SOW LRS Storage System.docx

Washington Air National Guard 1415 W El Paso Ave Fairchild AFB, Washington

STATEMENT OF WORK

FOR

Install B430 Warehouse Storage System

1 GENERAL REQUIREMENTS

1.1 PURPOSE

The purpose of this project is to provide and install a warehouse storage systems in B430 on Fairchild Air Force Base. All work shall be performed in accordance with federal, state, local laws and regulations, commercial standards, manufacturer’s recommendations, and this Statement of Work (SOW).

1.2 SITE VISIT

RESERVED

1.3 RESPONSE

Submit cost proposals to the CO. All responses must be in writing, using the request for proposal (RFP) form specified in the solicitation. All responses must be received by the date and time specified in the solicitation.

A. Offerors shall also provide the following information:

1. Brief scope of the process to install warehouse storage system.

2. Duration until completion to include delivery and installation.

3. Type of storage system proposed to meet the governments requirements.

1.4 CODES AND REGULATIONS

A. All work shall be accomplished in accordance with the following regulatory codes:

1. UFC 1-200-01 DoD Building Code

2. UFC 3-201-01 Civil Engineering

3. UFC 3-201-02 Landscape Architecture

4. International Building Code (IBC)

1.5 WORKMANSHIP

All work shall be accomplished in a professional manner by experienced and qualified tradespersons to the complete satisfaction of the Contracting Officer’s Representative (COR).

1.6 APPROVALS AND CHANGES

A. Any changes to the terms and conditions of the contract will be issued in writing by the contracting officer prior to commencement of work or incurring costs.

B. No deviation from approved plans, specifications and general notes will be permitted without written approval from the COR. Requests for deviations or substitutions must be submitted on a substitution request form available from the COR.

C. Any contractor driven change request shall be submitted through a request for information (RFI).

1.7 WARRANTIES

All work completed under this contract shall be guaranteed by the contractor against defects in materials or workmanship for a period of one year from date of final project acceptance.

1.8 SUBMITTALS

All submittals listed below shall be submitted after award at least ten working days prior to use on site, or as noted below.

A. INITIAL SUBMITTALS

1. RESERVED

B. PRODUCT SUBMITTALS

1. RESERVED

C. HAZARDOUS MATERIALS

1. Hazardous materials must be approved prior to start of work.

2. Submit one copy of the manufacturer’s Safety Data Sheets (SDS) for all hazardous materials used during the course of the project along with the following additional information:

a. Number of components in material if it is a kit

b. Container type

c. Unit of packaging (oz, gal, lb, qt, ea, etc.)

d. Package (can, drum, bottle, cylinder, etc.)

1.9 OPERATION AND MAINTENANCE MANUALS

A. RESERVED

1.10 MAINTENANCE PERSONNEL TRAINING

A. RESERVED

1.11 COORDINATION

A. The contractor shall coordinate all work with the COR.

B. Contact the COR five 14 working days in advance of mobilization on site and provide proper documentation to allow for processing of base access paperwork. This requirement includes deliveries of any kind.

C. Same day request and access is not always possible.

1.12 TEMPORARY FACILITIES

The contractor shall be provided reasonable access to existing electricity, water, and sewer utilities required to perform the work. Any work trailers or offices must be approved by the COR. If additional new temporary utility connections are required, the contractor shall pay for connections and service.

1.13 CONTRACTOR MATERIAL STORAGE

The contractor shall submit a request in writing for material storage or laydown areas not immediately inside the area of work. Exterior laydown requests must include a site plan schematic showing area in reference to existing buildings.

1.14 DAMAGE

The Contractor shall be responsible for any damage caused to any existing work areas during the entire performance of this project. The Contractor shall be responsible to rectify or replace any equipment damaged without additional expense to the Government.

1.15 QUALITY CONTROL

A. The Contractor is responsible for quality control. Inspections by the COR and/or government quality assurance personnel do not alleviate the contractor from their responsibility. The Contractor shall be responsible for all applicable material testing and special inspection activities necessary to ensure the project is constructed according to code.

1.16 SCHEDULES

A. The Contractor shall begin work within 10 calendar days after the issuance of the Notice to Proceed.

B. The period of performance shall be 120 days for this contract.

C. The COR will coordinate Contractor work schedules upon award.

D. The COR will notify the Contractor if a job site is located in a secure area.

1. The Contractor shall provide written notice to the COR at least three working days prior to working in secure areas.

2. The Contractor shall provide personnel that meet the requirements to work within the secure areas without escorts.

3. The COR will provide a letter to the Contractor granting permission for work within secure areas.

a. The notice shall include working hours, location of work, and number of workers.

b. The Contractor shall keep this letter on the jobsite at all times.

1.17 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES

A. Access and General Protection/Security Policy and Procedures. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the COR. The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

B. For Contractors that do not require CAC but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31- 101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

C. All commercial, contractor, and sub-contractor’s vehicles are subject to random inspections each time they enter the base.

D. If badges will be issued, they will be issued by the 92d Security Forces Squadron (SFS) to the contractor through the 141 CES COR. Badges shall be issued, tracked, and collected in accordance with instructions from Security Forces.

1. The following are the requirements and procedures for the contractor:

a. Contractors working in Controlled or Restricted areas or any areas on the flightline must be issued a specific contractor identification badge or be escorted. (Parts of this project are located on the flightline)

1.18 HOURS OF WORK

A. Normal hours of operation for construction on the Air National Guard campus, Fairchild Air Force Base are 6:00 am through 4:30 pm Tuesday through Friday, excluding any federally recognized holidays.

B. Requests to work outside the normal work hours must be made to the COR at least three working days in advance. The COR may reject requests at the convenience of the government. Failure to make requests at least three working days in advance may result in being denied base access or being required to leave the base.

1.19 CUTTING AND PATCHING

A. Cutting and patching includes cutting into existing structures to provide for the performance of the work and subsequent fitting and patching as required to restore surfaces disturbed, damaged or otherwise altered to their original or specified condition.

B. Visual Requirements: Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work. Remove and replace work judged by the COR to be cut and patched in a visually unsatisfactory manner.

C. If possible, retain the original installer or fabricator, or another recognized experienced and specialized firm to cut and patch.

D. Use materials for cutting and patching that are identical to existing materials. If identical materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics.

E. Restore surfaces of patched areas to match adjacent finishes. Where necessary, extend finish restoration into retained adjoining work in a manner, which will eliminate of patching and refinishing.

1.20 CLEAN-UP

A. The contractor shall clean up and remove from the site all rubbish. The contractor shall leave the premises in a clean, orderly and safe condition, acceptable to the COR.

B. Protect existing building or structures including exterior landscaping and interior contents from damage, dirt and dust during construction related activities.

1.21 ENVIRONMENTAL COMPLIANCE

A. Spill Notification: The contractor shall notify the COR upon spilling any quantity of hazardous materials/waste. Spill Containment Control and Countermeasures shall be provided by the contractor in accordance with 20 CFR 112.

B. Hazardous Materials Storage: Ensure all hazardous materials stored outdoors are placed in secondary containment in accordance with 40 CFR.

C. Hazardous Waste: All hazardous waste generated from the use of hazardous materials shall be disposed offsite. The contractor shall make the COR aware of all hazardous waste through the Hazmat disclosure process and provide all required documentation.

1.22 FACILITY SERVICE OUTAGES

If the project requires any facility utility outages, the contractor shall provide a written request at least 72 hours before planned outage period and receive approval from 141st CES COR before disconnection.

1.23 PARKING

Adequate on-site parking for contractor vehicles will be designated by the Government.

2 CONTRACTING MANPOWER REPORTING APPLICATION (CMRA)

Contracting Manpower Reporting: The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the Air Force collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. Contractors may direct questions to the help desk at http://www.ecmra.mil/.

3 DESCRIPTION OF WORK

The contractor shall verify all dimensions, elevations, and site conditions prior to starting construction. Install a pallet rack storage system in building 430 on Fairchild Air Force Base. The storage system shall include the following:

3.1 Storage System

A. Beams

1. For 6 PP sections, provide and install 54-inch beam pairs rated at 3,000 pounds (lbs) per pair. See Detail PDF for number of pairs per section and install heights.

2. For 8 PP, 10 PP and 12 PP sections, provide and install 108-inch beam pairs rated at 6,000 lbs per pair. See Detail PDF for number of pairs per section and install heights.

3. For 24 x XX and 40 x XX sections, provide and install beam pairs rated at 1,200 lbs per pair. The bottom beam pairs in these sections need to rest on the floor. See Detail PDF for number of pairs per section and install heights.

B. Uprights

1. Provide and install solid (non-bolted) 48-inch-wide, 21 foot tall uprights rated for 6 beam pairs (6,000 lbs per pair) for 6 PP, 8 PP, 10 PP and 12 PP sections.

2. Provide and install solid (non-bolted) 24 and 40-inch-wide, 10 foot tall uprights rated for 6 beam pairs (1,200 lbs per pair) for 24 x XX, and 40 x XX sections.

C. Carton Flow System

1. Provide and install Unarco RhinoDeck (or equivalent) carton flow system under each of the 8 PP sections. Each section will have 4 levels of rollers. Each level will have 6 16-inch carton flow lanes evenly spaced with a metal tilt tray in the front (see Pallet Rack PDF and carton flow section pictures). Roller track must have a capacity of 30 lbs per linear foot.

2. Provide and install beam pairs rated at 3,000 lbs per pair to install the carton flow system.

3. Provide and install a data plate on one beam of the carton flow system that faces the aisle of each section with the following information:

a. Manufacture’s name

b. Contract # - xxxx

c. Upright capacity – xxxx lbs each

d. Beam capacity – xxxx lbs per pair

e. Roller track capacity – xx lbs per linear foor

f. Manufacture date – month/year D. PPE Issue Counter

1. Proving and install 12 counters. Each counter will be 2 feet 6 inches wide, 6 feet long and 3 feet tall. Each counter will have a 30 x 72 x 1 ½ inch solid maple edge grain countertop supported by a Lista SC0750-0502FA 5 drawer SC750 cabinet (or equivalent) under one end and a bench leg support at the other end. The cabinet and bench leg support will be the standard Lista classic blue color.

E. Miscellaneous

1. Complete seismic analysis to determine floor anchoring requirements.

2. Bolt all upright to the concrete floor according to the seismic analysis recommendations.

3. Provide and install heavy duty (6-guage) waterfall pallet rack wire decking to cover the entire span of all beam sizes on all pallet racks.

4. Provide and install pallet rack front-to-back support brackets to evenly support the rack wire decking for the beam rating according to manufacture recommendation on all pallet racks.

5. Provide and install 6-inch spacing brackets between back-to-back pallet racks uprights according to manufacture recommendations.

6. Provide and install approximately 575 feet of 3x4x3/8 inch floor mounted guard rail as shown in the floor plan. Guard rail will have a 3x4x3/8 inch vertical gusset plate approximately every 4 linear feet.

7. Provide and install pallet rack shim plates under the uprights as needed to maintain a level rack system.

8. Provide and install a data plate on one beam that faces the aisle of each section with the following information:

a. Manufacture’s name

b. Contract # - xxxx

c. Upright capacity – xxxx lbs each

d. Beam capacity – xxxx lbs per pair

e. Manufacture date – month/year

f. Property of US Government

9. B430 floor is a 6-inch, 5,000 PSI concrete slab with #4 bar 12 inches on center.

3.2 Site Restoration

A. The contractor is responsible for restoring all site areas that are disturbed by the construction activities. Repair surrounding surfaces and structures impacted by construction.

3.3 ATTACHMENTS

A. Attachment A – B430 Pallet Rack Floor Plan B. Attachment B – Details C. Attachment C – Pictures

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