RFQ - RFQ 1240LS25Q0009 - CONSTRUCTION - CIRCULAR 2025-1.pdf

Solicitation No: 1240LS25Q0009 Project Name: SOUTH FORK CHIMNEY REPAIR

FAC 2025-01 Nov 12, 2024

OMB APPROVAL NO. 2700-0042

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

RFQ 1240LS25Q0009

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFQ)

3. DATE ISSUED

11/27/2024

PAGE OF

PAGES

IMPORTANT - The “offer” section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

1142315

6. PROJECT NO.

7. ISSUED BY CODE 40LS 8. ADDRESS OFFER TO

USDA - Forest Service Procurement and Property Services (PPS) Contracting Service Area (CSA) #7 1749 West 500 South Salt Lake City, UT 84104 barclay.webster@usda.gov

9. FOR INFORMATION

CALL:

a. NAME B. Shane Webster

b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

(801) 908-1904

SOLICITATION

shNOTE: In Request For Quote “offer” and “offeror” means “quote” and “quoter.”

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

South Fork Chimney Repair

Uinta-Wasatch-Cache National Forest Utah County, Utah

The Government estimates the project magnitude to be LESS THAN 25,000.

Proposals are due by Wednesday, December 11, 2024, at 11:00 a.m. (Mountain Time) Local Time.

Proposal shall be e-mailed to: B. Shane Webster, CO at Barclay.webster@usda.gov It is the offeror’s responsibility to ensure that their proposal is received by the due date and time.

A site visit will be conducted Wednesday Dec 4, 2024, at 10:00 am (Mountain Time) Local Time.

Questions regarding this solicitation are due in writing to the CO, by Thursday December 05, 2024, at 10:00 am (Mountain Time) Local Time. Award is expected, on or about, Fri 13 Dec 2024

11. The Contractor shall begin performance within 10 calendar days and complete it within 30 calendar days after award.

award, notice to proceed. This performance period is mandatory, negotiable.

(See Section F, Clause 52.211-10)

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If “YES,” indicate within how many calendar days after award in Item 12b.)

YES NO

12b. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Emailed offers specified in Item 8 are due by 11:00 am MT, local time on Wednesday, December 11, 2024.

b. An offer guarantee is, is not required.

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

d. Vendor must be registered and active in SAM on the day of award to receive the award.

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Computer Generated Prescribed by GSA mailto:barclay.webster@usda.gov mailto:Barclay.webster@usda.gov

FAC 2025-01 Nov 12, 2024

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government within calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER

(Type or print)

20B. SIGNATURE

20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED: All

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c)( ) 41 U.S.C. 253(c)( )

26. ADMINISTERED BY CODE 84N8 27. PAYMENT WILL BE MADE BY

All invoices will be processed using the Department of Treasury’s Invoice Processing Platform (IPP), visit http://www.ipp.gov to learn more. Contractors must follow the instructions on how to register and submit invoices via IPP.

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return ____ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration slated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by reference in or

29. AWARD (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO

SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE

30C. DATE

31B. UNITED STATES OF AMERICA

31C. AWARD DATE

Computer Generated STANDARD FORM 1442 BACK (REV. 4-85) - FAR (48 CFR) 53.236-1(e) http://www.ipp.gov/

FAC 2025-01 Nov 12, 2024

THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS

B.2 SCHEDULE NOTES

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

Part 1: PROJECT SCOPE

C.1.1 SCOPE OF WORK

C.1.2 PROJECT LOCATION

C.1.3 SITE INFORMATION AND LIMITATIONS

C.1.4 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

C.1.5 WORK CAMPS, STAGING AND STORAGE AREAS

C.1.6 WASTE MANAGEMENT AND DISPOSAL

C.1.7 START DATE AND CONTRACT TIME

C.1.8 INSPECTION OF WORKSITE

C.1.9 SPECIFICATIONS

Part 2: GENERAL --- (SECTION 076200 - SHEET METAL FLASHING AND TRIM)

C.2.1 SUMMARY

C.2.2 PREINSTALLATION AND MEETINGS

C.2.3 ACTION SUBMITTALS

C.2.4 QUALITY ASSURANCE

C.2.5 MEASUREMENT AND PAYMENT

Part 3: PRODUCTS

C.3.1 PERFORMANCE REQUIREMENTS

C.3.2 SHEET METALS

C.3.3 UNDERLAYMENT MATERIALS

C.3.4 MISCELLANEOUS MATERIALS

C.3.5 FABRICATION, GENERAL

C.3.6 ROOF-DRAINAGE SHEET METAL FABRICATIONS

C.3.7 STEEP-SLOPE ROOF SHEET METAL FABRICATIONS

C.3.8 WALL SHEET METAL FABRICATIONS

Part 4: EXECUTION

C.4.1 INSTALLATION, GENERAL

C.4.2 UNDERLAYMENT INSTALLATION

C.4.3 ROOF FLASHING

C.4.4 ROOF-DRAINAGE INSTALLATION

C.4.5 CLEANING AND PROTECTION

Part 5: GENERAL --- (SECTION 233113 - METAL DUCTS)

C.5.1 SUMMARY

C.5.2 MEASUREMENT AND PAYMENT

C.5.3 PERFORMANCE REQUIREMENTS

C.5.4 SUBMITTALS

C.5.5 QUALITY ASSURANCE

Part 6: PRODUCTS

FAC 2025-01 Nov 12, 2024

C.6.1 RECTANGULAR DUCTS AND FITTINGS

C.6.2 ROUND DUCTS AND FITTINGS

C.6.3 SHEET METAL MINERALS

C.6.4 SEALANT AND GASKETS

C.6.5 HANGERS AND SUPPORTS

Part 7: EXECUTION

C.7.1 DUCT INSTALLATION

C.7.2 DUCT SEALING

C.7.3 HANGER AND SUPPORT INSTALLATION

C.7.4 CONNECTIONS

C.7.5 START UP

C.7.6 ARTICLE: LEAKPROOF FLASHINGS FOR MASONRY CHIMNEYS (SEE NEXT PAGE)

C.8 WORK OBJECTIVE

SECTION D--PACKAGING AND MARKING

D.1 PACKING AND MARKING

D.2 PROJECT LABELING FOR OFFICIAL CORRESPONDENCE

SECTION E--INSPECTION AND ACCEPTANCE

E.1 CLAUSES

SECTION F--DELIVERIES OR PERFORMANCE

F.1 CLAUSES

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 CLAUSES

G.2 OTHER REQUIREMENTS

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 CLAUSES

H.2 OTHER REQUIREMENTS .................................................................................................... Error! Bookmark not defined.0

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

I.1 CLAUSES

PART III--LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J--LIST OF ATTACHMENTS

J.1 ATTACHMENTS

PART IV--REPRESENTATIONS AND INSTRUCTIONS

SECTION K--REPRESENTATIONS, CERTIFICATIONS, AND OTHER STATEMENTS OF OFFERORS OR RESPONDENTS

K.1 PROVISIONS

SECTION L--INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR RESPONDENTS

L.1 PROVISIONS

L.2 QUOTE PREPARATION INSTRUCTIONS:

SECTION M--EVALUATION FACTORS FOR AWARD

M.1 PROVISIONS

M.2 QUOTE EVALUATION

M.3 TECHNICAL EVALUATION FACTORS …………………………………………………………………………………………………………………………….32

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS

Item Description QTY U/I Unit Price Extended Price

01: North chimney flue repair 1 EA $ $

02: South chimney flue repair 1 EA $ $ 03: Chimney top metal cover repair 1 EA $ $ 04: Chimney flashing replacement 1 EA $ $ 05: Manlift 1 EA $ $ Total Without Optional Item $ Optional Bid Item:

06 Northwest metal gable rake flashing cover replacement 1 LFt $ $

Total with Optional Item $

B.2 SCHEDULE NOTES

Note: One award will be made from this solicitation; contractors must submit pricing for all items.

Note: Vendor may not submit a quote that does not meet ALL specifications of ALL items as written.

Note: Vendor must be registered and active in SAM as a Small Business to submit a quote.

Note: No late quotes will be accepted.

Note: Items labeled as optional are not required to be exercised by the government. If exercised, the contractor shall be required to perform the optional work in accordance with the terms and conditions of this contract.

FOB: Destination Origin Payment will be made via EFT. Invoice using IPP.Gov Set Aside For: Large Business Small Business WOSB SDVOSB Hubzone 8(a)

Must be to quote X

NAICS Code: 238350 Size Standard: $16.5 MIL **MUST HAVE ALL INFO BELOW** Failure to sign voids your quote!

Company Name:

Rep’s Name:

Signature: (Must Sign)

Phone:

Email:

Mailing Address:

SAM UEID #

SAM Expiration

Date you can deliver

FAC 2025-01 Nov 12, 2024

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

PART C.1 - SCOPE

C.1.1 SCOPE OF WORK --- (SECTION 076200 - SHEET METAL FLASHING AND TRIM)

A. This project includes.

• Repair of (2) chimney exhaust flues and flashing around the chimney B. The work includes.

• Removal & repair of damaged exhaust vents, including a transition from square to round, and diffuser screens to keep out birds.

• Replace chimney flashing on all 4 sides of chimney. See specifications & Appendix A

• Modify or replace top flat metal chimney cover. Seal for long term ALL JOINTS & SEAMS.

C. Optional work that may be awarded includes all work described above associated with:

1. Option #1: Replace northwest side of Forest Service Home metal gable rake flashing cover replacement cap that shows significate signs of damage

D. Quantities associated with these options are identified in the Schedule of Items, B1

C.1.2 PROJECT LOCATION

A. The project is located in the Pleasant Grove Ranger District of the Unita-Wasatch-Cache National Forest, Utah County, Utah, USA, at 40.453062°N 111.661194°W. It is located approximately 5.14 miles up American Fork Canyon state HWY 92, State of Utah.

C.1.3 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. Construction sites will be open to the residents during construction. The Forest Service will issue a closure order to the residents of Forest Service home residents if /when overhead work is to be done. The Contractor shall

2. be responsible for signing and limiting public access, from around the occupied Forest Service Home, during construction. Above home location is indicated by GPS coordinates, any questions about property location or work to be done to the FS home, are to be directed to the CO or COR.

3. All construction equipment shall be pressure washed before entering National Forest System lands. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brush-guard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations. All equipment will be inspected by the FS prior to bringing on to FS land at the jobsite. It will be at vendors cost if rejected.

4. Water is available at the site for construction purposes. Utilities are available at the site for construction purposes.

5. Toilet facilities ARE NOT AVAIBLE at the site. The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work OR may use campground facilities a few miles away from job site.

C.1.4 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the contractor and reviewed by the COR.

Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD).

All traffic control signs shall be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around.

Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

C.1.5 WORK CAMPS, STAGING AND STORAGE AREAS

A. submit a site plan showing proposed staging areas, access and parking locations, locations for field offices, and storage

FAC 2025-01 Nov 12, 2024 areas for review and approval by the CO.

B. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage trailers on site.

C. No overnight camping will be allowed on site.

C.1.6 WASTE MANAGEMENT AND DISPOSAL

A. Waste Management Plan: Submit a copy of plan within 14 days of date established for the Notice to Proceed.

B. Processing waste material for salvage and recycling is encouraged.

C. The Contractor shall provide and maintain appropriate waste disposal containers or bins at the project site for the duration of the project construction. Verify with Contracting Office for placement of disposal containers and bins on the project site.

D. Waste material and debris shall be picked up and deposited in the waste disposal bins daily. Containers must be emptied on a weekly basis unless more frequent emptying is needed.

E. Burning or burying of construction waste material on site will not be permitted. Material shall be disposed of in accordance with the Waste Material Disposal specification.

C.1.7 START DATE AND CONTRACT TIME

A. Start Date: On or about 13 Dec 2024 (Upon Award)

B. Base Quote: 120 Calendar Days.

C. Option #1: 120 Calendar days.

C.1.8 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

C.1.9 SPECIFICATIONS

A. The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to or are included in payment for other pay items in this contract. These items are considered incidental, and no additional compensation will be made.

Specifications:

076200 SF-Sheet Metal Flashing and Trim.Steep.Slope 233113 Metal ducts Attachment 2 Counter Flashing .00005- Work Objective Schedule of Items B1

PART C.2 – GENERAL

C.2.1 SUMMARY

A. Section Includes:

1. Formed steep-slope roof sheet metal fabrications.

2. Window and wall flashing.

C.2.2 PREINSTALLATION AND MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

C.2.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

FAC 2025-01 Nov 12, 2024

B. Shop Drawings: For sheet metal flashing and trim.

1. Include plans, elevations, sections, and attachment details.

2. Distinguish between shop- and field-assembled work.

3. Include identification of finish for each item.

4. Include pattern of seams and details of termination points, expansion joints and expansion-joint covers, direction of expansion, roof-penetration flashing, and connections to adjoining work.

C.2.4 QUALITY ASSURANCE

A. Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance.

B. Mockups: Build mockups or drawings or attain COR approval to verify selections made under Sample submittals to demonstrate aesthetic effects and to set quality standards for fabrication and installation.

1. Build mockups or drawings or attain COR approval of typical roof edge eave, fascia trim, approximately 10 feet long on the building. The mockup can be incorporated into the work.

C.2.5 MEASUREMENT AND PAYMENT

A. No separate payment will be made for the work included under this section; rather payment will be considered to be included in the items of work listed in the Schedule of Items.

PART C.3 – GENERAL

C.3.1 PERFORMANCE AND REQUIREMENTS

A. General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.

B. Sheet Metal Standard for Flashing and Trim: Comply with National Roofing Contractors Association's "The NRCA Roofing Manual" and Sheet Metal and Air Conditioning Contractors' National Association, “SMACNA's Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated.

C. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes.

1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces.

C.3.2 SHEET METALS

A. General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping.

B. Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to ASTM A 653/A 653M, G90 (Z275) coating designation; pre-painted by coil-coating process to comply with ASTM A 755/A 755M.

1. Surface: Manufacturer's standard clear acrylic coating on both sides.

2. Exposed Coil-Coated Finish:

a. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions.

3. Color: As selected by COR from manufacturer's full range.

C.3.3 UNDERLAYMENT MATERIALS

A. Self-Adhering, High-Temperature Sheet: Minimum 30 mils thick, consisting of a slip- resistant polyethylene- or polypropylene-film top surface laminated to a layer of butyl- or SBS-modified asphalt adhesive, with release-paper backing; specifically designed to withstand high metal temperatures beneath metal roofing. Provide primer according to written recommendations of underlayment manufacturer.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that http://www.specagent.com/Lookup?ulid=5148

FAC 2025-01 Nov 12, 2024 may be incorporated into the Work include, but are not limited to the following:

a. Grace Construction Products; W.R. Grace & Co. -- Conn.

b. Owens Corning.

c. Protecto Wrap Company.

2. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F or higher.

3. Low-Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F or lower.

B. Slip Sheet: Rosin-sized building paper, 3 lb/100 sq. ft. minimum.

C.3.4 MISCELLANEOUS MATERIALS

A. General: Provide materials and types of fasteners, solder, protective coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal or manufactured item unless otherwise indicated.

B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal or manufactured item.

1. General: Blind fasteners or self-drilling screws, gasketed, with hex-washer head.

a. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory-applied coating. Provide metal-backed EPDM or PVC sealing washers under heads of exposed fasteners bearing on weather side of metal.

b. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened.

c. Spikes and Ferrules: Same material as gutter; with spike with ff matching internal gutter width.

2. Fasteners for Zinc-Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329.

C. Solder:

1. For Zinc-Coated (Galvanized) Steel: ASTM B 32, Grade Sn50, 50 percent tin and 50 percent lead or Grade

Sn60, 60 percent tin and 40 percent lead.

D. Sealant Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealant tape with release-paper backing. Provide permanently elastic, non-sag, nontoxic, nonstaining tape 1/2 inch wide and 1/8 inch thick.

E. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight.

F. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant; polyisobutylene plasticized;

heavy bodied for hooked-type expansion joints with limited movement.

G. Bituminous Coating: Cold-applied asphalt emulsion according to ASTM D 1187.

H. Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application.

C.3.5 FABRICATION, GENERAL

A. General: Custom fabricate sheet metal flashing and trim to comply with details shown and recommendations in cited sheet metal standard that apply to design, dimensions, geometry, metal thickness, and other characteristics of item required. Fabricate sheet metal flashing and trim in shop to greatest extent possible.

1. Obtain field measurements for accurate fit before shop fabrication.

2. Form sheet metal flashing and trim to fit substrates without excessive oil canning, buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems.

3. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view.

B. Expansion Provisions: Form metal for thermal expansion of exposed flashing and trim.

1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant concealed within joints.

2. Use lapped expansion joints only where indicated on pictures.

C. Sealant Joints: Where movable, non-expansion-type joints are required, form metal to provide for proper installation of elastomeric sealant according to cited sheet metal standard.

http://www.specagent.com/Lookup?uid=123457006067 http://www.specagent.com/Lookup?uid=123457006065 http://www.specagent.com/Lookup?uid=123457006072

FAC 2025-01 Nov 12, 2024

D. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal.

E. Fabricate cleats and attachment devices of sizes as recommended by cited sheet metal standard for application, but not less than thickness of metal being secured.

F. Seams: Fabricate nonmoving seams with flat-lock seams. Tin edges to be seamed, form seams, and solder.

C.3.6 ROOF-DRAINAGE SHEET METAL FABRICATIONS

Inform the COR if there is any damage to the downspouts, drain-pans or hanging gutters while repairing the fascia.

C.3.7 STEEP SLOPE ROOF SHEET METAL FABRICATIONS

A. Roof Edge Flashing and Fascia Cap: Fabricate in minimum 96-inch- long, but not exceeding 12-foot- long sections.

Furnish with 6-inch- wide, joint cover plates.

1. Fabricate from the Following Materials:

a. Galvanized Steel: 0.028 inch thick.

b. Aluminum-Zinc Alloy-Coated Steel: 0.028 inch thick.

B. Base Flashing: Fabricate from the following materials:

1. Galvanized Steel: 0.028 inch thick.

2. Aluminum-Zinc Alloy-Coated Steel: 0.028 inch thick.

C. Counterflashing: Fabricate from the following materials:

1. Galvanized Steel: 0.022 inch thick.

2. Aluminum-Zinc Alloy-Coated Steel: 0.022 inch thick.

C.3.8 WALL SHEET METAL FABRICATIONS

A. Opening Flashings in Frame Construction: Fabricate head, sill, jamb, and similar flashings to extend 4 inches beyond wall openings. Form head and sill flashing with 2- inch-high, end dams. Fabricate from the following materials:

1. Galvanized Steel: 0.022 inch thick.

2. Aluminum-Zinc Alloy-Coated Steel: 0.022 inch thick.

PART C.4 – EXECUTION

C.4.1 INSTALLATION, GENERAL

A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system.

1. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant.

2. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal.

3. Space cleats not more than 12 inches (300 mm) apart. Attach each cleat with at least two fasteners. Bend tabs over fasteners.

4. Install exposed sheet metal flashing and trim with limited oil canning, and free of buckling and tool marks.

5. Torch cutting of sheet metal flashing and trim is not permitted.

B. Install sheet metal as prescribed in industry protocol “NIBS Guideline 3-2006: Annex M.1 Construction & Industry Checklist M.1-4 for Flashing and Sheet Metal. “

C. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure-treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard.

1. Coat concealed side of sheet metal flashing and trim with bituminous coating where flashing and trim

FAC 2025-01 Nov 12, 2024 contact wood, ferrous metal, or cementitious construction.

2. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet.

D. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 feet (3 m) with no joints within 24 inches (600 mm) of corner or intersection.

1. Form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with sealant concealed within joints.

2. Use lapped expansion joints only where indicated on Drawings.

E. Fasteners: Use fastener sizes that penetrate wood blocking or sheathing not less than 1- 1/4 inches for nails and not less than 3/4 inch for wood screws.

F. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation.

G. Seal joints as required for watertight construction. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint Sealants."

H. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pre-tin edges of sheets with solder to width of 1-1/2 inches; however, reduce pre-tinning where pre-tinned surface would show in completed Work.

1. Do not solder metallic-coated steel sheet.

2. Do not use torches for soldering.

3. Heat surfaces to receive solder, and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces.

4. Stainless-Steel Soldering: Tin edges of uncoated sheets, using solder for stainless steel Retain "Rivets"

Paragraph below if required.

C.4.2 UNDERLAYMENT INSTALLATION

A. Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free. Prime substrate if recommended by underlayment manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation; use primer for installing underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 inches. Roll laps and edges with roller. Cover underlayment within 14 days.

C.4.3 ROOF FLASHING INSTALLATION

A. General: Install sheet metal flashing and trim to comply with performance requirements, sheet metal manufacturer's written installation instructions, and cited sheet metal standard. Provide concealed fasteners where possible, and set units true to line, levels, and slopes. Install work with laps, joints, and seams that are permanently watertight and weather resistant.

B. Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in cited sheet metal standard unless otherwise indicated. Interlock bottom edge of roof edge flashing with continuous cleat anchored to substrate.

C. Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4 inches over base flashing. Lap counterflashing joints minimum of 4 inches.

C.4.4 ROOF-DRAINAGE SYSTEM INSTALLATION

Inform the COR if there is any damage to the downspouts, drain-pans or hanging gutters while repairing the fascia.

C.4.5 CLEANING AND PROTECTION

A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering.

B. Clean and neutralize flux materials. Clean off excess solder. Clean off excess sealants.

C. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturers written installation instructions.

PART C.5 – GENERAL

C.5.1 SUMMARY, Section Includes:

5.1 SUMMARY, Section Includes:

1. Rectangular ducts and fittings.

2. Round ducts and fittings.

3. Sheet metal materials.

4. Sealants and gaskets.

5. Hangers and supports.

B. Related Sections:

1. Section 230593 "Testing, Adjusting, and Balancing for HVAC" for testing, adjusting, and balancing requirements for metal ducts.

2. Section 233300 "Air Duct Accessories" for dampers, sound-control devices, duct- mounting access doors and panels, turning vanes, and flexible ducts.

C.5.2 MEASUREMENT AND PAYMENT

A. No separate payment will be made for the work included under this section; rather payment will be considered included in the items of work listed in the Schedule of Items.

C.5.3 PERFORMANCE REQUIREMENTS

A. Structural Performance: Duct hangers and supports shall withstand the effects of gravity loads and stresses within limits and under conditions described in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible".

B. Airstream Surfaces: Surfaces in contact with the airstream shall comply with requirements in ASHRAE 62.1.

C.5.4 SUBMITTALS

A. Product Data: For each type of product indicated.

C.5.5 QUALITY ASSURANCE

A. QA will be inspected and approved by the COR.

PART C.6 – PRODUCTS

C.6.1 RECTANGULAR DUCTS AND FITTINGS

A. General Fabrication Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" based on indicated static-pressure class unless otherwise indicated.

B. Transverse Joints: Select joint types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 2-1, "Rectangular Duct/Transverse Joints," for static-pressure class, applicable sealing requirements, materials involved, duct-support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible."

C. Longitudinal Seams: Select seam types and fabricate according to SMACNA's "HVAC Duct Construction Standards

- Metal and Flexible," Figure 2-2, "Rectangular Duct/Longitudinal Seams," for static-pressure class, applicable sealing requirements, materials involved, duct-support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible."

D. Elbows, Transitions, Offsets, Branch Connections, and Other Duct Construction: Select types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 4, "Fittings and Other Construction," for static-pressure class, applicable sealing requirements, materials involved, duct-support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible."

C.6.2 ROUND DUCTS AND FITTINGS

A. General Fabrication Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 3, "Round, Oval, and Flexible Duct," based on indicated static-pressure class unless otherwise

FAC 2025-01 Nov 12, 2024 indicated.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Lindab Inc.

b. McGill AirFlow LLC.

c. SEMCO Incorporated.

B. Transverse Joints: Select joint types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 3-1, "Round Duct Transverse Joints," for static-pressure class, applicable sealing requirements, materials involved, duct-support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible."

1. Transverse Joints in Ducts Larger Than 20 inches in Diameter: Flanged.

C. Longitudinal Seams: Select seam types and fabricate according to SMACNA's "HVAC Duct Construction Standards

- Metal and Flexible," Figure 3-2, "Round Duct Longitudinal Seams," for static-pressure class, applicable sealing requirements, materials involved, duct-support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible."

1. Fabricate round ducts larger Than 20 inches in diameter with butt-welded longitudinal seams.

D. Tees and Laterals: Select types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 3-5, "90 Degree Tees and Laterals," and Figure 3-6, "Conical Tees," for static-pressure class, applicable sealing requirements, materials involved, duct-support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible."

C.6.3 SHEET METAL MATERIALS

A. General Material Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" for acceptable materials, material thicknesses, and duct construction methods unless otherwise indicated. Sheet metal materials shall be free of pitting, seam marks, roller marks, stains, discolorations, and other imperfections.

B. Galvanized Sheet Steel: Comply with ASTM A 653/A 653M.

1. Galvanized Coating Designation: G90.

2. Finishes for Surfaces Exposed to View: Mill phosphatized.

C. Reinforcement Shapes and Plates: ASTM A 36/A 36M, steel plates, shapes, and bars; black and galvanized.

C.6.4 SEALANT AND GASKETS

A. General Sealant and Gasket Requirements: Surface-burning characteristics for sealants and gaskets shall be a maximum flame-spread index of 25 and a maximum smoke- developed index of 50 when tested according to UL 723; certified by an NRTL. ALL SEALANTS MUST BE APPLIED AT 45 DEGREES F. OR HIGHER

B. Water-Based Joint and Seam Sealant: ALL SEALANTS MUST BE APPLIED AT 45 DEGREES F. OR HIGHER

1. Application Method: Brush on.

2. Solids Content: Minimum 65 percent.

3. Shore A Hardness: Minimum 20.

4. Water resistant.

5. Mold and mildew resistant.

6. VOC: Maximum 75 g/L (less water).

7. Maximum Static-Pressure Class: 10-inch wg, positive and negative.

8. Service: Indoor or outdoor.

9. Substrate: Compatible with galvanized sheet steel (both PVC coated and bare), stainless steel, or aluminum sheets.

C. Flanged Joint Sealant: Comply with ASTM C 920. ALL SEALANTS MUST BE APPLIED AT 45 DEGREES F. OR HIGHER

1. General: Single-component, acid-curing, silicone, elastomeric.

2. Type: S.

3. Grade: NS.

http://www.specagent.com/LookUp/?ulid=4601&mf=04&mf=95&src=wd&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456807079&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456807080&mf=04&src=wd http://www.specagent.com/LookUp/?uid=123456807081&mf=04&src=wd

FAC 2025-01 Nov 12, 2024

4. Class: 25.

5. Use: O.

6. For indoor applications, sealant shall have a VOC content of 250 g/L or less when calculated according to

40 CFR 59, Subpart D (EPA Method 24).

7. Sealant shall comply with the testing and product requirements of the California Department of Health

Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."

D. Flange Gaskets: Butyl rubber, neoprene, or EPDM polymer with polyisobutylene plasticizer.

E. Round Duct Joint O-Ring Seals:

1. Seal shall provide maximum 3 cfm/100 sq. ft. at 1-inch wg and shall be rated for10- inch wg static-pressure class, positive or negative.

2. EPDM O-ring to seal in concave bead in coupling or fitting spigot.

3. Double-lipped, EPDM O-ring seal, mechanically fastened to factory-fabricated couplings and fitting spigots.

C.6.5 HANGERS AND SUPPORT

A. Hanger Rods for Noncorrosive Environments: Cadmium-plated steel rods and nuts.

B. Hanger Rods for Corrosive Environments: Electrogalvanized, all-thread rods or galvanized rods with threads painted with zinc-chromate primer after installation.

C. Strap and Rod Sizes: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Table 5-1, "Rectangular Duct Hangers Minimum Size," and Table 5- 2, "Minimum Hanger Sizes for Round Duct."

D. Steel Cables for Galvanized-Steel Ducts: Galvanized steel complying with ASTM A 603.

E. Steel Cable End Connections: Cadmium-plated steel assemblies with brackets, swivel, and bolts designed for duct hanger service; with an automatic-locking and clamping device.

F. Duct Attachments: Sheet metal screws, blind rivets, or self-tapping metal screws; compatible with duct materials.

G. Trapeze and Riser Supports:

1. Supports for Galvanized-Steel Ducts: Galvanized-steel shapes and plates.

PART C.7 – EXECUTION

C.7.1 DUCT INSTALLATION

A. Drawing plans, schematics, and diagrams indicate general location and arrangement of duct system. Indicated duct locations, configurations, and arrangements were used to size ducts and calculate friction loss for air-handling equipment sizing and for other design considerations. Install duct systems as indicated unless deviations to layout are approved on Shop Drawings and Coordination Drawings.

B. Install ducts according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" unless otherwise indicated.

C. Install round ducts in maximum practical lengths.

D. Install ducts with fewest possible joints.

E. Install factory- or shop-fabricated fittings for changes in direction, size, and shape and for branch connections.

F. Unless otherwise indicated, install ducts vertically and horizontally, and parallel and perpendicular to building lines.

G. Install ducts close to walls, overhead construction, columns, and other structural and permanent enclosure elements of building.

H. Install ducts with a clearance of 1 inch, plus allowance for insulation thickness.

I. Route ducts to avoid passing through transformer vaults and electrical equipment rooms and enclosures.

J. Where ducts pass through non-fire-rated interior partitions and exterior walls and are exposed to view, cover the opening between the partition and duct or duct insulation with sheet metal flanges of same metal thickness as the duct. Overlap openings on four sides by at least 1-1/2 inches.

K. Protect duct interiors from moisture, construction debris and dust, and other foreign materials.

C.7.2 DUCT SEALING

A. Seal ducts for duct static-pressure, seal classes, and leakage classes specified in "Duct Schedule" Article according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible."

B. Seal ducts to the following seal classes according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible":

1. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible."

2. Unconditioned Space, Supply-Air Ducts in Pressure Classes 2-Inch wg and Lower: Seal Class B.

3. Unconditioned Space, Return-Air Ducts: Seal Class B.

C.7.3 HANGER AND SUPPORT INSTALLATION

A. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 5, "Hangers and Supports."

B. Building Attachments: Concrete inserts, powder-actuated fasteners, or structural-steel fasteners appropriate for construction materials to which hangers are being attached.

1. Where practical, install concrete inserts before placing concrete.

2. Install powder-actuated concrete fasteners after concrete is placed and completely cured.

3. Use powder-actuated concrete fasteners for standard-weight aggregate concretes or for slabs more than

4 inches thick.

4. Do not use powder-actuated concrete fasteners for lightweight-aggregate concretes or for slabs less than

4 inches thick.

5. Do not use powder-actuated concrete fasteners for seismic restraints.

C. Hanger Spacing: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Table 5-1, "Rectangular Duct Hangers Minimum Size," and Table 5-2, "Minimum Hanger Sizes for Round Duct," for maximum hanger spacing; install hangers and supports within 24 inches of each elbow and within 48 inches of each branch intersection.

D. Support vertical ducts with steel angles or channel secured to the sides of the duct with welds, bolts, sheet metal screws, or blind rivets; support at each floor and at maximum intervals of 16 feet.

E. Install upper attachments to structures. Select and size upper attachments with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used.

C.7.4 CONNECTIONS

A. Make connections to equipment with flexible connectors complying with Section 233300 "Air Duct Accessories."

B. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" for branch, outlet and inlet, and terminal unit connections.

C.7.5 STARTUP

A. Air Balance: Comply with requirements in Section 230593 "Testing, Adjusting, and Balancing for HVAC."

C.7.6 Article: LEAKPROOFING FLASHINGS FOR MASONRY CHIMNEYS

SEE NEXT PAGE

C.8 Work Objective: .00005

Chimney cover, to be modified in order to place (2) new flues onto the cover and to be strong enough to hold up to canyon winds, stand up to many feet of snow, look good and be weather tight.

South Flue Finish elevation to be a minimum 10” above the North Flue. Have the standard exhaust area to be revealed, covered by expanded type diffuser material, to keep birds and act as a spark arrester.

North Flue Metal flashing cover needed to cover exposed clay flue liner and secured & sealed to lower metal top chimney cover, metal flashing cover being made/bought then to transition from clay liner rectangle shape flue to

FAC 2025-01 Nov 12, 2024 existing exhaust pipe size(unknown size, possibly 4”).

Chimney Flashing Remove all existing flashing, replace & install with new flashing according to page 17 description. Page 17, description, describes standards, quality and material thickness.

Optional Items Northwest side of home, metal gable rake flashing cover. Current Metal gable rake flashing cover is damaged and needs to be replaced. Color, metal type and metal gauge thickness needs to be matched.

To prepare an existing chimney for counterflashing, a mason cuts a 11/4-inch groove in the mortar joints using a gas-powered concrete saw.

LEAKPROOF

FLASHINGS

FOR

MASONRY

CHIMNEYS

Don’t rely on mechanical fasteners and caulk: Embed the counterflashing in a groove in the masonry.

A properly flashed chimney is protected by the overlap between the base flashing and the counterflashing. This two-part system absorbs any building movement that may occur (when new house framing shrinks, for example). Base flashing is installed as the shingles are applied, and generally consists of the lower base pan, step flashing, and the upper pan or cricket. Most builders are comfortable installing the base flashing, because the roof sheathing provides a solid nailing base. But what about the counterflashing?

In the Groove Many contractors make the mistake of fastening the coun-terflashing to the side of the chimney, using masonry screws to secure the flashing to the side of the chimney, then apply-ing a bead of caulk at the top edge of the flashing (see Figure 1). As daily temperature changes cause the flashing to expand and contract, the adhesive bond of the caulk joint is constantly stressed. This type of flashing detail will fail — sometimes in less than a year. Roofing cement doesn’t last any longer.

Properly installed counterflashing is “let in” to a groove in the chimney and overlaps the upturned sides of the base flash-ing, as shown in Figure 1. No fasteners are required. I’ve used these methods for both aluminum and copper flashing.

New construction and modification of old construction.

In the case of modification of chimney, this groove should be about 11/4 inches deep and can easily be made by raking out a portion of the mortar joint before the mortar has set. To determine which joints get raked out and where, I choose a mortar joint that’s at least 8 to 10 inches above the point where the chimney first penetrates the roof (Figure 2). On block chimneys, this is usually the joint just above the first full course on the down-slope face of the chimney. (For brick chimneys, this joint is above the third or fourth course.) I rake this joint out horizontally until the groove is within 3 inches (measured vertically) of the roof surface. Then I move up to the next mortar joint (one 8-inch course for block, three courses for brick), and rake it out until it comes within 3 inches of the roof surface. I repeat this process until I reach the back corner of the chimney and the joint is at least 3 inches above the roof.

The first time you try this, don’t worry about raking out more joint area than you think you’ll need. The “excess” will get covered by the counterflashing or can be pointed after the flashing is installed.

Existing chimney. If you’re working on an existing chimney, you’ve got no choice but to get out your goggles

JLC • NEW ENGLAND EDITION • JANUARY 1996

by Tom Brewer

Figure 1. The proper way to counter-flash a chimney is to insert the counterflashing into a raked joint (left). A small bend in the horizontal leg of the flashing ensures that no water can run behind the flashing. Caulk provides a secondary line of defense against moisture intrusion. Flashing fastened directly to the face of the chimney relies entirely on caulk to maintain a watertight joint (right); in time, the caulk will fail, allowing water to penetrate the house.

Figure 2. Rake the mortar joints to leave a 11/4-inch-deep groove for the counterflashing. On the down-slope side of the chimney, choose a joint that is 8 to 10 inches above the roof deck (one course for block chimneys; three to four courses for brick). Rake the joint along the side of the chimney until the joint is about 3 inches above the roof deck.

JLC • NEW ENGLAND EDITION • JANUARY 1996

FAC 2025-01 Nov 12, 2024

SECTION D--PACKAGING AND MARKING

D.1 PACKING AND MARKING

All shipments of materials, equipment and/or supplies shall be addressed to the Contractor and not to the Government.

D.2 PROJECT LABELING FOR OFFICIAL CORRESPONDENCE

The Government singularly identifies each project with a contract number at time of award. The contract number is a unique identifier to purposely and permanently represent an awarded project. The Government issued contract number is to be referenced on all official communication starting upon notice of award.

SECTION E--INSPECTION AND ACCEPTANCE

E.1 CLAUSES

FAR 52.246-12 Inspection of Construction (AUG 1996)

FAR 52.246-20 WARRANTY OF SERVICES (MAY 2001)

SECTION F--DELIVERIES OR PERFORMANCE

F.1 CLAUSES

FAR 52.242-14 Suspension of Work (APR 1984) FAR 52.211.10 Commencement, Prosecution, and Completion of Work (APR 1984) The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed or award notice, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 120 days. The time stated for completion shall include final cleanup of the premises.

F.2 OTHER REQUIREMENTS

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 CLAUSES

AGAR 452.204-70 Modification for Contract Closeout (DEVIATION JUN 2024)

G.2 OTHER REQUIREMENTS

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 CLAUSES

AGAR 452.228-71 Insurance Coverage (NOV 1996)- Alternate I (NOV 1996)

Pursuant to FAR clause FAR 52.228-5, Insurance-Work on a Government Installation, the Contractor shall be required to present evidence to show, as a minimum, the amounts of insurance coverage indicated below:

(a) Workers Compensation and Employer's Liability. The Contractor is required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when contract operations are so commingled with a Contractor's commercial operations that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in States with exclusive or monopolistic funds that do not permit worker's compensation to be written by private carriers.

(b) General Liability. (1) The Contractor shall have bodily injury…