W912CN-18-R-0028-0002__Amendment_-_Conformed_Copy.pdf

W912CN18R0028

PROJECT TITLE: Exterior Window and Door Replacements, and Roll-Doors Replacement, Pele USARC, Tafune, American Samoa

MAGNITUDE OF CONSTRUCTION: Betw een $500,000 and $1,000,000.

NAICS: 236220

SMALL BUSINESS SIZE STANDARD: $36.5 Million

ANNA LEE 808.656.1064

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

16-Jul-2018

(RFP)

(IFB)

X

CALL:

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

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

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

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______30 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________FAR 52.211-10

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

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

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________23 Aug 2018 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

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

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

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

4. CONTRACT NO.

7. ISSUED BY CODE

EXPEDITIONARY CONTRACTING COMMAND

413 CSB, RCO-HAWAII,

742 SANTOS DUMONT AVENUE

BLDG 108, 3RD FLOOR (WAAF)

SCHOFIELD BARRACKS HI 96857

W912CN

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

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

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: 808-656-1002 TEL: FAX:

W912CN18R0028 81

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

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)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

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

30B. SIGNATURE

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

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section SF 30 - Block 14 Continuation Page (SF 30)

GOVERNMENT RESPONSE TO RFI

Question(s) Government Response 1 There is no information that we can find for the Blast

Loads and set backs. Please confirm if these are low-level of protection for the STFP @ 82”

Yes. The facilities are considered low-level.

2 Alum Door 2.3.5. and Alum Windows 2.4.3 calls for a Bronze anodized finish. Existing anodized finish have faded bad over the years. A class I Kynar painted finish meeting AAMA 2605 would be better for the island environment. Can this be use as alternative finish?

Yes. Please see revised Statement of Work

(SOW).

3 Alum storefronts call for a thermal framing system

2.3.2 4500 or equal. Graham service 4500 is a non-thermal non-blast system. Should this be B7600 thermal blast system or equal?

All doors and windows should replace like for like (i.e. existing thermal blast doors and windows should be replaced with thermal blast systems). B7600 thermal blast system or equal can replace existing thermal blast systems. See revised SOW

4 Alum Windows 2.4 does not note a series or equal product. Glazing 2.5 notes, (guardian sash). Graham offers their Series 6800 with an interior Guardian Sash, this is not used for blast mitigation. Graham Series B6500 thermal window is similar to the details on the plans. This meets ATFP for blast. Graham Series B6800 thermal window is their historic heavy fame window. Meets ATFP for blast but cannot be provided with guardian sash for blast mitigation. Typically used with an integral mini blind. See attached details for Graham Series B6800 and B6500.

See response above (#3). SOW is revised.

5 Please confirm any sales or use tax for this project. Taxes are an allowable cost.

6 Please confirm the wage requirements for this this project.

Wages are to be based on the most recent Davis Bacon rates for American Samoa.

7 Do you have the structural / civil drawings need to see if the blast loads are listed and the setbacks?

Yes. Please see Attachment AMSA Civil Set.

8 The SOW Para 2.1.1 states that only exterior steel doors and frames shall be replace with new, "Contractor shall remove all existing exterior steel doors and frames and replace with new (See Attachment A for as-built floor plan and door schedule/details). During the site visit, Mr. Victor Avalos indicated that all exterior Hollow Metal door and frames shall be also replace with new. Please confirm if exterior Hollow Metal door and frames will be included in the scope.

Yes, all exterior metal doors and frames are included. SOW is revised.

9 The Solicitation GENERAL REQUIREMET Para 25 states that HARDWARE and PAINT supplies: If applicable, hardware and paint are to be purchased from Ability One. Please refer to FAR Clause 52.208-

9. See websiteCaution-http://www.abilityone.com < Caution-http://www.abilityone.com > for ordering instructions. Existing keying system is MARKS system (see attached photo). Can you provide information on existing keying system for pricing

The Government does not have any information on the existing keying system. As long as it meets the standards and requirements of the Builders Hardware Manufacturers Association (BHMA), the lock system does not need to be MARKS. If the hardware is a component of an item you are purchasing (i.e.

door with lock), and that item (i.e. door) is not required to be purchased from a mandatory purposes? Are we allowed to purchase HARDWARE from another source which will be packaged with doors and frames?

source (i.e. Ability One), then you are allowed to purchase the hardware from another source.

Section 00 10 00 - Solicitation

SOLICITATION INFORMATION

GENERAL INFORMATION:

1. Scope of Work: This is a firm-fixed price construction contract to furnish all labor, materials, equipment, management, supervision, tools, transportation and other incidental items to remove existing facility exterior doors, windows, and roll-up doors and replace with new located at Pele U.S. Army Reserve Center (USARC), Tafuna, American Samoa.

2. The contractor shall submit a safety plan within 30 days of award or 5 days prior to commencement of on-site work, whichever occurs first in accordance with the AR 385-10, Construction Safety, US Army Corps of Engineers "Safety and Health Requirements Manual (EM 385-1-1)" and Occupational Safety and Health Administration (OSHA) regulations.

3. To assure compliance with general construction trade practice, the contractor shall establish and maintain quality control for materials and work. The Government may perform inspections and conduct tests while the contractor's work is in process to assure compliance to performance standards.

4. Existing conditions or areas damaged or disturbed by the contractor's operation shall be restored to their original condition, or near original condition as possible, to the satisfaction of the Contracting Officer at no additional cost to the Government.

5. Prior to start of any excavation or trenching work, the contractor shall obtain clearance, in writing, from the appropriate communications agency and from the Directorate of Public Works.

6. Interruptions to existing utilities shall be held to a minimum. A schedule for any required power or water outages shall be submitted to the Contracting Officer a minimum of four weeks prior to the intended outage.

7. The contractor shall establish work procedures and methods to prevent interference with existing operations within or adjacent to the construction area.

8. The Contractor’s normal working hours will be 7:30 a.m. – 4:30 p.m. Monday thru Friday.

The Contractor will not normally work on Saturdays, Sundays, or Holidays. If the Contractor chooses to work outside the normal working hours, Contractor must submit an application to the Contracting Officer in writing one week prior to the requested work for approval.

9. Rubbish and debris shall be removed from Government-controlled property daily unless otherwise directed, so as not to allow accumulation inside or outside the building. Materials that cannot be removed daily shall be stored in areas designated by the Contracting Officer.

10. The contractor shall provide, install, and maintain all necessary signs, lights, barricades, markers, cones, flagmen, and other protective facilities and shall take all necessary precautions for the protection and for the convenience and safety of military and public traffic (vehicular and pedestrian).

11. The amount of dust resulting from the contractor's work shall be controlled to prevent the spread of dust and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as flooding and pollution.

12. The contractor shall obtain the necessary hot work permit from the appropriate Fire Department prior to any welding, burning, and torching operations.

13. Daily Clean-up - During the course of the work, the Contractor shall keep the entire premises free from any accumulation of empty cans, rags, etc. or rubbish that constitutes a fire hazard. At the end of each days work, the Contractor shall remove all debris. The entire area shall be cleaned and left in a condition acceptable to the Technical Representative of the Contracting Officer.

14. The Government may furnish a designated parcel of land for the contractor’s use to house their on-site staff, if requested.

15. The Government will provide a reasonable amount of water and electricity required to accomplish subject project.

16. The Contractor shall be responsible to have a quality control program to ensure services are performed in accordance with the Scope of Work and commonly accepted commercial practices.

17. The Contractor is required to follow DPW’s Best Management Practice (BMP) of Storm Water Compliance. Copy will be provided at the pre-construction conference, if requested.

18. The work shall be constructed using best practices per industry standards. The Contractor shall abide by all applicable regulations to include Federal, State, local requirements.

19. Progress of Work. Contractor shall submit all proposed work schedules to the Contracting Officer for review/approval within ten (10) calendar days after issuance of the Notice to Proceed (NTP) unless otherwise specified.

20. All materials used under this project shall be Energy Star compliant. The following website lists all energy star compliant materials. www.energystar.gov

21. If a dumpster is provided for this contract, contractor shall include a sign on the dumpster with their name/address/phone and indicate the dumpster is only used for construction debris.

22. Abbreviations used in the Unit column: (use if applicable)

CY = Cubic Yard; LH = Labor Hours; SF = Square Foot; EA = Each; LF = Linear Foot; SY = Square Yard

23. Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes."

24. Identification of Contractor Employees.

a. Provide each employee with identification (ID) badge made of nonmetallic material, easily readable and including employee’s name, contractor’s name, functional area of assignment, with recent color photograph of the employee.

a. All contractor personnel shall wear the ID badge at all times when performing work under this contract at a Government site, including while attending Government meetings that may take place outside the Government facility. Contractor employee shall wear the ID badge in a conspicuous place on the front of exterior clothing above the waist except when safety or health reasons prohibit such placement.

25. HARDWARE and PAINT supplies: If applicable, hardware and paint are to be purchased from AbilityOne. Please refer to FAR Clause 52.208-9. See website http://www.abilityone.com for ordering instructions.

26. Enterprise-wide Contractor Manpower Reporting Application (ECMRA)

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the replacement of doors and window, USARC, American Samoa via a secure data collection site. The contractor is required to fill in all required data fields completely using the following web address:

https://www.ecmra.mil/Default.aspx and then click on "Department of the Army CMRA" or the icon of the DoD organization that is receiving or benefitting from the contracted services.

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), this runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013. Contractors may direct questions to the help desk by clicking on "Send an email" which is located under the Help Resources ribbon on the right side of the login page of the applicable Service/Component's CMR website." Reporting is required for each task order issued, and shall be entered via the CMR website.

27. APPLICABLE CODES AND REGULATIONS

27.1. The latest edition of the following Codes, regulations, guides, and criteria shall be used for all design and construction under this contract. If there is a conflict between these codes or regulations and these contract specifications the Unified Facility Criteria will override. The Contractor shall have a copy of each of these documents available for use during the term of this contract.

The Unified Facility Criteria (UFC) documents including, but not limited to:

UFC 3-410-01 Design: Heating, Ventilating, And Air Conditioning UFC 4-010-01 Dod Minimum Antiterrorism Standards For Buildings UFC 3-600-01 Design: Fire Protection Engineering For Facilities UFC 1-200-01 DoD Building Code (General Building Requirements

A complete listing can be obtained at http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4

27.2. The Unified Facility Guide Specifications are mandatory for all work required under this contract. The contractor is responsible for obtaining the Unified Facility Guide Specifications and for maintaining updates to the specifications. The specifications whether referenced or not (in whole or part), shall be considered to be a part of all task orders issued under this contract. Where two specifications are listed for a certain item of work the Army section as denoted by an “A” shall be used. When there is no Army designated spec use the Navy (denoted by “N”) or in the absence of either use an industry standard specifications or others listed in the Construction Criteria Base CCB. A complete listing of the UFGS Division 01 - General Requirements can be obtained at https://wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs

STATEMENT OF WORK

STATEMENT OF WORK

1. General Description of Work: Contractor shall provide all labor, material, and equipment to remove existing facility exterior doors and windows and replace with new. All roll-up doors will be excluded.

2. Task Order Scope of Work:

2.1. Doors and Frames (All roll-up doors excluded)

2.1.1. Contractor shall remove all existing exterior metal doors and frames and replace with new

(See Attachment A for as-built floor plan and door schedule/details).

2.1.2. Exterior doors and frames shall comply with ANSI A250.8/SDI 100. Doors shall be maximum duty (level 4) insulated with minimum 14-gauge steel cladding; top edge closed flush; A60 galvanized. Frames shall be 14-gauge, with continuously welded mitered corners and seamless face joints. Doors and frames shall be constructed of hot dipped zinc coated steel sheet, complying with ASTM A653, Commercial Steel, Type B, minimum A60 coating weight; factory primed. Fire-rated openings shall comply with applicable codes, and requirements of labeling authority. Door and frame installation shall comply with applicable codes and criteria. Reference Attachment B for door schedule/details.

2.1.3. Backfill frames with mortar for frames installed in concrete or masonry openings. Coat inside of frames with corrosion-inhibiting bituminous material. For frames to be installed in exterior walls and to be filled with mortar or grout, fill the stops with strips of rigid insulation to keep the grout out of the stops and to facilitate installation of stop-applied head and jamb seals.

2.1.4. All new exterior metal doors shall match existing doors in type and size as noted in Appendix B.

2.2. Door Hardware

2.2.1. Provide hardware in kind for all new doors. Reference Appendix A for door schedule/details.

2.2.2. Door Hinges: ANSI/BHMA A156.1; 4-1/2 by 4-1/2 inch, stainless steel, template, full mortise; heavy duty, anti-friction ball bearing on doors with closers. Finish shall be US32D

2.2.3. Locksets for Typical Door: ANSI/BHMA A156.13, Series 1000, Grade 1, non-ferrous base metal, interchangeable core cylinder. Finish shall be US32D.

2.2.4. Closers: ANSI/BHMA A156.4; series C02000, Grade 1, hydraulic, factory sized, adjustable to meet field conditions. All closers shall be cast aluminum cast units. Provide for all doors.

2.2.5. Exit (Panic) Device: ANSI/BHMA 156.3; heavy-duty touch-pad type, through-bolted mounting. Listed and labeled for panic protection based on UL 305. Doors will be provided with exit device as required by code.

2.2.6. Thresholds: ANSI/BHMA A156.21

2.2.7. Auxiliary Hardware: ANSI/BHMA A156.16. Provide other hardware as necessary for a complete installation.

2.2.8. Locks and Keys: The contractor shall provide a master keying systems. Locks and keys shall conform to the standards and requirements of the Builders Hardware Manufacturers Associations (BHMA). Each lock set will have a minimum of 4 keys.

2.2.9. Door Protection Plates: Finish shall be US32D

2.2.10. Weatherstripping Gasketing: Provide in accordance with ANSI/BHMA A156.22. Provide a set to include head and jamb seals, sweep strips. Air leakage of weatherstripped doors not to exceed 2.19 by 10-5 cm 0.5 cubic feet per minute of air per square meter foot of door area when tested in accordance with ASTM E283.

2.3. Storefronts

2.3.1. Contractor shall remove all existing storefronts and provide with new, as noted in Appendix A.

2.3.2. Thermal Aluminum storefront and frames to match functional operation type, size, design, and location. For non-blast resistant specified doors use Graham 4500 Series thermally broken Storefront Framing or equal. For blast resistant specified doors use B7600 or equal.

2.3.3. Materials: Anchors shall be stainless steel. Weatherstripping shall be continuous type as recommended by door manufacturer. Aluminum Alloy for Doors and Frames shall be ASTM B 221, Alloy 6063-T5 for extrusions. ASTM B 209, alloy and temper best suited for aluminum sheets and strips. Fasteners shall be hard aluminum or stainless steel.

Structural steel shall be ASTM A 36/A 36M.

2.3.4. Glazing: Graham 4500 Series Doors with 1” Glass or equal for non-blast resistant doors and B7600 Series doors for blast resistant doors. See Para 2.5 Glazing.

2.3.5. Finishes: Provide exposed aluminum surfaces with factory finish of anodic coating. Color shall be bronze Class I Kynar paint finished matching with the windows.

2.3.6. Performance Requirements – Air Infiltration: Maximum allowable infiltration, for a completed storefront system is not to exceed 0.06 cfm/square foot when tested in accordance with ASTM E1424 at differential static pressure of 299 Pa 6.24 psf.

2.4. Badge Access

2.4.1. Doors with badge access systems will have access connections removed prior to door removal and re-installed after door replacement

2.4.2. Contractor shall conduct testing to ensure the badge access systems are restored to original conditions and operation.

2.5. Windows

2.5.1. Contractor shall remove all existing exterior windows and replace with new (See

Attachment B for as-built floor plan and window schedule/details).

2.5.2. New windows shall match existing windows in functional operation type, size, finish (bronze Class I Kynar paint finished) and location. All existing frames will be replaced with aluminum frames. All sills and frames will be weatherproof (sealed).

2.5.3. Finishes: Exposed aluminum surfaces must be factory finished with an anodic coating. Color shall be bronze. All windows will have the same finish.

2.5.4. Screens: AAMA/WDMA/CSA 101/I.S.2/A440. Provide one insect screen for each operable exterior sash or ventilator. Design screens to be easily removable from the inside of the building, and to permit easy access to operating hardware. Provide inside mounted insect screen for out-swing windows and exterior mounted insect screen for in-swing windows.

2.6. Glazing – Windows/Storefront

2.6.1. Glazing: Dual glazed (guardian sash) at the factory laminated or polycarbonate (as size and loading requires). Two panes of glass separated by a dehydrated ½ inch airspace, argon filled, hermetically sealed, low-emissivity (Low-E) insulating glazing or equivalent as recommended by manufacturer. Whole window U-factor of no more than 0.35 using low – E insulating glass.

2.6.2. For blast resistant specified windows use Graham Series B6500 thermal or equal. For non-blast resistant specified use B6800 or equal.

2.7. Blast Resistant Doors and Windows

2.7.1. Contractor shall provide specified blast resistant doors and windows as called for in the notes of Attachments A and B.

2.8. Roll-up doors

2.8.1. Contractor shall remove existing 3ea roll up doors and replace with new IAW manufacturer specifications. New roll up door shall be equal to or better than existing.

2.8.2. Contractor shall remove surface corrosion, prep, and apply 1 spot coat of Amerlock2 epoxy primer (or equivalent), 1 full coat of Amerlock2 epoxy primer (or equivalent), and 1 full coat of Amercoat 450H Polyurethane Finish (or equivalent), to all existing and new installed equipment to be protected from the weather and saltwater environment

2.8.3. Contractor shall start-up, program, run, and test all equipment.

2.8.4. Contractor shall use existing electrical sources and disconnects.

2.9. Contractor shall apply touch up paint to match existing paint once window and door replacements are complete if needed.

2.10. Contractor shall provide barricades to protect the project site from pedestrians and other ongoing operations in the area.

2.11. Government will provide an adequate storage area on-site for the Contractor’s materials and equipment.

2.12. Contractor shall coordinate with the Government to ensure the safety of the occupants and any equipment or vehicles in the area during the work.

2.13. Contractor shall dispose of all site waste and materials in accordance with applicable Federal, State and local laws and regulations.

2.14. Contractor is cautioned that there are existing utilities throughout the facility and shall be responsible to take every precaution to protect the utilities as well as the workers.

2.15. Contractor shall provide a 1 year warranty for all materials and labor.

2.16. Government will provide access to facility latrines for contractor use.

3. Contractor shall ensure that any door or window removed shall be replaced within the same day.

4. Contractor shall submit a Safety Plan, Accident Prevention Plan (APP) within 30 days of award or 5 days prior to commencement of on-site work, whichever occurs first in accordance with AR 385-10, Construction Safety, US Army “Safety and Health Requirements Manual (EM 385-1-1), and Occupational Safety and Health Administration (OSHA) regulations.

5. Contractor shall assume all archeological or Explosive Ordinance Disposal (EOD) responsibilities.

(NA)

6. Contractor shall provide to the Government the weight of all construction debris removed from the site.

7. Contractor shall ensure that all hazardous material is stored in proper containers and labeled according to federal standards. Contractor shall remove all of its hazardous material from the building upon completion of the project.

8. Contractor shall establish work procedures and methods to prevent interference with existing operations within or adjacent to the construction area.

9. Areas/property damaged or disturbed by the contractors operation shall be restored to their original conditions, or as near to original condition as possible to the satisfaction of the Contracting Officer at no additional cost to the Government.

10. Contractor shall submit a service plan for hazardous waste minimization to the COR or designated representative to review within thirty days after the contract performance start date, IAW Executive Order (EO) 13101, Federal Compliance with Pollution Control Standards and AR 200-1 (Environmental Protection Enhancement). In developing the plan, the Contractor shall consult with the COR.

11. Contractor shall comply with the Resource Conservation and Recovery Act (RCRA), the Clean Air Act (CAA), the Clean Water Act (CWA) and the Comprehensive Environmental Response and Liability Act (CERCLA) and all other applicable Federal, State and local environmental laws and regulations to include:

10.1. The Federal Facility Compliance Act

10.2. EO 13101, Federal Compliance with Pollution Control Standards

10.3. AR 200-1 Environmental Protection and Enhancement

12. Contractor shall submit a project schedule within 30 days of award or 5 days prior to commencement of on-site work, whichever occurs first.

13. Contractor shall submit Weekly (or as directed by the COR) Progress Reports and Completion Report to the COR no later than 5 working days after the completion of the work. This report will contain the following: Date and time the contractor arrived on site for the project, date and time that the project was completed, and the signature of the local Facility Manager or other government representative.

14. The amount of dust and debris resulting from the Contractor’s work shall be controlled to prevent the spread of dust and debris and to avoid creation of nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous conditions such as flooding and pollution.

15. Contractor shall obtain the necessary hot work permit from the appropriate Territorial Agency and/or Fire Department prior to any welding, burning, and torching operations.

16. Daily Clean-up. During the course of the work, the Contractor shall keep the entire premises free from any accumulation of empty cans, rags, etc., or rubbish that constitutes a fire hazard or unsightly appearance. At the end of each work day, the Contractor shall remove all debris. Material that cannot be removed daily shall be stored in areas designated by the Government. The entire area shall be cleaned and left in a condition acceptable to the COR.

17. Government will provide the water and electricity required for the project subject to the capacities of the facility. If the quantities available at the site are not sufficient, the Contractor shall provide the difference at no additional cost to the Government.

18. As-build drawings and facility site plan will be provided, if required, by the Government upon request.

19. Quality Control. The Contractor shall develop and maintain a Quality Control Program to ensure construction is performed in accordance with commonly accepted commercial practices and original material manufacturer specifications. The Contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective material and workmanship. The Government may perform inspections and conduct tests while the Contractor’s work is in progress to assure compliance to performance standards.

20. Hours of Operation. 7:00 AM to 4:00 PM, Monday through Friday, excluding Federal holidays.

21. Contractors shall provide the name(s) of point(s) of contract(s) with local or toll-free telephone number(s) who can receive inquiries from Government personnel.

22. Contractor shall provide each employee with and identifying clothing that is easily identifiable to the Government representative.

23. RESERVED.

24. This statement of work has been reviewed by the 9th MSC Anti-terrorism Force Protection Officer and has been found acceptable to complete the construction.

25. Submittal Requirements:

25.1. Safety Plan

25.2. Accident Prevention Plan

25.3. Service Plan for Hazardous Waste Minimization

25.4. Quality Control Plan

25.5. Points of Contact including emergency numbers

25.6. Project Schedule

25.7. Weight tickets for waste materials

25.8. Project coordination meeting minutes

25.9. Engineered drawing set (PDF version), if applicable

26. Completion Date: Twelve (12) months from Task Order award.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

Z2AA - REPAIR OR ALT OF OFFICE BLDG

FFP

To provide all labor, materials, and equipment to remove existing facility exterior doors and windows and replace with new.

See Statement of Work FOB: Destination

PSC CD: Z2AA

NET AMT

0002 1 Job

Z2AA - REPAIR OR ALT OF OFFICE BLDG

FFP

To provide all labor, materials, and equipment to remove existing facility roll-up doors and replace with new.

See Statement of Work.

0003 1 Each

Z2AA - REPAIR OR ALT OF OFFICE BLDG

FFP

Contract Manpower Report

PSC CD: Z2AA

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 04-SEP-2018 TO

03-SEP-2019

N/A HQ 9TH MISSION SUPPORT

SFC DAVID MIONE

1557 SUEHIRO ROAD

FORT SHAFTER FLATTS HI

WX3JQT

0002 POP 04-SEP-2018 TO

03-SEP-2019

N/A (SAME AS PREVIOUS LOCATION)

0003 POP 04-SEP-2018 TO

03-SEP-2019

N/A (SAME AS PREVIOUS LOCATION)

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2016 52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.204-22 Alternative Line Item Proposal JAN 2017 52.215-1 Instructions to Offerors--Competitive Acquisition JAN 2017 52.222-23 Notice of Requirement for Affirmative Action to Ensure

Equal Employment Opportunity for Construction

FEB 1999

52.232-13 Notice Of Progress Payments APR 1984 52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.232-33 Payment by Electronic Funds Transfer--System for Award

Management

JUL 2013

52.236-28 Preparation of Proposals--Construction OCT 1997

CLAUSES INCORPORATED BY FULL TEXT

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a firm-fixed price construction type contract resulting from this solicitation.

(End of provision)

52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS--SECONDARY SITE OF THE WORK (MAY

2014)

(a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Construction Wage Rate Requirements,of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage determination from the Contracting Officer.

(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.

52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT--CONSTRUCTION MATERIALS (MAY 2014)

(a) Definitions. “Commercially available off-the-shelf (COTS) item,” “construction material,” “domestic construction material,” and “foreign construction material,” as used in this provision, are defined in the clause of this solicitation entitled “Buy American --Construction Materials” (Federal Acquisition Regulation (FAR) clause 52.225-9).

(b) Requests for determinations of inapplicability. An offeror requesting a determination regarding the inapplicability of the Buy American statute should submit the request to the Contracting Officer in time to allow a determination before submission of offers. The offeror shall include the information and applicable supporting data required by paragraphs (c) and (d) of the clause at FAR 52.225-9 in the request. If an offeror has not requested a determination regarding the inapplicability of the Buy American statute before submitting its offer, or has not received a response to a previous request, the offeror shall include the information and supporting data in the offer.

(c) Evaluation of offers. (1) The Government will evaluate an offer requesting exception to the requirements of the Buy American statute, based on claimed unreasonable cost of domestic construction material, by adding to the offered price the appropriate percentage of the cost of such foreign construction material, as specified in paragraph (b)(3)(i) of the clause at FAR 52.225-9.

(2) If evaluation results in a tie between an offeror that requested the substitution of foreign construction material based on unreasonable cost and an offeror that did not request an exception, the Contracting Officer will award to the offeror that did not request an exception based on unreasonable cost.

(d) Alternate offers.

(1) When an offer includes foreign construction material not listed by the Government in this solicitation in paragraph (b)(2) of the clause at FAR 52.225-9, the offeror also may submit an alternate offer based on use of equivalent domestic construction material.

(2) If an alternate offer is submitted, the offeror shall submit a separate Standard Form 1442 for the alternate offer, and a separate price comparison table prepared in accordance with paragraphs (c) and (d) of the clause at FAR 52.225-9 for the offer that is based on the use of any foreign construction material for which the Government has not yet determined an exception applies.

(3) If the Government determines that a particular exception requested in accordance with paragraph (c) of the clause at FAR 52.225-9 does not apply, the Government will evaluate only those offers based on use of the equivalent domestic construction material, and the offeror shall be required to furnish such domestic construction material. An offer based on use of the foreign construction material for which an exception was requested--

(i) Will be rejected as nonresponsive if this acquisition is conducted by sealed bidding; or

(ii) May be accepted if revised during negotiations.

52.228-1 BID GUARANTEE (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States.

The Contracting Officer will return bid guarantees, other than bid bonds, (1) to unsuccessful bidders as soon as practicable after the opening of bids, and (2) to the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.-

(c) The amount of the bid guarantee shall be 30 percent of the bid price or $3,000,000, whichever is less.-

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.-

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.

52.233-2 SERVICE OF PROTEST (SEP 2006)

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from

Department of the Army 413th Contracting Support Brigade, Regional Contracting Office - Hawaii Attn: Geri Ambrosio 742 Santos Dumont Ave Bldg 108, 3rd Floor

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for-- Tuesday, July 24, 2018 at 9:00am

(c) Participants will meet at-- Pele U.S. Army Reserve Center (USARC), Tafuna, American Samoa

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

http://farsite.hill.af.mil/farsite.html

52.252-5 AUTHORIZED DEVIATIONS IN PROVISIONS (APR 1984)

(a) The use in this solicitation of any Federal Acquisition Regulation (48 CFR Chapter 1) provision with an authorized deviation is indicated by the addition of"(DEVIATION)" after the date of the provision.

(b) The use in this solicitation of any Defense Federal Acquistion Regulation Supplement (48 CFR Chapter 2) provision with an authorized deviation is indicated by the addition of "(DEVIATION)" after the name of the regulation.

52.252-6 AUTHORIZED DEVIATIONS IN CLAUSES (APR 1984)

(a) The use in this solicitation or contract of any Federal Acquisition Regulation (48 CFR Chapter 1) clause with an authorized deviation is indicated by the addition of "(DEVIATION)" after the date of the clause.

(b) The use in this solicitation or contract of any Defense Federal Acquistion Supplement (48 CFR 2) clause with an authorized deviation is indicated by the addition of "(DEVIATION)" after the name of the regulation.

(End of clause)

252.228-7004 BONDS OR OTHER SECURITY (DEC 1991)

(a) Offerors shall furnish a bid guarantee in the amount of $3,000,000 with their bids. The Offeror receiving notice of award shall furnish--

(1) A performance bond in the penal amount of 100% of the award ; and

(2) Payment in full of any sum due the Government.

(b) The Contractor shall furnish the performance bond to the Contracting Officer within 10 days after receipt of the notice of award. The Contracting Officer will not issue the notice to proceed until receipt of an acceptable performance bond and payment of any sum due the Government.

(c) Bonds supported by sureties whose names appear on the list contained in Treasury Department Circular 570 are acceptable. Performance bonds from individual sureties are acceptable if each person acting as a surety provides a SF 28, Affidavit of Individual Surety, and a pledge of assets acceptable to the Contracting Officer.

(End of clause)

Section 00 21 16 - Instructions to Proposers

PROPOSAL SUBMISSION

SECTION 00 21 16

PROPOSAL SUBMISSION REQUIREMENTS

1. Introduction. The offeror’s proposal shall be submitted in hard copy, with accompanying digital copies or electronic copy, as set forth below.

The RFP shall provide the Government address and receipt date for proposal submittal.

A. Offerors are required to furnish a complete proposal package, addressing any and all factors relevant to the specific requests stated in this Request for Proposal. Failure to submit a complete package by the date and time specified for receipt of offers will render an offer as non- compliant and may not be considered in the evaluation process.

B. Offer Acceptance Period is in accordance with the closing date and time identified in Block 13, on the Standard Form (SF) 1442. The submission of the documentation in response to this Request for Proposal will constitute the offeror's acceptance of the terms and conditions of the RFP, concurrence with the Statement of Work, and the proposed contract type.

2. Points of Contact:

Contract Specialist: Mark Dahilig, Email:

mark.r.dahilig.civ@mail.mil Anna Lee, Email:

anna.w.lee.civ@mail.mil

Contracting Officer: Lisa Nakamoto, Email: lisa.k.nakamoto.civ@mail.mil

Address: Regional Contracting Office, Hawaii ATTN: Mark Dahilig or Anna Lee 742 Santos Dumont Road Bldg. 108, 3rd Floor, Wheeler Army Airfield Schofield Barracks, HI 96857

3. Offeror Questions: Interested offerors are urged to submit in writing any questions regarding this RFP to Mark Dahilig, mark.r.dahilig.civ@mail.mil and Anna Lee, anna.w.lee.civ@mail.mil by August 1, 2018 at 10:00 AM (Hawaii Standard Time). A summary of questions received and Government responses will be provided via amendment and posted at FedBizOpps (https://www.fbo.gov). Offerors are responsible to monitor the website until closing for any issued amendments.

Questions received after the specified date and time may not be considered or answered.

4. Proposal Content and Format:

A. The offeror’s proposal shall consist of the volumes as identified in paragraph 4.D below.

The offeror’s proposal can be submitted in hard or electronic copy. If submitting hard copy, the proposal shall include accompanying digital copies, as set forth below. Files shall not contain classified data. The use of hyperlinks in proposals are prohibited. Hard copy proposals can be mailed or delivered to the address in paragraph 2. Electronic copy proposals can be emailed to the Contract Specialists at the email addresses provided in paragraph 2.

B. Offerors are cautioned that “parroting” of the Technical requirements or the Statement of

Work with a statement of intent to perform does not reflect an understanding of the requirement or capability to perform. Offerors are responsible for including sufficient details to permit a complete and accurate evaluation of each volume. Proprietary information shall be clearly marked.

C. If submitting hard copies, each volume shall be submitted in separate three-ring binders and be clearly numbered with the volume number and the copy number (e.g. Volume I, Copy 1 of 3). Should discussions be conducted, pages revised as a result of discussions shall be of a different color and have revisions clearly marked by a vertical line in the right margin of the page. Revised pages shall be dated.

D. The following volumes of material shall be submitted. The submittal of an incomplete proposal or failure to provide the required number of copies in the format requested may render the proposal as non-compliant. Faxed copies of proposals are not acceptable.

Volume Title Printed Copies Digital Copies

I – Technical 1 Original + 1 Copies (Technical Printed Copies are not to include the company name)

II – Past Performance 1 Original + 1 Copies 1 III – Price and Administrative 1 Original + 1 Copy 1

E. Digital Files. All of the proposal files shall be compressed (zipped) into one file entitled proposal zip using WinZip version 6.2 or later, or as separate uploads in their native format, i.e.

doc, xls, ppt, etc., and provided on CDs or DVDs. Zip disks are not permitted. Files shall be in read-only format, using PDF files. All price breakdown information, calculations, and formulas to aid in the price evaluation shall be submitted in Microsoft Office Excel Read/Write format and viewable in Microsoft Excel 2007. Each disc shall be externally labeled with the volume number, date, and the offeror’s name. Self-extracting exe files are not acceptable. If the hard-copy proposal differs from the electronic version, the hard copy will govern.

F. Printing should be single spaced. Each paragraph shall be separated by at least one blank line. A standard, 12-point minimum font size applies.

G. Format. The submission shall be clearly indexed and logically assembled. Each volume shall be clearly identified and shall begin at the top of a page. All pages of each volume shall be appropriately numbered and identified by the complete company name, date and RFP number in the header and/or footer. A Table of Contents should be created using the Table of Content feature in MS Word. MS Word (doc) files shall use the following page setup parameters:

Margins – Top, Bottom, Left, Right – 1” Gutter – 0” From Edge – Header, Footer 0.5” Page Size, Width – 8.5” Page Size, Height – 11 No Page Limitations NOTE: 11X17 folded pages are acceptable for tables/graphic representations.

H. All information shall be confined to the appropriate file. The offeror shall confine submissions to essential matters, sufficient to define the proposal in a concise manner, to permit a complete and accurate evaluation of each proposal.

I. Proposal Content Volume I – Technical

TAB A – Key Personnel Qualifications and Experience TAB B – Quality Control TAB C – Safety Program TAB D – Response to Project / Technical Approach

(Do not Include Prices) Volume II - Past Performance

TAB A - Past Performance Information TAB B – Past Performance Questionnaire

Volume III- Pricing and Administrative TAB A – Detailed Price Proposal for Project (To include Rates) TAB B – Solicitation / Signed SF 1442 and Amendments (if Any) / Contract Form TAB C – Representations / Certifications / Other Statements of Offerors TAB D – Bid Bond

5. Proposal Submission Requirements:

A. Volume I: Factor I – Technical - Project Management Capability

Sub-factor (A) Key Personnel. The specialized experience and technical competence of the offeror’s key personnel are important in evaluating the potential success of this contract.