enforced and adhered to at all times at the job site.

Grounds damaged by equipment shall be repaired by contractor.

A complete and usable product shall be available upon completion of this project.

Note: Work cannot commence until all personnel security vetting requirements are met.

2APPLICABLE DOCUMENTS. As a minimum, the following Building Codes shall be used for all construction under this contract. Compliance with the following authorities is not an option.

The most current editions and supplements of these standards shall apply. The Contractor shall have a copy of each of these documents available for use during the term of this contract. If there is a conflict between these codes and regulations, the most stringent requirements apply at all times.

UFC 3-600-01

National Fire Protection Association (NFPA 72) NFPA 11, Standard for Installation of Sprinkler Systems NFPA 70 (2011) National Electrical Code International Building Code

ADA

ANSI C2 / NESC

Uniform Plumbing Code Life Safety Code DoD Unified Facilities Criteria, http://www.wbdg.org/ccb/browse_cat.php?c=4 I3A Technical Criteria for the Installation Information Infrastructure Architecture Army Reserve IT Manual As-builts, Access Control Point Directorate of Physical Security Building 275

3REQUIREMENTS.

3.1General. Install all equipment level and plumb, unless otherwise indicated. Install all equipment to facilitate service, maintenance and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference with other installations. Install equipment to allow right of way to piping systems installed at required slope.

http://www.wbdg.org/ccb/browse_cat.php?c=4

No demolish material

All necessary precautions including but not limited to dust barriers, and daily removal of debris from the job site shall be performed to ensure the site remains clean and safe. The dumpsters on base shall not be used for job related refuse unless a specific provision has been made by PRFTA.

All existing features of the new structure shall be protected from debris, dust and damage.

Contractor shall perform a final cleaning of the building prior to delivery of the finished product to the Government.

3.2Submittals. The Contractor shall submit all product data and associated paper work for rebates and warranties for DPW approval prior to purchase or installation. Code compliance (i.e., evidence of compliance of the specified code requirements) is required.

The contractor shall provide at least one (1) year warranty or Manufacturer’s Warranty, whichever is greater, on material and parts, and one (1) year warranty on labor.

All submittals shall be approved by Contractor Quality Control prior to submitting to the Government. Government approval is required for submittals. The following shall be submitted in accordance with this Statement of Work (SOW) SUBMITTAL PROCEDURES:

Construction Submittals:

o Paint Primer and Paint o Ceiling Tiles o Doors o Lighting o HVAC o Fire Alarm and Suppression o Paints and Other Finishes o Safety Plan o Concrete Sidewalks o Quality Control Plan o Training Certificates

Pre-construction Submittals:

o List of Contact Personnel including phone, and e-mail address information.

o List of all Contractor/Subcontractor Personnel o Security vetting information

3.3As-Built. All proposals received MUST include the minimum requirements set-forth in this statement of work in addition to providing AS-built drawings at the completion of the project. In addition, all identifying numbers, marks and brand names for all equipment and fixtures installed must be provided to the government in Operations and Maintenance data format.

Contractor shall submit completed DD Form 1354, Transfer and Acceptance of Military Property.

3.4Work Requirements.

3.4.1 Architectural/Structural. Contractor shall construct 1,600 sf of partition wall in accordance to the conceptual drawings.

Paint all interior steel and new constructed walls with one coat of primer and two coats of layer finish color paint. Contractor shall submit paint color for approval.

Office Addition-Contractor shall build an office at the South/East corner of the existing office area (approximately 110 sf). Two walls will be erected to the roof, drywall, and painted to existing colors. Drop down ceiling to nine feet, adequate lighting. Contractor shall use Composition vinyl tile for the flooring, contractor shall install vinyl cove base and install four electrical outlets and two telephone and two communication drops. See drawing SFO-1.1 Rev 1 for interior door orientation, match existing door hardware. Contractor shall install the required fire suppression sprinklers in this office.

3.4.5 HVAC. Contractor shall submit shop drawings for the following: The contractor shall evaluate, develop, propose and install an all-electric heating and cooling Direct Digital Control (DDC) HVAC system. The area is approximately 2,900 SF with up to 12’ ceilings.

HVAC should have a Seasonal Energy Efficiency Ratio (SEER) rating between 14 to 19 and Heating Season Performance Factor (HSPF) or greater than or equal to 8. Unit(s) shall include a high efficiency two speed heat pump, with electric heat backup, variable speed fan unit and complete electrical disconnect switch.

Final testing shall be performed to balance entire system. Contractor shall deliver a completely functional and operating system.

3.4.6 Electrical. Contractor shall provide black finish track. The bottom of the track heads are 12’6” above the finished floor. Contractor shall install track and lights according to the attached drawing number SFO-5.1 Rev 1. Contractor shall install approximately 24 dimmer wall switches at the specified location shown on the drawings provided.

Contractor shall reuse and relocate three overhead fluorescent lighting existing fixtures to light the two closets see attached drawing. Contractor shall install 16 surface mounted duplex wall outlets

20” above the finished floor. The contractor shall install five surface mounted duplex ceiling outlets mounted to central ceiling I-beam. See attached drawing SFO-4.1 Rev 1 for layout of the outlets.

3.4.7 Fire Alarm and Suppression

a. Fire Alarm System Associated equipment to adequately protect building and personnel shall include heat detectors, smoke detectors, and strobes. It must be connected to existing fire alarm system.

b. Fire Suppression System Contractor shall modify existing wet pipe sprinkler system to handle ordinary hazards in the addition. Adjust Head height and location.

3.4.8 Carpet Tiles.

a. Delivery and Storage Materials shall be stored in a clean, dry, well ventilated area, protected from damage and soiling, and maintained at a temperature above 60 degrees F for 2 days prior to installation. Areas in which carpeting is to be installed shall be maintained at a temperature above 60 degrees F for 2 days before installation, during and for 2 days after installation. A minimum temperature of 55 degrees F shall be maintained thereafter for the duration of the contract. Traffic or movement of furniture or equipment in carpeted areas shall not be permitted for 24 hours after installation.

Other work which would damage the carpet shall be completed prior to installation of carpet.

b. Materials Contractor shall supply and install approximately 150 SY of new 24” x 24” carpet tile: Aladin go forward 24”x24” carpet tile in Ironworks by Mohawk or similar, direct glue to concrete flooring.

Contractor shall add black plastic edge extrusion to leading edge of carpet tiles where they meet the concrete flooring in the center of the gallery.

The contractor shall also provide 5% or 7 SY of the same carpet tile to DPW at the end of this project; the additional 5% of carpet tile is for future maintenance/replacement requirements.

Adhesive for carpet installation shall be waterproof and nonflammable as recommended by the carpet manufacturer.

c. Installation Before carpet installation begins, the surface to receive the carpet shall be swept broom clean and free of any foreign materials. Holes, cracks, depressions, and rough areas must be repaired using material recommended adhesive on a cleaned floor in each area designated for carpet and allow it to dry overnight. When the adhesive adheres tightly to the floor, the carpet shall then be applied.

Carpet shall be applied smooth, uniform and secure with a minimum of seams. Cutouts around items such as door jams, columns and ducts must be neatly cut and fitted securely.

After installation, the carpet must be protected from soiling and damage by covering it with heavy reinforced, non-staining paper or polyethylene film. The edges of the protective cover shall be lapped and secured to provide a continuous cover.

Contractor shall provide and install aluminum molding strips to protect the carpet edge where it meets a hard surface (e.g. at the transition from carpet to tile/sheet vinyl).

3.4.9 Floor Finish

a. Delivery and Storage The contractor shall ensure all materials delivered to the job site are in original, unopened containers and shall be stored according to the manufacturer’s recommendations

b. Materials Contractor shall apply a polyurethane coating to concrete flooring approximately 1,540 square feet as specified on drawing SFO -1.1 Rev 1.

c. Installation Contractor shall apply polyurethane according to manufactures recommendations.

Existing surfaces are to be prepared and filled as to provide a level & smooth surface before applying concrete coating. Install transitional strip where necessary. Expansion joints and saw cuts are to be caulk, and any change in elevation is to be shaved off to prevent tripping hazard.

3.4.10 Doors

Contractor shall provide and install three interior doors with KD metal thresholds equipped with rubber silencers. Wood doors shall have solid core with birch facing, 1-3/4” standard paint grade with a 20 minute labeled fire rating. All hardware shall match existing. All hinges shall be 4-1/2” x 4-1/2”. Provide 1.5 pair of hinges per door. Door bumper- cast aluminum, floor type. Lockset:

Passage lever handle latch sets with Schlagle AL series with key cores manufactured by BEST, type “C” keyways. Refer to attached drawing SFO-2.1 Rev 1 for door sizing and additional information.

3.4.11 Data and Telecommunications including Closed Circuit Television (CCTV) Contractor shall furnish, install and test all cabling, terminal blocks and all other equipment necessary for a building telecommunications cabling system in accordance with I3A and the AR IT Manual. Data cabling shall be Cat 6 in accordance with I3A.

Contractor shall use double gang electrical boxes of at least 2-1/8 inches (in) (54 millimeters [mm]) depth to provide dedicated space for current and possible future fiber optic cable (FOC) installation. Contractor shall specify 4-11/16-in (119 mm) square by 2 ¼ -in (57 mm) boxes for 1-in (27 mm) conduit installations and outlet boxes that have or may require fiber optic cabling. No surface mounted conduit shall be allowed.

Use Category (CAT) 6 cable for all voice and data circuits.

Copper outlets/connectors shall be TIA/EIA CAT6 for all projects. All connectors shall be 8- pin/8-position insulation displacement terminations wired as per T568A (default configuration) or T568B (if required to maintain system configuration uniformity, security or other user-specified reasons).

3.4.12 Paint Contractor shall refer to attached drawing SFO-3.1 Rev 1 for paint specification and areas to be painted. Contractor shall paint only newly erected walls in this area.

Window treatment- contractor shall apply SOLYX: SXWF-WM white matte to all windows and both entry/exit doors in the gallery. See attached drawing SFO-3.1 Rev 1.

Concrete Pads and Sidewalks All concrete shall be 2,500 psi. contain 4”x4” welded wire mesh. Sidewalks: 223 feet by 5 feet wide by four (4) inches thick.

CONCEPTUAL DRAWING, DIRECTORATE OF EMERGENCY SERVICES