SOW_Standard_Magazine_Rehab_Amd_0001.pdf

Attachment 1 – Statement of Work May 5, 2017 Amendment 0001 July 11, 2017

STATEMENT OF WORK

Standard Magazine Rehabilitation Sierra Army Depot, Herlong, CA

1. SCOPE OF WORK

Contractor shall perform rehabilitation work for the Standard Magazine buildings as stated in this Statement of Work (SOW). Contractor will replace the existing concrete docks with new concrete docks; replace gutters and downspouts; replace steel doors with roll-up doors; replace steel windows with fixed vinyl windows; repair exterior brick cells in walls; and demolish existing asbestos ceiling at Sierra Army Depot (SIAD), Herlong, CA.

Period of performance is 365 calendar days.

2. DESCRIPTION

Each Standard Magazine building is approximately 220’x52’. Building numbers are 426, 427, 428, 429, 430, 435, 438, 439, 440, 441, 442 and 443. Contractors for asbestos abatement need to be certified and licensed by the state of CA. Building 435 does not have an asbestos survey, but shall be assumed to be similar to the other buildings.

Contractor will have access to two Standard Magazine buildings at a time, and shall coordinate with SIAD for scheduling and access.

There will be a Base Bid plus 4 Options. Base Bid will include Buildings 430 426, 427, 428, 429, 438, 439, 440 and 435 441. Option 1 will include Building 426 430; Option 2 will include Building 441 435; Option 3 will include Building 442; and Option 4 will include 443.

2.1 General Requirements

Provide construction services to include all labor, management, supervision, tools, materials, equipment and transportation to construct a complete and usable project per the SOW and all attachments.

Contractor shall sequence their work in such a manner that will limit duplication of effort.

General Contractor requirements shall include but are not limited to:

1. Any items that are new or reinstalled by the Contractor shall be tested to ensure proper functionality.

2. Work with COR and SIAD in order to facilitate their work with operations of each standard.

3. All work must comply with state and federal EPA regulations.

4. All workers must be trained and certified in accordance with state and federal EPA regulations.

5. Construction shall be in compliance with all applicable local, state, and federal standards.

6. Verify all existing conditions and dimensions.

7. Obtain all permits required to do the work.

8. SIAD shall be notified 30 days in advance of any utility outages.

9. Contractor is subject to all SIAD health and safety regulations and SIAD security requirements.

10. Maintain a clean work area during and after completion of work, and all construction debris and excess materials shall be removed upon completion of the job.

11. Use of Government trash cans, dumpsters or other waste receptacles is prohibited unless otherwise specified. When usage of Government trash cans, dumpsters or other waste receptacles are explicitly allowed in this RFP, Contractor shall coordinate with SIAD for the transportation and emptying of dumpsters and/or containers so as not to cause any delays in the performance of the contract.

12. Contractor dumpsters shall be secured in a fenced area or have a locking lid in order to prevent anyone other than the Contractor from using them.

13. Appropriate signs designated by fire, safety and security shall be provided by the Contractor and placed in work areas as directed.

2.2 Elevated Concrete Dock

Existing concrete docks are becoming weathered and are in need of replacement.

Replace the existing reinforced concrete docks of the Standard Magazine buildings as shown in Appendix 2.

Demolish dock, including footings on all buildings. Buildings 438, 441, 442 and 443 have a steel encasement on the front of the dock which will be demolished. Demolished materials shall be cut into sections of no larger than 10’ length and given to SIAD for disposal.

2.3 Gutters and Downspouts

Remove existing gutters and downspouts on each building. Provide and install approximately 440’ of new 4” galvanized steel gutters and 192’ of downspouts for each building. There are 12 downspouts on each building. The four downspouts that have an outlet through the dock shall be installed as shown in Appendix 2.

2.4 Steel Doors

1. Remove 60 qty. approximately 8’ high x 10’ wide existing steel doors, to be disposed of by the Government. Steel frames shall remain in place.

2. Provide and install 60 qty. approximately 8’ high x 10’ wide 22-gauge steel roll-up doors.

Doors shall be of like size, greater than or equal to the product information indicated in Appendix 5 (or approved equal) coiled roll up service door, 22 gage steel, Grey, wind load rated to manufacturer’s specifications, chain hoist operated, with full perimeter weather-seals.

3. Roll-up doors shall be exterior-mounted (Attachment 5). Attach using 3/8" threaded rods, drilled and epoxied into each concrete jamb at 16" on center. Ensure proper sizing, framing and anchoring for each door. All fasteners shall be galvanized steel.

4. Provide a chain hoist mounted on building exterior for each door.

2.5 Steel Windows

1. Remove 72 qty. approximately 3’-6” high x 5’-6” wide existing steel windows, to be disposed of by the Government. Steel frames shall remain in place.

2. Provide and install 72 qty. approximately 3’-6” high x 5’-6” wide fixed vinyl windows in accordance with Appendix 2. Attach using 3/8" threaded rods, drilled and epoxied into each concrete jamb at 16" on center. Ensure proper sizing, framing and anchoring for each window. All fasteners shall be galvanized steel.

3. Provide and install simple security grills sized to window and anchored to metal frame.

Fabricate channel frames with not less than two anchors at each jamb and ½” hardened steel bars spaced not over 4” both ways and welded to frame.

2.6 Exterior Brick Cells

Some exterior brick cells are damaged and likely too brittle for the grout to be cut and cells to be replaced. Therefore, brick cells shall be repaired by placing grout in any holes in order to seal from the weather, and by filling joints to ensure adhesion on any loose tiles. Assume 5 cubic yards of grout on each building for bid purposes.

Utilize modern, Portland cement-based mortar installed in accordance with manufacturer’s specifications. Color to match existing mortar.

2.7 Asbestos Ceiling

Remove approximately 220’x52’ area of interior transite ceiling panels, containing 45%-50% chrysotile, non-friable asbestos in good condition (see Appendix 1 Asbestos Survey) in each building in its entirety. Government will supply all disposal dumpsters and/or containers and dispose of removed asbestos panels. Safety requirements specified in Appendix 2 shall be followed.

2.8 Preconstruction Meeting

Prior to the initiation of work, a meeting will be held with the Contractor, USACE and SIAD to discuss matters of mutual interest concerning the contract. General conditions, work schedule, phasing and coordination, security, safety, permits, and other matters pertinent to work accomplishments will be discussed in this meeting.

2.9 Time Extensions for Unusually Severe Weather

Refer to contract section 00700, FAR 52.249-10, Default (Fixed-Priced Construction).

2.11 Authorities

Only a warranted Contracting Officer (either PCO or ACO) acting within their delegated limits has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract you shall not proceed with the change and shall immediately notify the Contracting Officer.

2.12 Liquidated Damages

The liquidated damages for this contract are $1,490 per calendar day for each day of delay.

3. CODES AND REFERENCES

References within the RFP are mandatory and shall be used as the basis of construction.

References to specific codes and standards within the Specifications may be out of date.

However, Contractor shall comply with all current edition of the codes and standards as of the date of contract award. References may not be all inclusive, and it is the Contractor’s responsibility to meet all applicable codes.

4. ENVIRONMENTAL COMPLIANCE

See Appendix 6 for SIAD-specific environmental requirements.

5. SUBMITTALS AND FINAL REPORTS

Submittals are required and shall be submitted to the COR for all material to be utilized and/or installed. Materials shall be in compliance with the Unified Facilities Guide Specifications (UFGS) and this SOW. All submittals from applicable specification sections shall be approved prior to commencement of work.

Contractor submittals shall be as specified in the Specifications and through coordination with the COR. Contractor shall also submit the below prior to installation of materials:

Catalog cuts and Manufacturer’s data on all equipment and materials used in the performance of the contract

All shop drawings, cut sheets, and structural plans

6. PROJECT SCHEDULE AND TIME CONSTRAINTS

All work shall be completed within 365 calendar days after contract Notice to Proceed of the contract. The time stated for completion includes final clean-up of the premises (FAR 52.211-10, Commencement, Prosecution, and Completion of Work). All work shall be accomplished during normal SIAD work hours, 0630-1700 Monday through Thursday.

7. QUALITY CONTROL AND SAFETY

All work shall be inspected by the Contractor’s Quality Control Officer and final inspection shall be performed by the Government representative prior to final payment. The Contractor shall assign a Site Safety and Health Officer (SSHO) to the project. The SSHO shall be different from the Quality Control Officer. The SSHO or an equally-qualified Designated Representative/alternate shall be at the work site at all times to implement and administer the Contractor's safety program and Government-accepted Accident Prevention Plan. The SSHO's training, experience, and qualifications shall be as required by UFGS 01 35 26.

8. SECURITY REQUIREMENTS

All contractor employees are required to have in their possession valid picture identification issued by the Department of Motor Vehicles or the United State Government. If the employee will be driving on Sierra Army Depot, the employee is required to have in their possession a valid driver’s license, a current vehicle registration, and proof of insurance for the vehicle. After the employee has produced all required information, he or she will be issued a pass for up to 3 days. If the employee will be required to work longer than 3 days, Corps of Engineers Sierra Project Office shall be notified and appropriate forms will be provided.

Contractor shall give the Corps of Engineers Sierra Project Office 72 hours notice for all new employees expected to come to work at Sierra Army Depot. This applies to employees with expired identification badges as well. The contractors shall direct all employees without a current contractor identification badge to the Pass and ID building at the below stated times to gain access to Sierra Army Depot. The Sierra Project Office will have available a sponsor who will act as an escort for the employees. The sponsor will be available between 0745 and 1330, Monday through Thursday.

All deliveries are to be scheduled with the Sierra Project Office in advance so that arrangements can be made for escort to the project site. All deliveries shall be made at the Truck Sierra Main Gate between the hours of 0900-1100 and 1300-1500, Monday through Thursday. All drivers and passengers are subject to the same requirement as listed above as well as their vehicle. The bill of delivery order shall have the delivery address clearly marked. All delivery vehicles will be searched prior to the gaining access to Sierra Army Depot.

The procedure for access to the construction work sites is subject to change at any given time as FPCON security status increases or decreases.

The Project is on a closed Base and, as such, only those persons granted permission may enter.

All contractors, including subs, shall complete the online Force Protection Training (https://jkodirect.jten.mil) and provide COR with certificates of completion and all vetting information in a Word Document via e-mail for both primary and sub-contractors prior to the pre-construction meeting. All required vetting information includes the following:

Full Legal Name (with suffix if applicable)

Drivers License Number and State of Issue, or State Issued ID

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

Submit a signed and completed Release of Information form. Items listed above should be submitted in a typed, legible list. All Resident Alien personnel must carry their Resident Alien Card and present it with Drivers License to the Gate Guard. This information must also be provided prior to the Pre-Construction meeting. All of the requirements of this paragraph must be completed before work is scheduled to start.

During construction, the Contractor shall permit base personnel access to the facilities within the work area. The Contractor shall provide protection to persons and property throughout the progress of the work.

In the event of a declared National Emergency the Contracting Officer may be required to stop work on this contract for security reasons. Contractor shall ensure the Contracting Officer has a current “Off Duty” contact name and telephone number at all times to facilitate notification.

The Contractor shall inform all personnel working under his jurisdiction (including subcontractor and visiting supplier personnel) that access to areas outside of the immediate work area, excluding direct haul and access routes, contracting and Civil Engineering offices and point of supply and storage, is prohibited. Circulation of said personnel will be limited to official business only. Persons in violation of the above will be apprehended and appropriately disciplined.

9. CONTRACTOR MANPOWER REPORTING

The contractor shall report ALL contractor labor hours including subcontractor labor hours) required for performance of services provided under this contract for USACE a secure data 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.cmra.mil.

10. POINTS OF CONTACT (POCs)

USACE: Sophie Ngu Project Manager (916) 557-7061 Pete Corona Project Engineer (530) 827-4424 SIAD: Jason Colbert DPW (530) 827-4293

11. POST-AWARD POINTS OF CONTACT

The Administrative US Army COE POC & ACO will be designated at the time of award. They will be responsible for verifying that the Contractors’ performance and completion of work is in accordance with applicable requirements.

Appendices

Appendix 1 – Specifications Appendix 2 – Drawings Appendix 3 – As-Builts Appendix 4 – Footings Appendix 5 – Product Information Appendix 6 – SIAD Environmental Requirements Appendix 7 – Photos Appendix 8 – AutoCAD Files (Will be Provided Post Award)

End Statement of Work