SOW_Monroe_Fire_Sprinkler_Rev_7_14_17.pdf

U.S. General Services Administration

Public Buildings Service Greater Southwest Region

1 SOW Monroe Fire Sprinkler

[June 6, 2017 Rev 7/14/17

Scope of Work

1. Project Title: [Install Wet Pipe Fire Sprinkler System]

2. Project Location: [LA0029ZZ

Monroe Federal Building and Courthouse 210 Jackson Street Monroe, LA

3. Building Location Hours: [This building is currently occupied; therefore the majority of this work will take place after normal business hours.

4. Purpose: [This project will provide a complete and functional wet pipe fire sprinkler system throughout the 2nd and 3rd floors. This system will tie into the water supply from the new combination sprinkler standpipes.]

5. Points of Contact:

5.1 Contracting Officer: [ Paul Shirlee

819 Taylor Street Fort Worth, TX 76102 Phone #: 817-978-3881

5.2 Project Manager: [Glen Keaton

700 W Capitol Ave, Suite 3423 Little Rock, AR 72201 Phone #: 501-324-6371

5.3 Other: [Type in NA if no other]

6. Notice to Proceed:

6.1 The Contracting Officer is the ONLY individual from the Government that can give the contractor a notice to proceed.

6.2 Before any of the work within the scope of the contract is started, the Contractor shall confer with the COR (Contracting Officer Representative) and agree on a sequence of procedure; means of access to premises and building; delivery of material and use of approaches; use of corridors, stairways, elevators, and similar means of communications; and the location partitions, eating spaces for spaces for Contractor’s employees and the like.

6.3 After a Notice to Proceed is given the Contractor has 1 day to provide schedule for projects less than 1 month, 7 days for projects lasting more than one month.

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7. Period of Performance: The total period of performance for this task order is 330 days.

180 calendar days are for design, shop drawing review by the GSA team, security clearance requirements and any submittal approvals. 120 calendar days for construction.

30 Calendar days for risk of historical improvements.

8. Description of Work: Contractor shall provide all materials, labor, tools, equipment and supervision to accomplish tasks as outlined in contractor documents.

Design build turn-key project for services to install a wet pipe fire sprinkler system in the historic 3-plus story, 42,000 square feet courthouse. The GSA FPE (Fire Protection Engineer) will provide the specification for the sprinkler project.

The building presently does not have sprinklers. The contractor shall provide a complete and functional wet pipe fire sprinkler system throughout the 2nd and 3rd stories. It should be noted, another contract will provide sprinklers to the basement, 1st floor areas, a new combination sprinkler riser standpipe, and an underground water supply to the building. This contract may be awarded first and the design and construction will have to ensure there is a complete system for the 2nd and 3rd floors.

Proposal shall include the work required for the combination standpipe as an option.

At this time, it is unknown if a fire pump will be required. GSA prefers not to utilize a fire pump if possible; however, if during calculations for this project (including the load from the basement and 1st floor) it is determined a fire pump is required, the contractor will notify the GSA PM and the GSA FPE immediately with requirements.

All sprinkler work shall be in compliance with GSA P-100 (2015 edition, Standard for the Public Building Service) and NFPA 13 (2013 edition) requirements. The sprinkler system shall utilize quick response heads, white, located center of tile, excluding any upright or detention style heads. The sprinkler system shall be designed using a minimum design area of 1,500SF and a water supply safety factor of 10%. All piping shall meet NFPA 13 and P-100 requirements. Fittings shall be cast iron or malleable threaded fittings. Threadable lightwall/thinwall pipe, Flex heads, Mechanical T’s and double escutcheon heads shall not be used. All construction crews shall work directly under the supervision of their NICET Level IV technician/foreman.

The building will be occupied; therefore a majority of this work shall be performed at night. Since the building is of historical significance, extreme care and caution shall be exercised when performing work, especially in the Courts area. Dust containment curtains shall be used to limit the spread of construction dust. Debris and dust from each evening’s activities shall be cleaned at the end of each work shift and ready for the tenants normal business activities.

The building roof and floor/ceiling assembly construction is reinforced concrete, Interior wall partitions are primarily CMU, gypsum, marble and plaster.

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The shop drawings shall be designed by a cognizant, NICET Level IV technician, acceptable to the GSA FPE. No FP construction work or notice to proceed shall begin until the proposed work, shop drawings and calculations have been approved by the GSA FPE who is the sole Authority Having Jurisdiction (AHJ) on federal property and is the interpreter of all Fire Protection codes, standards and designs.

Any technical discrepancies or issues shall be brought to the GSA FPE immediately for clarification and resolution.

The contractor’s proposal shall include all companies, partners, subcontractors, and proposed material and equipment supplies broken down with POC and their roles and responsibilities for the project.

9. Liquidated Damages: [Liquidated damages shall be $128.00 per calendar day beginning at 12 mid night the date immediately following the scheduled completion date and will continue until all work is completed and accepted by GSA. Time for performance shall be determined upon notification to proceed. The ordering official will review all justifications and any extensions of time will be made based on their decision. No work shall begin until all necessary parts and materials are on-site and available.

10. Sustainability: [Please refer to spec 01130 Section 1.4 Sustainability for All requirements, at a minimum the following will be required.]

10.1 Green Purchasing: See attachment 1: green purchasing requirements

10.2 Waste Diversion: Fourteen days from Notice to Proceed, the Contractor shall submit to the Project Manager an updated Non-Hazardous Solid Waste Management Plan attachment 2: Waste Diversion Plan, to include (not limited to):

a) List of materials Contractor will reuse

b) List of materials the Contractor will donate and name and address of donation recipient.

c) List of materials the Contractor will recycle and the name and address of the recycler. If Contractor receives recycling revenue, Contractor shall keep revenue and provide receipt for GSA for reference.

d) Name and location of solid waste landfill for non-diverted material.

11. Other Requirements: [NA

12. Submittal: [Submittals

12.1 Waste Diversion Submittal: Preconstruction

12.2 Waste Diversion Submittal: Post Construction

12.3 Green Purchasing items

12.4 Construction schedule/Phasing of work

12.5 As Built Drawings

12.6 Product Brochure information

12.7 Estimate

13. Attachments: [The following items will become part of the Scope of Work.]

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13.1 Attachment 1: Green Purchasing

13.2 Attachment 2: Waste Diversion Plan

13.3 Drawings and Layout.

14. Closeout Plan: [Project will be considered complete upon.]

14.1 Customer Acceptance

14.2 Final Punch list complete

14.3 GSA FPE Final Sign Off

14.4 Financial Closeoutt

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Attachment 1: Green Purchasing

Sustainability:

• Green Purchasing:

o The contractor shall refer to the “Green Procurement Compilation” for all products being installed in federal facilities. The Green Procurement Compilation can be found at https://sftool.gov/greenprocurement. The standards found in this compilation shall guide all product purchasing decisions as they relate to federal facilities.

o The use of the following standards (“Key Sustainable Product” or “KSP” standards) is mandatory for all contracts and task orders. See https://sftool.gov/green-products/1037/key-sustainable-products for more details.

Nylon Carpet: NSF 140 Gold certification and > 10% post-consumer recovered content.

Interior Latex Paint: < 50 grams per liter (g/L) VOCs post tint (i.e.

SCAQMD Rule 1113 standard).

Gypsum Board: Greenguard Gold Standard or 0 g/L VOCs.

Acoustical Ceiling Tiles: Meets California Section 01350 standard for low-VOC materials and total recycled content > 20% and recyclable in a closed loop process and USDA Certified BioPreferred and Environmental Product Declaration (EPD) available.

Concrete (ready-mix and site-mix): > 25% fly ash or > 15% ground granulated blast-furnace (GGBF) slag

A. For each KSP listed, the Contractor shall submit proof of compliance to the CO or his designee prior to the installation of the product or material. The CO’s designee shall verify compliance.

B. If the KSP materials listed above are 1) not reasonably available within a reasonable period of time; 2) fail to meet the performance standards set forth in the specification or fail to meet reasonable performance standards of GSA; or 3) are available only at an unreasonable price, only then can the Contractor use other types of products. In these cases the Contractor shall select products and materials, to the extent possible, which are the safest and most environmentally friendly. Exemptions must be submitted in writing and can only be approved by the CO.

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Attachment 2: Waste Diversion Plan

1. Submital Type: Pre-Construction or Final (Circle Appropriate Type)

2. ePM Number: ___________________ (Should receive from GSA PM)

3. Field Office: Circle Appropriate Field Office: (Oklahoma City, Tulsa, New Mexico, Little

Rock, Shreveport, Tyler, New Orleans, Baton Rouge, Dallas, Fort Worth, Lubbock, Houston, Austin, San Antonio, McAllen, El Paso)

4. GSA Project Manager: _________________

5. Contract Number:______________________

6. Categories to Track:

6.1 Carpet: (rolled or tiled) Weight(lbs):_____ Recover Method:___________

6.2 Architectural:(doors,windows,frames,millwork) Weight(lbs):_____ Recover Method:___________

6.3 Ferrous Metals: (structural steel, studs, rebar) Weight(lbs):_____ Recover Method:___________

6.4 Non-Ferrous: (wire, piping, duct) Weight(lbs):_____ Recover Method:___________

6.5 Aggregate: (concrete,brick,blocks) Weight(lbs):_____ Recover Method:___________

6.6 Plumbing Fixtures: (sinks,toilets,urinals) Weight(lbs):_____ Recover Method:___________

6.7 Furniture: (Systems, casual, equip.) Weight(lbs):_____ Recover Method:___________

6.8 Ceiling/Wall: (gypsum, tiles) Weight(lbs):_____ Recover Method:___________

6.9 Roofing: (Shingles, Paper, membrane) Weight(lbs):_____ Recover Method:___________

7. Landfill Hauler:___________________

8. Landfill Waste:____________________