B08-Solicitation-FFP_CONST-RFP-140L4321R0010-Salem_Office_Security_0003.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

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

9.

INFORMATION

a. NAME

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

0040519581

BLM OR-ST OFC PROC MGMT BR(OR952)

1220 SW 3rd Avenue, 12th Floor

PORTLAND OR 97204

LHA

Brant Sylvester

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

503-808-6083

1x 06/09/2021

140L4321R0010

11. The Contractor shall begin performance

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

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

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.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

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

0 calendar days and complete it within

0 _______________

________________ calendar days after receiving

07/09/2021

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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

SALEM OFFICE ENTRANCE SECURITY. Improvements to the existing front entrance security at the Bureau of Land Management (BLM) Northwest Oregon District Office located at 1717 Fabry Rd SE, Salem, Oregon 97306. Improvements include demolition of specific portions of the existing storefront and reception area; installation of a new ballistic office walls, doors, and glass; installation of architectural features to match existing aesthetics; installation of new data ports, communication cables, control cables and operating panels; and modification of existing building components;

coordination with Government and building security monitoring company for component installation.

SMALL BUSINESS CONCERNS QUALIFYING UNDER NAICS 236220. Interested parties must be a Small Business Concern under NAICS Code 236220 -Commercial and Institutional Building Construction. The Small Business Size Standard is $39.5M. The Government shall verify all submissions meet the small business requirement per the System for Award Management (SAM.gov.

In addition to the Small Business Administration Dynamic Small Business Search website, all interested parties should verify the NAICS code prior to submission. If a small business is using a subcontractor, please be aware of FAR Clause 52.219-14 -Limitations on Subcontracting where the Prime Contractor must perform at least 15% of the cost of the contract, not including the cost of materials. Quotes will be accepted from all responsive and responsible SMALL BUSINESS CONCERNS only.

THE BUREAU OF LAND MANAGEMENT, OR-ST OFC PROC MGMT, INTENDS TO AWARD A FIRM FIXED PRICE CONSTRUCTION CONTRACT FROM THIS SOLICITATION.

The magnitude for this construction project is between $250,000 and $500,000.

Contractors shall provide the following information:

Name of the primary point of contact:

Phone number of the primary point of contact:

Email address of the primary point of contact:

Tax Payer Identification Number (TIN):

Data Universal Number System (DUNS Number):

NOTICE: Thoroughly read and understand Sections L & M for instructions on Submission of quotes; please see Section J for the list of attachments.

Legacy Doc #: BLM

Delivery Location Code: 0004276558

BLM-OR NW-DISTRICT OFFICE

1717 Fabry Rd SE Salem, Oregon 97306

___5_____ 9

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing 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.)

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

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(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:

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

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

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (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. DATE

BY

2PAGE OF

BLM OR-ST OFC PROC MGMT BR(OR952)

1220 SW 3rd Avenue, 12th Floor

PORTLAND OR 97204

LHA

Timothy Wanamaker

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated 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, copies to issuing office.)

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

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

X

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 124

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140L4321R0010/0003

SALEM ENTRACE SECURITY IMPROVEMENTS, BLM,

NORTHWEST OREGON DISTRICT.

Period of Performance: 07/19/2021 to 10/19/2021

Add Item 00031 as follows:

00031 985 - Salem Office Entrance Security

Product/Service Code: R430

Product/Service Description: SUPPORT-

PROFESSIONAL: PHYSICAL SECURITY AND BADGING

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

SALEM ENTRANCE SECURITY IMPROVEMENTS

BLM, NW OREGON DISTRICT

SOLICITATION NO. 140L4321R0010

Section Title

Part I—The Schedule

A Solicitation/contract form

B Bid schedule

C Specifications/Drawings

D Packaging and marking

E Inspection and acceptance

F Deliveries or performance

G Contract administration data

H Special contract requirements

Part II—Contract Clauses

I Contract clauses

Part III—List of Documents, Exhibits, and Other Attachments

J List of attachments

Part IV—Representations and Instructions

K Representations, certifications, and other statements of offerors

L Instructions, conditions, and notices to offerors

M Evaluation factors for award

SOLICITATION NO. 140L4321R0010

SECTION B – BID SCHEDULE

This requirement is for one (1) Firm Fixed Price Construction contract for Improvements to the existing front entrance security at the Bureau of Land Management (BLM) Northwest Oregon District Office in Salem, Oregon.

Schedule of Services and Price

Item no. Item Description Quantity Unit of

Measure Unit Price Total 010009(01) Selective Demolition 1 LS $ $ 010009(02) Structural Steel Framing 1 LF $ $ 010009(03) Interior Finish Carpentry 1 LS $ $ 010009(04) Security Access Doors and

Frames

1 LS $ $

010009(05) Security Windows 1 LS $ $ 010009(06) Security Glazing 1 LS $ $ 010009(07) Electrical, Security, and

Lighting

1 LS $ $

GRAND TOTAL: $

*Estimated Quantity LS = Lump Sum LF = Linear Feet

PERFORMANCE PERIOD: See clause 52.211-10 in Section I. The Contractor shall begin performance within five

(5) calendar days and complete it within 90 calendar days after receiving the notice to proceed. On site work shall be limited to 21 calendar days.

THIS PROCUREMENT IS 100% SET ASIDE FOR SMALL BUSINESS.

(End of Section B)

SOLICITATION NO. 140L4321R0010

SECTION C –SPECIFICATIONS/DRAWINGS

SECTION 010009 – GENERAL INFORMATION AND REQUIREMENTS

PART 1 – GENERAL

1.1 SUMMARY

A. Description of Work:

i. Improvements to the existing front entrance security at the Bureau of Land Management (BLM) Northwest Oregon District Office in Salem, Oregon, including demolition of specific portions of the existing storefront and reception area; installation of a new ballistic office walls, doors, and glass; installation of architectural features to match existing aesthetics; installation of new data ports, communication cables, control cables and operating panels; and modification of existing building components; coordination with Government and building security monitoring company for component installation.

ii. Contractor shall provide detailed proposal submissions for construction of the storefront.

Proposals shall include project scheduling, contractor and subcontractor qualifications, product assembly and installation details and schedule, framing components, fastening systems, product samples, testing reports, finish schedule, shop drawings detailing the ballistic frame system, attachment and fastening components, calculations supporting frame system assembly and attachment details.

B. Location: Work under this Contract is at the Bureau of Land Management (BLM) Northwest Oregon District Office. The office is located at 1717 Fabry Rd SE, Salem, Oregon 97306.

1.2 REFERENCES

A. Referenced Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/standards referred to herein may be procured by the Contractor, from the following:

AA Aluminum Association, Inc.

818 Connecticut Ave., N.W.

Washington, DC 20006

AABC Associated Air Balance Council 1518 K Street, N.W.

Washington, DC 20005

AAMA American Architectural Manufacturers' Association 2700 River Rd., Suite 118 Des Plaines, IL 60118

ACI American Concrete Institute P.O. Box 19150, Redford Station Detroit, MI 48219

SOLICITATION NO. 140L4321R0010

ADC Air Diffusion Council 230 N. Michigan Ave.

Chicago, IL 60601

AITC American Institute of Timber Construction 333 W. Hampden Avenue Englewood, CO 80110

AMCA Air Movement and Control Association 30 W. University Dr.

Arlington Heights, IL 60004

ANSI American National Standards Institute 1430 Broadway New York, NY 10018

APA American Plywood Association P.O. Box 11700 Tacoma, WA 98411

AHRI Air Conditioning, Heating, and Refrigeration Institute 1501 Wilson Boulevard, Suite 600 Arlington, VA 22209

ASC Adhesive and Sealant Council 1600 North Wilson Blvd., Suite 910 Arlington, VA 22209

ASHC American Society of Hardware Consultants 7711 Old Springhouse Rd.

McLean, VA 22102-3474

ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers 1791 Tullie Circle, N.E.

Atlanta, GA 30329

ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017

ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103

AWPA American Wood Preservers' Association P.O. Box 849 Stevensville, MD 21666

AWS American Welding Society, Inc.

P.O. Box 351040 Miami, FL 33135

AWWA American Water Works Association 6666 West Quincy Avenue

SOLICITATION NO. 140L4321R0010

Denver, CO 80235

CPSC Consumer Products Safety Commission Superintendent of Documents Government Printing Office Washington, DC 20402

CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street, Room 2110 Chicago, IL 60601

CS Commercial Standards (U.S. Department of Commerce) Superintendent of Documents Government Printing Office Washington, DC 20402

DHI Door and Hardware Institute 7711 Old Springhouse Rd.

McLean, VA 22102-3474

EPA United States Environmental Protection Agency 1200 Pennsylvania Avenue, NW Washington DC 20460

FMF Factory Mutual System Factory Mutual Engineering and Research Corp.

P.O. Box 888 Norwood, MA 02062

Fed. Spec. * Federal Specification/Standard General Services Administration Specifications Branch Room 6039, GSA Building 7th and D Streets, S.W.

Washington, DC 20407

FSC Forest Stewardship Council Avenida Hidalgo 502 68000 Oaxaca, Mexico

FSS* Federal Supply Schedule Superintendent of Documents Government Printing Office Washington, DC 20402

GA Gypsum Association 1603 Orrington Ave.

Evanston, IL 60201

GSA General Services Administration Federal Supply Service Specification Activity 18th & F Streets NW Washington, DC 20405

IAPMO International Association of Plumbing and Mechanical Officials

SOLICITATION NO. 140L4321R0010

5032 Alhambra Ave.

Los Angeles, CA 90032-3490

ICEA Insulated Cable Engineers' Association, Inc.

P.O. Box P South Yarmouth, MA 02664

IEEE Institute of Electrical and Electronics Engineers 345 East 47th Street New York, NY 10017

IES Illuminating Engineering Society 345 East 47th Street New York, NY 10017

IFI Industrial Fasteners Institute 1505 East Ohio Building Cleveland, OH 44114

MSS Manufacturer's Standardization Society of the Valve and Fittings Industry, Inc.

127 Park Street, N.E.

Vienna, VA 22180

NAAMM National Association of Architectural Metal Manufacturers 221 N. LaSalle St.

Chicago, IL 60601-1426

NBFU National Board of Fire Underwriters 85 John St.

New York, NY 10038 Or 465 California St.

San Francisco, CA 94104

NBS National Bureau of Standards Gaithersburg, MD 20899

NECA National Electrical Contractors Association 7315 Wisconsin Ave.

Bethesda, MD 20814

NEMA National Electrical Manufacturers Association 2101 L Street, N.W.

Washington, DC 20037

NFPA National Fire Protection Association Batterymarch Park Quincy, MA 02269

NPA National Particleboard Association 2306 Perkins Place Silver Spring, MD 20910

NPCA National Paint and Coatings Association

SOLICITATION NO. 140L4321R0010

1500 Rhode Island Ave., N.W.

Washington, D.C. 20005

NRCA National Roofing Contractors Association 8600 Bryn Mawr Avenue Chicago, Ill 60631-3502

NSF National Sanitation Foundation P.O. Box 1468 Ann Arbor, MI 48106

OSHA Occupational Safety and Health Administration's Standards U.S. Department of Labor Occupational Safety and Health Administration Denver Area Office 333 West Colfax Avenue Denver, CO 80204

PCA Portland Cement Association 5420 Old Orchard Road Skokie, IL 60076

PS Product Standards US Government Printing Office Washington, DC 20410

SDI Steel Door Institute 712 Lakewood Center N.

14600 Detroit Ave.

Cleveland, OH 44107

SMACNA Sheet Metal and Air Conditioning Contractors' National Association, Inc.

8224 Old Courthouse Road Tysons Corner Vienna, VA 22180

TPI Truss Plate Institute 583 D'Onofrio Dr., Suite 200 Madison, WI 53719

WCLIB West Coast Lumber Inspection Bureau P.O. Box 23145 Portland, OR 97225

WRI Wire Reinforcement Institute, Inc.

8361A Greensboro Drive McLean, VA 22102

WWPA Western Wood Products Association 1500 Yeon Building Portland, OR 97204

SOLICITATION NO. 140L4321R0010

*Federal Specifications and catalogs may be obtained at Business Service Centers of Regional Offices of the General Services Administration. (Washington, DC; Boston, MA; New York, NY; Philadelphia, PA; Atlanta, GA;

Chicago, IL; Kansas City, MO; Fort Worth, TX; Denver, CO; San Francisco, CA; and Auburn, WA.)

B. Referenced Codes with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced codes referred to herein may be procured by the Contractor from the following:

NEC National Electric Code (ANSI/NFPA 70) National Fire Protection Association Batterymarch Park Quincy, MA 02269

NESC National Electrical Safety Code (ANSI) American National Standards Institute 1430 Broadway New York, NY 11018

NFPA Life Safety Code National Fire Protection Association Batterymarch Park Quincy, MA 02269

IBC International Building Code 5203 Leesburg Pike, Suite 708 Falls Church, Virginia 22041-3401

UL Underwriters' Laboratories, Inc.

333 Pfingston Road Northbrook, IL 60062

IMC International Mechanical Code 5203 Leesburg Pike, Suite 708 Falls Church, Virginia 22041-3401

UPC Uniform Plumbing Code International Association of Plumbing and Mechanical Officials 5032 Alhambra Ave.

Los Angeles, CA 90032-3490

1.3 DEFINITIONS

A. Approvals: Approval of the submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing. After approval of an item, the Contractor may submit a substitute for approval when the approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

1.4 SUBMITTALS

SOLICITATION NO. 140L4321R0010

A. Scope: Submittals include, but not limited to, copies of design computations, shop drawings, manufacturers' literature, as-built drawings, samples, and maintenance manuals.

B. Requirements: Refer to specifications for submittals required. Allow at least five business days for review. Submittals shall be delivered to the Contracting Officer’s Representative (COR) via email.

C. Identification of Submittals: Completely identify each submittal by showing at least the following information:

1. Name and address of submitter, plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these specifications.

3. Contract number, drawing number, and specification section number to which the submittal applies.

4. Whether this is an original submittal or resubmittal.

5. Each item shall clearly note the manufacturer's name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use.

1.5 CERTIFICATES OF CONFORMANCE

A. Requirements: The Contracting Officer may permit use, prior to sampling and testing, of materials when accompanied by Certificates of Conformance. Materials used based on a Certificate of Conformance may be sampled and tested. Installation of materials based on Certificates of Conformance shall not relieve the Contractor of responsibility for incorporating materials which conform to the requirements of the drawings and specifications. Material not conforming to those requirements will be subject to rejection, whether in place or not.

B. Format: The form of the Certificate of Conformance provided by the supplier shall be as follows:

1. The certificate shall state that the named product conforms to the Contract requirements.

2. The certificate shall either be accompanied with a certified copy of the test results or certify that such test results are on file with the manufacturer and will be furnished to the Contracting Officer upon request.

3. The certificate shall provide the name and address of the manufacturer, the testing agency, and the date of tests.

4. The certificate shall set forth the means of identification which will permit field determination of the product delivered as being the product covered by the certification.

1.6 QUALITY ASSURANCE

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.

SOLICITATION NO. 140L4321R0010

B. Conflict: Where a conflict occurs between reference documents and project specifications, the reference documents and drawings shall govern.

C. Measurements: Where approved manufacturer's diagrams and shop drawings give specific measurements or rough-in dimensions for components and/or equipment, these dimensions shall take precedence over dimensions indicated on the drawings.

D. Equipment: Prior to ordering equipment, verify dimensions and functions of equipment proposed for use including the electrical service requirements. Be certain it is compatible with the structural and architectural features of the work.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Delivery: The Contractor shall protect products, incorporated into the work, from damage while in transit to the site. Products must be delivered in original unopened containers with manufacturer's name and brand designation and contents legibly indicated. The containers shall bear the referenced specification number, type, and class as applicable. Coordinate delivery of materials to coincide closely with installation.

B. Storage: The Contractor shall provide temporary storage facilities for products complying with manufacturer's recommendations which will protect them from damage until installation on the project and final acceptance. The storage area shall permit access for inspection and handling.

1. Protect materials stored on site from moisture and contamination of dust, volatile organic compounds (VOCs), microorganisms and other contaminants. Cover and tape off all materials stored on site.

2. The Government provided ballistic components are currently stored on site in two (2) rental storage containers. The Contractor will be responsible for assuming the rental fees and/or providing alternate storage accommodations and transferring the components. The rental containers are provided by SimpleBox in Salem. The current monthly rental fee is $100 per container.

C. Handling: The Contractor shall load and unload products in such a manner that protects them from damage until installation on the project.

1.8 PROJECT/SITE CONDITIONS

A. The contractor shall coordinate with the Contracting Officer prior to work starting for scheduling work and use of grounds as work and storage areas to avoid conflicts with government work, employee and public access, and other daily activities.

B. Access to the Work:

1. The work limits are mainly in the front lobby area, which is open to the public Monday through Friday from 8:00 a.m. to 4:30 p.m. Additional areas within the work limits are in the Electrical Room (2014), northeast portion of the Vestibule (2000), and the adjacent hallway to the north of the Lobby/Reception area (2013, 2013 A&B). The Contractor shall always conduct operations to ensure that the public has access to the front lobby or a portion of it to meet with front desk personnel.

SOLICITATION NO. 140L4321R0010

2. Building access is regulated before and after normal business hours. The Contractor shall request special access requirements from the Contracting Officer. If requested, access card issuance requires a two-week period for background investigation and processing of everyone requested.

C. The existing main office entrance, adjoining conference room, elevator access, stairway access, and other adjoining building elements will be in active use during construction, any service interruption to these buildings shall be coordinated with the Contracting Officer.

D. Environmental Considerations:

1. Existing electrical power and water on site may be utilized by Contractor at no charge.

Contractor may adapt to its use, while keeping all existing uses intact and shall restore at end of project.

2. Contractor may utilize office restrooms for their use.

3. Staging areas must be always kept organized and clean. Clean and restore areas to original condition at completion of project.

4. Access to site, parking, and existing building and service yard to be always kept available to BLM staff. Receive approval from Contracting Officer for any modifications to existing BLM staff uses.

5. Hazardous Materials - Do not use products containing asbestos, lead, arsenic, or any other material defined by EPA as hazardous to human or animal life.

6. Work shall be coordinated to minimize the amount of welding and/or metal painting that occurs inside the office building.

7. Contractor is responsible for mitigating fumes and providing positive ventilation for work conducted within the office building.

E. Additional Building Information

1. Additional information related to the original building construction (such as operation and maintenance manuals, shop drawings, and other construction documents) is available at the project site, upon request.

1.9 SEQUENCING AND SCHEDULING

A. For proper execution of work cooperate with other trades as needed.

B. To avoid installation conflicts, thoroughly examine complete set of Contract Documents. Resolve conflicts with Contracting Officer (CO) prior to order placement, fabrication, and installation.

C. Prior to installation of equipment requiring connections, examine manufacturer's shop drawings, diagrams, product data, and installation instructions. Verify that characteristics indicated in Contract Documents are consistent with characteristics of actual equipment being installed. When inconsistencies occur request clarification from CO.

D. Work Schedule: The schedule shall be submitted at the pre-work conference. The Contractor shall submit an updated schedule every week through the duration of the project. When requested, the Contractor shall submit an updated schedule within 3 calendar days.

SOLICITATION NO. 140L4321R0010

E. Work hours are 8:00 a.m. to 4:30 p.m. PST Monday through Friday. The office will be closed during all federal holidays. All work scheduled before and after normal working hours, on weekends, or on federal holidays shall be approved by the Contracting Officer seven (7) calendar days in advance of work.

F. All special work affecting existing Government facilities or operations shall be approved by the Contracting Officer seven (7) calendar days in advance of work.

PART 2 – PRODUCTS

2.1 PRODUCTS

A. Government Furnished ballistic components.

1. Contractor responsible for unpacking and inventorying all components. See specification Sections 083113.53, 085653, and 088853 for specific component lists.

B. See specific specification sections for additional product requirements.

PART 3 – EXECUTION

3.1 PROJECT MEETINGS

A. Pre-Work Conference:

1. Notification: A pre-work conference will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date, and place. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

2. Attendance: The Contractor (including the project manager), subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. Presentation: The Contractor shall be prepared to summarize and explain procedures planned for the project and submit the following:

a. Construction Plan

1) To include, at a minimum, the following:

a) Work hours for Contractor and subcontractors.

b) Mitigation for noise, dust, construction debris, and employee access.

c) Equipment and material staging.

b. Subcontractor list with qualifications and certificates

c. Project schedule

SOLICITATION NO. 140L4321R0010

B. Progress Meetings:

1. Location: Meetings shall be held at the project site, or as determined by the Contracting Officer.

2. Notification: Meetings may be called by either the Contracting Officer or the Contractor.

Request shall state who should attend.

C. Final Inspection:

1. Location: Meeting shall be held at the project site, or as determined by the Contracting Officer.

2. Notification: The Contractor shall notify the Contracting Officer in writing at least five working days before the completion date so the Government can schedule final inspection.

3. Drawings and Manuals: The Contractor shall deliver completed record drawings and maintenance manuals prior to final inspection. Should final inspection reveal changes in the project not so noted on the record drawings, the Contractor shall record these changes on the record drawings within five working days of final inspection and deliver completed record drawings to the Contracting Officer.

4. Attendance: The Contractor shall require the superintendent to be present during this inspection.

3.2 EXISTING UTILITIES

A. Locate existing utilities within the work area.

1. Contractor is responsible to relocate or alter existing light fixtures, controls, outlets, and cabling that is required or conflicts with the storefront and associated component location(s).

2. Repair damaged utilities to satisfaction of the CO.

3.3 PROTECTION

A. Protect office components and grounds against damage from equipment, foot traffic, and construction operations.

B. Protect unfastened, erected components by shoring, bracing, or other methods as necessary to prevent injury or damage from collapse.

C. Notify CO of unexpected subsurface conditions and discontinue work in area until CO provides notification to resume work.

D. Protect public, workers, and employees from hazards associated with construction operations to include electrical, demolition, and fabrication.

E. Protect public, workers, and employees from biological hazards and conform to guidelines set forth by the governing local, state, and federal entities pertaining to social distancing and pandemic restrictions.

SOLICITATION NO. 140L4321R0010

3.4 RECORD DRAWINGS

A. General Requirements: A complete set of prints shall be kept at the site. As the job progresses, the Contractor shall continuously maintain record drawings of the work. Concurrently with variances or changes with work shown, the changes shall be noted legibly in red pencil or red ink. Prior to final inspection all variances and changes on redline drawings shall be prepared for submission on paper and to the Contracting Officer.

3.5 WARRANTY

A. Requirements: Materials and equipment furnished under this Contract shall be covered by the most favorable commercial warranties the Contractor gives to any customer for such materials or equipment. The rights or remedies provided herein are in addition to and do not limit any rights afforded to the Government by any other clause of this Contract. With respect to all warranties, expressed or implied, from manufacturers or suppliers for materials, finished assemblies or systems;

or equipment furnished under the Contract the Contractor shall:

1. Obtain all warranties that would be given in normal commercial practices.

2. Require all warranties to be executed, in writing, for the benefit of the Government.

3. Submit all warranties to the Contracting Officer prior to the final inspection.

3.6 TRAINING OF GOVERNMENT EMPLOYEES

A. Requirements: Prior to final acceptance, the Contractor shall provide instruction for employees designated by the Contracting Officer in the operation and maintenance of each system and its equipment. The instructor’s expertise shall be appropriate to the system involved. Prior to the start of any training, the instructors shall submit an outline of the proposed training for approval by the Contracting Officer.

3.7 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer’s written instructions. This work applies to the new expansion and to all areas in and around the existing building where work has occurred.

1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of the Project.

a. Clean Project site and grounds in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.

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c. Remove tools, construction equipment, machinery, and surplus material from Project site.

d. Provide safe access to building.

e. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.

f. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

g. Sweep concrete floors broom clean in unoccupied spaces.

h. Clean transparent materials, including glass in doors and windows. Remove glazing compounds and other noticeable, vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces.

i. Remove labels that are not permanent.

j. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

k. Wipe surfaces of mechanical and electrical equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances.

l. Replace parts subject to unusual operating conditions.

m. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure.

n. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.

o. Clean ducts, blowers, and coils if units were operated without filters during construction.

p. Leave Project clean and ready for occupancy.

C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Government’s property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

PART 4 – MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT

A. Units: The work described in this section will not be measured for payment. General Information and Requirements Section shall be utilized for bid items covered in the specifications and/or shown on the drawings and shall be incidental.

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B. “Selective Demolition” shall be measured on a Lump Sum Basis and shall consist of work in Section 024119 and 010009 incidentals.

C. “Structural Steel Framing” shall be measured on a Lump Sum Basis and shall consist of work in Section 051200 and Section 055000 “Metal Fabrications”.

D. “Interior Finish Carpentry” shall be measured on a Lump Sum Basis and shall consist of work in Section 062023.

E. “Security Access Doors and Frames” shall be measured on a Lump Sum Basis and shall consist of work in Section 083113.53.

F. “Security Windows” shall be measured on a Lump Sum Basis and shall consist of work in Section 085653.

G. “Security Glazing” shall be measured on a Lump Sum Basis and shall consist of work in Section 088853.

H. “Electrical, Security, and Lighting” shall be measured on a Lump Sum Basis and shall consist of work in Section 260519.

4.2 BASIS OF PAYMENT

A. Payment: Payment will be made at the Contract price, as indicated in the Bid Schedule, and will include full compensation for the work described in the Contract. Payment will be made under:

Pay Item Pay Unit

010009(01) Selective Demolition Lump Sum

010009(02) Structural Steel Framing Lump Sum

010009(03) Interior Finish Carpentry Lump Sum

010009(04) Security Access Doors and Frames Lump Sum

010009(05) Security Windows Lump Sum

010009(06) Security Glazing Lump Sum

010009(07) Electrical, Security, and Lighting Lump Sum

END OF SECTION 01000

SECTION 024119 – SELECTIVE DEMOLITION

RELATED DOCUMENTS

B. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

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4.3 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

2. Demolition and removal of selected site elements.

3. Salvage of existing items to be reused or recycled.

B. Related Requirements:

1. Drawings for location and required demolition.

2. Section 024119 "Structural Steel Framing" for frame requirements.

3. Section 055000 "Metal Fabrications" for component installation requirements.

4. Section 062023 "Interior Finish Carpentry" for gypsum board construction and repair.

4.4 DEFINITIONS

A. Retain terms that remain after this Section has been edited for a Project.

B. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled.

C. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and store.

D. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated.

E. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.

F. Coordinate definition of "dismantle" with Section 013516 "Alteration Project Procedures" if that Section is also required for Project.

G. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled.

4.5 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

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4.6 PREINSTALLATION MEETINGS

A. Pre-demolition Conference: Conduct conference at Project site.

1. Retain subparagraphs below if additional requirements are necessary; revise as required.

2. Inspect and discuss condition of construction to be selectively demolished.

3. Review structural load limitations of existing structure.

4. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays.

5. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

6. Review areas where existing construction is to remain and requires protection.

4.7 INFORMATIONAL SUBMITTALS

A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for dust control, and for noise control. Indicate proposed locations and construction of barriers.

B. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure on-site Government operations are uninterrupted.

2. Interruption of utility services. Indicate how long utility services will be interrupted.

3. Coordination of Government employees continuing occupancy of office spaces near the work area and of partial occupancy of completed work area.

C. Pre-demolition Photographs: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by demolition operations. Submit before Work begins.

4.8 FIELD CONDITIONS

A. Government will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so government operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Government as far as practical.

1. Before selective demolition, Government will remove the following items:

a. Reception area furniture.

C. Notify CO of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

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D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify the CO.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

4.9 COORDINATION

A. Arrange selective demolition schedule so as not to interfere with government operations.

PART 5 – PRODUCTS

5.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

PART 6 – EXECUTION

6.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Verify that hazardous materials, if found, have been remediated before proceeding with building demolition operations.

6.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

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6.3 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent areas.

1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

2. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.

3. Cover and protect furniture, furnishings, and equipment that have not been removed.

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

1. Strengthen or add new supports when required during progress of selective demolition.

C. Remove temporary barricades and protections where hazards no longer exist.

6.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations.

B. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Protect items from damage during transport and storage.

3. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition.

6.5 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn demolished materials.

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6.6 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 024119

SECTION 051200 - STRUCTURAL STEEL FRAMING

PART 7 – GENERAL

7.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

7.2 SUMMARY

A. Section Includes:

1. Structural steel.

2. Prefabricated frames.

3. Frame System design.

B. Related Requirements:

1. Section 055000 "Metal Fabrications" for miscellaneous steel fabrications and other steel items not defined as structural steel.

2. Section 099123 "Interior Painting” for painting requirements.

7.3 DEFINITIONS

A. Structural Steel: Elements of the structural frame indicated on the Frame System Concept Drawings and as described in ANSI/AISC 303.

7.4 COORDINATION

A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another.

B. Coordinate installation of anchorage items to be embedded in or attached to other construction without delaying the Work. Provide setting diagrams, instructions, and directions for installation.

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7.5 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

7.6 ACTION SUBMITTALS

A. Product Data:

1. Structural-steel materials.

2. High-strength, bolt-nut-washer assemblies.

3. Anchor rods.

4. Shop primer.

5. Paint.

6. Etching cleaner.

B. Shop Drawings: Show fabrication of structural-steel components.

1. Include details of cuts, connections, splices, camber, holes, and other pertinent data.

2. Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. Show backing bars that are to be removed and supplemental fillet welds where backing bars are to remain.

3. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify high-strength bolted connections.

C. Delegated-Design Submittal: For design of the wall framing system as described in the Frame System Concept Drawing sheets, including analysis data to comply with loading and seismic requirements signed and sealed by the qualified professional engineer responsible for their preparation.

7.7 INFORMATIONAL SUBMITTALS

A. Qualification Data: For professional engineer.

B. Welding certificates.

C. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers, certifying that shop primers are compatible with topcoats.

D. Mill test reports for structural-steel materials.

E. Survey of existing conditions by professional engineer:

1. Attachment of frame system to building support beams in Corridor 2019.

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7.8 QUALITY ASSURANCE

A. Fabricator Qualifications: A qualified Fabricator that possesses a minimum of five (5) years trade experience.

B. Installer Qualifications: A qualified Installer that possesses a minimum of five (5) years trade experience.

C. Shop-Painting Applicators: Qualified in accordance with the appropriate AISC endorsement or

SSPC-QP 3.

D. Welding Qualifications: Qualify procedures and personnel in accordance with AWS D1.1/D1.1M.

7.9 DELIVERY, STORAGE, AND HANDLING

A. Store materials to permit easy access for inspection and identification. Keep steel members off ground and spaced by using pallets, dunnage, or other supports and spacers. Protect steel members and packaged materials from corrosion and deterioration.

1. Do not store materials on structure in a manner that might cause distortion, damage, or overload to members or supporting structures. Repair or replace damaged materials or structures as directed.

B. Store fasteners in a protected place in sealed containers with manufacturer's labels intact.

PART 8 – PRODUCTS

8.1 PERFORMANCE REQUIREMENTS

A. Comply with applicable provisions of the following specifications and documents:

1. ANSI/AISC 303.

2. ANSI/AISC 341.

3. ANSI/AISC 360.

4. RCSC's "Specification for Structural Joints Using High-Strength Bolts."

B. Connection Design Information:

1. Design connections and final configuration of member reinforcement at connections in accordance with ANSI/AISC 303 by fabricator's qualified professional engineer.

C. Moment Connections: Type FR, fully restrained.

D. Construction: Combined system of moment frame and braced frame.

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8.2 STRUCTURAL-STEEL MATERIALS

A. W-Shapes: ASTM A992/A992M.

B. Channels, Angles, -Shapes: ASTM A36/A36M.

C. Plate and Bar: ASTM A36/A36M

D. Cold-Formed Hollow Structural Sections: ASTM A500/A500M, Grade B structural tubing.

E. Welding…