B08 W9124A21R0004-01 LAAF RUBBER REMOVAL.pdf

SEE ADDENDUM

(No Collect Calls)

W9124A21R0004 01-Dec-2020

b. TELEPHONE NUMBER

520-538-0395

8. OFFER DUE DATE/LOCAL TIME

05:00 PM 28 Jan 2021

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W9124A9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

EDUARDO JAVELOSA

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

0011576117

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

ACC-APG

EDUARDO JAVELOSA

BLDG 22208 RM 109

PN: 520-533-8777FAX: 520-538-0395

FORT HUACHUCA AZ 85613

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE W61RSF 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

DIRECTORATE OF PUBLIC WORKS

POC

IMWE-HUA-P

BLDG 22422

3040 BUTLER ROAD

FORT HUACHUCA AZ 85613

TEL: FAX:

FAX:

TEL: 80395 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$39,500,000

NAICS:

237990

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF50

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W9124A21R0004

Section SF 1449 - CONTINUATION SHEET

SPECIAL INSTRUCTIONS:

Award of this contract will be done using FAR Part 13 – Simplified Acquisition Procedures. Any contract with the government requires registration in the System for Award Management (SAM) and must be register in at website https://beta.sam.gov.

Please provide your DUNs, Cage Code and Tax ID number as part of your proposal.

Please total all CLIN’s on your quote/proposal to show total overall price and include the FOB lead time.

Please provide detailed drawings or specification sheets with your proposal if appropriate.

Evaluation Factors:

The Government will award a Firm Fixed-Price Contract on an all or none basis, to the offeror that meets all the terms and conditions of the solicitation. (See FAR Clause 52.212-1 Instructions to Offerors – Commercial Items and FAR Clause 52.212-2 Evaluation – Commercial Items) for details on the Government’s instructions and evaluation procedures.

Delivery Schedule:

The vendor must be able to deliver to the address information by delivery date specified after contract award.

Point of Contract for this action is:

Eduardo Javelosa Phone: 520-538-0395 Fax: 520-533-5157 E-Mail: eduardo.d.javelosa.civ@mail.mil

SITE VISIT:

The Government will hold a site visit on 17 Dec 2020 at 1:00 to 3:00 P.M. Mountain Standard Time.

Please send an email by Friday December 15, 2020 to the points of contact below so that they are aware of who will be attending from your company there is a limit of 2 persons per company for security purposes. Absolutely no roster changes will be allowed on the date of the site visit.

Instructions to Access Post: You must allow time (1 HOUR) for sign in for a visitor pass at the Main Gate (Van Deman) of Fort Huachuca, located at the corner of State Highway 90 Bypass and State Highway 90.

If you need Access to the Garrison please call:

Dustin D. Miner Civil Engineer, Engineering Division Directorate of Public Works 3040 Butler Road Building 22422 USAG Fort Huachuca, AZ 85613 Office: 520-533-1865

DSN: 533-1865

Cell: 910-818-8268 Dustin.d.miner.civ@mail.mil

a) The contractors will meet with Mr. Dustin Miner, (POC), at the GAZEEBO adjacent to the Directorate of Contracting (DOC), Operations Branch, 600 Augur Avenue, Building 22208 (Downstairs), Fort Huachuca, Arizona 85613-9000

b) Emails must be directed to all of the following:

Eduardo.d.javelosa.ci@mail.mil and Dustin.d.miner.civ@mail.mil

c) The site visit will be conducted over a time period of 3 hours from 1:00 to 3:00 PM The starting location is the GAZEEBO and ending 2:00 P.M. (~1330-1400 move to the airfield for the site visit.2:00-UTC at the airfield.

d) As of this date contractors are to provide their own transportation.

e) All visitors must have proper photo identification and must be US Citizens (see section 5.2 of the Statement of Work).

f) Pictures/Video: Picture taking and video are not allowed at any time!!!

g) Questions: No questions will be answered during the site visit. All questions must be submitted by December 23, 2020 and they will be answered in a timely manner and posted on FedBidOpps.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job LAAF Rubber removal, GZLAF

FFP

Period of Performance: Period of Performance: 11 Feb 2021 through 10 Feb 2022.

Services shall be provided in accordance with the Statement of Work(SOW).

FOB: Destination

PURCHASE REQUEST NUMBER: 0011576117

PSC CD: Z2BD

NET AMT

1000 1 Job OPTION LAAF Rubber removal, GZLAF

FFP

Period of Performance: Period of Performance: 11 Feb 2022 through 10 Feb 2023.

Services shall be provided in accordance with the Statement of Work(SOW).

FOB: Destination

2000 1 Job OPTION LAAF Rubber removal, GZLAF

FFP

Period of Performance: Period of Performance: 11 Feb 2023 through 10 Feb 2024.

Services shall be provided in accordance with the Statement of Work(SOW).

3000 1 Job OPTION LAAF Rubber removal, GZLAF

FFP

Period of Performance: Period of Performance: 11 Feb 2024 through 10 Feb 2025.

Services shall be provided in accordance with the Statement of Work(SOW).

4000 1 Job OPTION LAAF Rubber removal, GZLAF

FFP

Period of Performance: Period of Performance: 11 Feb 2025 through 10 Feb 2026.

Services shall be provided in accordance with the Statement of Work(SOW).

STATEMENT OF WORK:

STATEMENT OF OBJECTIVES

Work Order Number FEE20019-0J– Building Number GZLAF

Rubber removal Project Manager: Dustin Miner

Revision # 0 Date: 05 October 2020

1.0 Project Background

1.01 At Libby Army Airfield, the runway has aircraft landings and take offs. As part of that normal operation, the aircraft landing wheels deposit a portion of their tire material on the concrete landing portion of the runway. This project removes that rubber and repaints the corresponding lines.

2.0 Statement of Objectives

2.01 The contractor shall provide construction services and furnish all labor, material, equipment, supervision, transportation, permits, fees, and licenses necessary to perform rubber removal and repainting at the libby army airfield (LAAF) located at Fort Huachuca, Arizona. A non-specific statement of work for this repair project is provided at paragraph 4.0 below; contractor shall prepare a more detailed scope of work outlining their Contract Execution Overview (technical approach, labor hours, and materials/equipment), tentative schedule, and previous experience on this type of work. The contractor shall field verify the area of work before submitting their SOW and proposal.

3.0 Proposal Requirements

3.01 Technical Approach. The contractor proposal technical approach section must address each of the line items listed in Section 4.0, Statement of Work. Language of this section must include a description of the steps and methods by which each item of the SOW will be completed. This description must adhere to the details outlined in pertinent UFGS and UFC specifications, such that a clear understanding of the requirements can be demonstrated to a competent, qualified person.

3.02 Labor Hours. The contractor proposal labor hours section must give a detailed breakdown of labor hours, to include an estimated number of hours assigned to each trade or supervisory position, such that a clear understanding of the division of labor can be determined. In addition, the total number of hours estimated for the project should be listed.

3.03 Materials/Equipment. The Contractor Proposal Materials and Equipment section must provide a clear and detailed list of all of the building materials as well as the equipment to be used in the execution of the project. These items must be presented in a bulleted list fashion such that a competent qualified person can understand what materials and equipment will be used during the execution phase of the project.

3.03.01 Materials shall include items such as chemicals or mechanical fasteners, hardware, devices, valves, piping, sealants, structural members, and all other permanently installed materials at the project location.

3.03.02 Equipment shall consist of all tools, machinery, motorized or engine driven equipment, and all other non-permanent items which will not be left on site.

3.04 Tentative Schedule. The Contractor Proposal Tentative Schedule section must provide a detailed estimate of all activities to be conducted during the project period of performance. Scheduled actions must be listed in a logical order to demonstrate a clear timeline of the proposed project activities.

4.0 Statement of Work

The following list is not detailed in scope; the contractor shall provide a more specific scope of work:

4.01 All work shall be in accordance with specification UFGS 32 01 11.51 Runway Rubber Removal (attachment).

4.02 The contractor shall complete the removal of rubber deposits from airfield Primary Runway 26. The area of removal consists of approximately the first 5,000 linear feet of the main runway.

4.03 Re-paint all runway markings damaged during the rubber removal in the first 5,000 linear feet of the main runway. These include centerline, threshold, the number 26, touchdown and aiming point.

4.04 Prior to commencing work, the contractor shall layout the limit of removal and striping for the government’s review and concurrence.

4.05 Traffic control requirements shall be coordinated with LAAF Airfield Safety (Jason Pease 520-538-3795 or Jerry Jones 520-533-5650). All work on roadways will require advance warning signs and other necessary components appropriate for the working conditions. The contractor is required to coordinate, complete, and implement the Libby Army Airfield construction safety prevention plan (CSPP) for this work effort. The CSPP complies with The United States Army Corps of Engineers’ Engineering Manual, EM 385-1-1. The contractor shall clean up after themselves, to included cleaning their travel route on the flight-line to their construction site. The contractor shall contract a sweeper or FOD-Boss (a pull behind trailer that picks up rocks/FOD). Efforts are to ensure they don’t FOD out the ramp, taxiway, or runway areas. The contractor shall be responsible for their dumpster anywhere near the airfield. The contractor shall be responsible to ensure the lids are closed at all times (outside of actual usage).

4.06 Traffic control: All haul routes will be coordinated with the airfield management team and DPW. Low profile barriers will be provided by the airfield maintained by the contractor, as stated in the CSPP.

[https://airportbarricades.com/products/barricades/airport-barricades/solar-powered-airportbarricade-light] (lights and batteries and filling the barriers with water-at start-, keeping filled with water and emptying the barriers of water when complete and returning to user). The solar powered lights (CO-1-about $36/light) include a rechargeable battery. The contractor shall plan on replacing/installing 20 of the solar powered lights and 20 replacement batteries.

4.07 Contractor shall only work on Saturday and Sunday during day light hours. Runway shall be completely cleared of equipment and personnel at the end of each work day. Contractor shall coordinate access with the flight Operations Officer.

4.08 The operation of equipment and the performance of work upon the airfield shall be coordinated with both the government representative and the Flight Operations Officer. Neither equipment nor personnel shall use any portion of the airfield without permission of the Flight Operations Officer. In all cases, verbal communication shall be maintained with the control tower before and during work upon and in the vicinity of the airfield. The control tower shall be advised when work is completed. The contractor must have a trained supervisor on the job at all times who will maintain radio contact with the tower.

4.09 Emergency landings and take-offs shall take precedence over all Contractor operations. When notified or an emergency situation, the Contractor shall cease all rubber removal operations and immediately clear the runway of all equipment and personnel for a distance of at least 200 feet from the edge of the runway.

4.10 The runway surface is concrete (Portland cement). High pressure water is the preferred method to be used at LAAF. Chemical methods, if used, shall be compatible with the surface materials, the environment and working personnel. All Chemical methods must be approved by DPW-ENRD. Close control of water pressure and duration shall be used to prevent disintegration damage to the runway surface. Operations shall not contribute to surface degradation, effect/damage to existing compression seals, harm light fixtures, gaskets, lenses, lens gaskets, lens housing and/or wiring network. Any compounds/chemicals used shall have no harmful effect upon the elasticity, elongation or life of the various types of runway pavement joint sealant materials and shall be environmentally safe to the surrounding soils and plant life.

4.11 Contractor shall demonstrate the ability to remove rubber at touchdown area of runway selected by the Contracting Officer or representative. Rubber removal shall be as complete as possible without damage to the existing runway surface. The surface texture of the cleaned demonstration area will be compared to that of non-rubber traffic areas to determine satisfactory completion of the removal operation. If need be, the demonstration test shall be continued until the acceptable and required surface condition is obtained and mutually agreed upon by the Contractor and the Contracting Officer and or representative.

After approval operations, the accepted cleaned area will become the standard for rubber removal and final surface texture for the remainder of the project work.

4.12 The Contractor must take a proactive approach in protecting the joint sealant while removing the rubber.

The Contractor will repair and/or replace all joint sealant damaged during the rubber removal process.

4.13 Prior to site entry, if applicable, the Contractor shall provide an appropriate letter to the government documenting all hazardous or regulated substances to be brought onto the site in accordance with Occupational Safety and Health Act (OSHA) guidelines. The letter shall include a summary of any hazardous or regulated compounds and applicable Material Safety Data Sheets (MSDSs).

4.14 Materials that are required in the approved rubber removal process shall be delivered in original manufacturer’s containers and shall be labeled with appropriate EPA, OSHA, or other agency warnings, if applicable. Materials shall be protected from the environment until their use is required during executions of work. The government will provide the Contractor with a site area to locate materials and equipment.

4.15 Contractor shall enter the site with new cleaning solutions free of accumulations of pollutants. The Contractor will be required to test cleaning solutions/process prior to beginning work operation. The government will furnish the water needed for the project via fire hydrants near the work sites.

4.16 Contractor shall remove and capture at least 95 percent of all rubber waste material removed. All effort will be made to remove 100 percent, but not at the expense of the runway surface integrity. Contractor shall leave the runway surface from centerline to runway edge residue-free. No rubber residue will be discharged to surrounding environment.

4.17 Contractor is not responsible for stain removal. Stains are defined as materials in the runway surface micro texture that cannot be removed without damaging the surface. A stain is generally embedded in the surface below the horizontal plane of the surface texture.

4.18 Contractor shall not allow discharge of cleaning solutions or rubber residue to or into storm water capture facilities, storm drain inlets, retention ponds, or sewer systems. Discharge/escaping of cleaning solutions to the surrounding land surface will be minimized. Chemical equipment shall be capable of application and removal of chemicals to runway surface and shall leave only non-toxic biodegradable residue.

4.19 The equipment used in the rubber removal process shall be mounted on pneumatic tires and shall provide the necessary operation to remove rubber deposits without damage to the runway surface or joint seal material. Any damage to the runway surface, joint seal materials or associated airfield appurtenances caused by an operation error shall be repaired by the Contractor at his/her expense within the time established for project completion. Repair method and materials used shall be approved by the Contracting Officer through submittal procedures stated below:

4.19.01 Submit to the Contracting Officer information and materials prior to installing relevant material.

4.19.02 Identify each submittal by project. Mark submittals to show the specific items that will be furnished. Include intended use of submittal and any other pertinent information.

4.19.03 The Contractor shall have a commercial testing laboratory perform all sampling and testing of materials as applicable for repair.

4.20 Metal tined broom are not authorized for use at LAAF. No shot blasting (the propelling of abrasive particles at high velocities) or sandblasting (pressurized stream of sand and air) methods will be permitted for rubber removal on this project.

4.21 The Airfield runway surface shall be free of snow, ice or slush. Surface temperature shall be at least 40 degrees F (4 degrees C) and rising at the beginning of operations. Operation shall cease during rainfall or when surface water accumulation alters the effectiveness of rubber removal operation.

4.22 Rubber removal will be measured by the number of square feet of runway to be cleaned.

4.23 There is approximately 5,000 linear feet by 150 feet wide (off centerline) of primary runway 26 to be cleaned of rubber deposits. The rubber deposits are located mainly within an average distance of 30’ of the runway centerline.

4.24 The work site shall be kept clean of debris and waste from rubber removal operations. Cleanup operations shall be continuous. While on any runway, taxiway, or aircraft parking apron, immediately remove any dirt, debris, or other material spilled or caused by the Contractor's operations.

4.25 The government will provide the Contractor with any and all information regarding the physical and chemical characteristics of the rubber material to be removed during the operation. If applicable, the hazardous characteristics of the rubber material shall be provided to the Contractor prior to completion of the project.

4.26 All debris and wastewater generated by the rubber removal operations shall be removed and properly disposed of by the Contractor off Post in accordance to federal, state and local regulations. Contractor shall provide the government with appropriate documentation to confirm this has been completed and that also shows disposal quantities.

4.27 Remove all loose/weathered existing painted lines on main runway 26 and repaint accordingly.

4.28 Remove all displaced threshold painted lines.

4.29 Repaint white reflective centerlines and black non-reflective lines accordingly with proper materials.

Follow all paint manufacturers’ guidelines.

4.30 Comply fully with manufacturer's instructions, including each step in sequence. Comply fully with the U.S. Department of Transportation, Federal Aviation Administration's "Advisory Circular 150/5320-12 C", Chapter 4, Maintaining High Skid-Resistance. See attached.

4.31 Exterior surfaces such as Portland cement concrete and gravel damaged by the Contractor’s operations shall be replaced with materials consistent in quality and workmanship to match existing.

5.0 Schedule

5.01 Notice to Proceed shall be issued no later than 10 calendar days after the award. The project shall be 100% complete and ready for final inspection no later than 75 working days after the NTP.

5.02 The contractor’s proposed schedule shall be submitted with the proposal. A revised schedule shall be submitted at the time of the preconstruction conference for approval. The schedule shall be in the form of a progress chart of suitable scale to indicate the percentage of work scheduled for completion at any given date during the period. The schedule shall take into consideration anticipated adverse weather that could preclude progress, long-lead equipment or materials critical to the completion of the project, review periods for submittal items requiring Government review and approval, air quality control permitting process and other events and milestones as necessary.

6.0 Occupancy

6.01 The building included in the scope of this contract will be occupied. The contractor will schedule and perform work under this contract in such a manner as to allow the occupants of the building to continue their normal activities with the least amount of interference.

7.0 Material, Standards, Codes, Regulations, and Workmanship (FAR 52.236-5, Material and Workmanship)

7.01 All materials and equipment shall be new unless otherwise specified. All work shall be completed in accordance with the plans and specifications, applicable industry standards, UFC, UFGS, NFPA, ASHRAE, NEC, SMACNA, NEBB, AABC, MUTCD, SDDCTEA, and AASHTO standards; federal, state and local codes, regulations of EPA, OSHA, NEPA, and MSHA, if required; Network Enterprise Center (NEC) and SSVEC requirements; Fort Huachuca Energy Policy and Army Energy and Water Management Program. All government permits, certifications, lead paint and asbestos analyses, if required, etc. shall be obtained by the Contractor prior to commencement of work or prior to beginning construction and are the specific responsibility of the Contractor (Federal, State and local governments).

Air quality control permitting efforts must be coordinated with DPW ENRD Air Quality Program prior to the start of any construction and prior to making any irrevocable decisions (i.e. purchasing equipment) related to equipment, activities or processes that have the potential to emit air pollutants such as combustion exhaust, dust, asbestos, evaporative emissions, refrigerant, etc. All certifications are the responsibility of the contractor (potable water health certifications, gas weld certifications, refrigerant technician certifications, asbestos removal certifications, etc.) and must be provided to the COR prior to final payment. For this project, this project must meet the latest edition of the UFC 3-260-05A, MUTCD and AC 150/5340-1L.

7.02 The provisions of Public Law 109-58 (Energy Policy Act of 2005) shall be totally incorporated. In the event of a conflict with industry standards, project specifications will take precedence.

7.02.01 All HVAC, Boiler, or related systems must be the most energy efficient. Proper planning is necessary to ensure the design and construction of any new HVAC system is in accordance with the installation’s goals toward Energy Security, Surety, and conservation. The Energy Branch must approve all designs prior to construction and all energy calculations must be included.

7.02.02 All lighting projects are to be LED or equivalent. The Energy Branch must approve all designs prior to construction and all energy calculations must be included.

7.03 The contractor shall obtain specific approval for all materials and equipment that vary from the standards established herein. All work shall be performed in a skillful and workmanlike manner to current applicable industry standards and in accordance with manufacturer instructions. Work requiring certified craftsmen shall be performed by certified personnel. Proof of such certification, training, or other qualifications shall be made available to the Government upon request. If the manufacturer of any product used in accomplishing this project has published an installation and/or operation manual, such manual shall be followed in its entirety. If any organization such as, but not limited to, APA or ANSI publish any construction guide, it will be followed as applicable to this project. If the manufacturer’s manual deviates from any established code, regulation, local requirement or this scope of work, such deviation shall be brought to the attention of the government representative before award, for written resolution. A revised scope of work will be issued to specify such resolution and incorporated in any resulting award.

7.04 Commissioning of major systems (e.g., HVAC, fire protection, etc.) is required, unless otherwise noted.

7.05 The contractor shall comply with Federal directives by recycling at least 50% of Construction waste.

7.06 The contractor shall comply with all Federal, State and Army Environmental requirements. Ensure Contractor responsibilities and operating limitations are noted in proposal [i.e. Storm Water Pollution Prevention Plan (SWPPP) shall be initiated and paid for by the contractor, contractor must conduct and record dust control for all dust-generating activities, contractor cannot use photo chemically-reactive solvents in the application of architectural coating, etc.]. Contractor shall keep all required records as stated in the following (and any others as required by Federal/State authorities) and submit to the government.

7.07 Air, water, asbestos, lead based paint and hazardous waste, among others, need to be covered in any construction, demolition or renovation contract; thus, the contractor is required to maintain all record-keeping and submit it to the appropriate government entity at the appropriate time, with a copy sent to the DPW COR.

7.08 Work on historic buildings must follow the Secretary of Interior’s Standards for the Treatment of Historic Properties, unless otherwise specified. Repair of historic fabric of the building must be completed with in-kind materials and color. If repair is not possible, replacement must be with in-kind material and color to match the historic fabric to the extent possible. All historic fabric of the building is Government property and those items that cannot be reused (such as doors, windows, door/window hardware, hand rails, etc.) shall be returned to the Government after removal from the building.

7.09 Environmental work statement clause for all exterior work (SWPPP)

7.09.01 Through the Arizona Pollutant Discharge Elimination System (AZPDES) permitting program, the Arizona Department of Environmental Quality (ADEQ) regulates the discharge of storm water from construction sites throughout the state including those on military installations.

7.09.01.01 "Construction" refers to actions that result in a disturbance of the land, including clearing, grading, excavating, and other similar activities. It also includes "construction-related activities," areas that support the construction project such as stockpiles, borrow areas, concrete truck washouts, fueling areas, material storage areas and equipment storage areas.

7.09.01.02 Stockpiles, borrow pits, etc. need to be weed-free areas. Contractors shall use certified weed-free fill or contractors must sterilize the fill before bringing it onto the installation.

7.09.02 The AZPDES Storm water Program requires operators of construction sites one acre or larger (including smaller sites that are part of a larger common plan of development) to obtain authorization to discharge storm water under an AZPDES construction storm water permit. The Contractor is responsible for determining whether its construction site will exceed this minimum threshold with consideration of the definition provided above and if so, obtaining coverage under an AZPDES construction storm water permit.

7.09.03 Obtaining coverage under an AZPDES permit entails preparing and implementing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with ADEQ requirements and submitting a Notice of Intent (NOI) for coverage under the applicable AZPDES general permit.

Once ADEQ receives the NOI, ADEQ then issues an authorization certificate to the Contractor.

If a contractor has a sub-contractor working together on the same project, then the contractor and sub-contractor(s) will have to submit a NOI for the same job and separate authorization certificates will be issued to each party.

7.09.04 If the Contractor determines that the project will not exceed the minimum threshold and does not submit an NOI and it is later determined that the threshold is exceeded, the Contractor will be required to stop all work until they have completed the above process. If the appropriate documentation is not provided to the Government prior to the start of construction or once the threshold is exceeded, the Contracting Officer will be notified of the failure to comply with a contract requirement, the ADEQ Enforcement Section will be notified, and other appropriate action will be taken to resolve the matter. The Contractor and any sub-contractor(s) will be liable for any fines levied by ADEQ.

7.09.05 A critical component of the SWPPP is final site stabilization. This generally involves restoring the disturbed area to at least 70% of its former vegetative state. After implementing all aspects of the SWPPP, to include final site stabilization, the contractor submits a Notice of Termination to ADEQ, ending coverage under the AZPDES permit.

7.09.06 The government highly recommends that contractors visit the ADEQ website at https://www.azdeq.gov, under water programs and type in "Construction Permits/SWPPP" in the search box for all relevant information on obtaining coverage.

7.09.07 It is the responsibility of the Contractor to develop a SWPPP that meets applicable requirements; the Government will not review or approve the Contractor SWPPP for compliance with applicable laws. The Contractor and any sub-contractor(s) shall provide a copy of the ADEQ Notice of Intent (NOI) and a copy of the SWPPP to the Government employee performing construction oversight prior to any construction or construction-related activities as defined above. Contractor may request a courtesy inspection by the Government of their site as it conforms to their SWPPP.

8.0 Door Locks

8.01 Exterior and interior doors requiring locks shall be provided with construction cores and keys by the contractor. The using organization is required to acquire the permanent keys and cores through the Directorate of Public Works.

9.0 Clean Up (FAR 52.236-12, Cleaning Up)

9.01 The contractor shall at all times keep the work area, including storage areas, free from accumulation of waste materials. All trash will be removed from the site on a daily basis. Upon completion of the project, all equipment, materials and other items associated with the project shall be removed from the project site and the site shall be left clean. Any and all waste products created during performance of the work shall be removed from the project site, packaged in an environmentally approved manner and disposed of OFF-POST at an environmentally approved disposal site.

10.0 Utilities

10.01 Where available, onsite utilities will be provided to the contractor at their expense and will require a Utility Sales Agreement with Fort Huachuca. These utilities shall be used only in the performance and support of the project.

10.02 Any temporary connection to the utility system will be coordinated with the contracting officer’s representative prior to hook-up. The contractor shall complete the temporary connection and all temporary electrical work in accordance with applicable codes and standards. Temporary electrical wiring and devices shall comply with the current National Electrical Code. Temporary wiring and devices shall be removed at project completion. All temporary electrical work shall be at the contractor’s expense.

10.03 Expansions/tie-ins to the potable water system and/or sewer collection system must be coordinated with the DPW. Some projects for expanding the potable water system and/or the sewer collection system will require an ADEQ 4.01 permit/NOI, prior to breaking ground.

11.0 Storage Areas/Lay Down Yards

11.01 The contractor and the Contracting Officer’s Representative will agree on temporary storage areas and lay down yards in the general location of the project. Request for proposed storage area shall be submitted with the proposal documents. The contractor shall be responsible for the safety, security and maintenance associated with storage areas. Storage areas shall be kept clean and in a neat and organized appearance at all times. If the storage area is not maintained, the Contracting Officer may direct the contractor to store materials off the installation. Storage areas and lay down yards shall be returned to the existing stable state, which may require some rehabilitation of the land, like re-seeding with native grass mixtures.

12.0 DD Form 1354 Worksheet Preparation

12.01 The contractor shall prepare a DD Form 1354 Information Worksheet near completion of the project and submit it to the Government prior to final inspection and acceptance. The contractor may obtain a DD Form 1354 Information worksheet from the DOC CS or the DPW COR.

13.0 Controlled Areas

13.01 The contractor will be escorted for any and all work performed in controlled or secured areas. The occupant of the facility requiring the work will provide an escort for the contractor.

14.0 Waste Disposal and Borrow Pits

14.01 The contractor shall comply with the Fort Huachuca Waste Disposal/Borrow Pit Plan and submit a project specific Environmental Protection/Borrow Pit Plan.

15.0 Contractor Quality Control (CQC)

15.01 The contractor is responsible for quality control and shall establish and maintain an effective quality control system and shall include the following:

15.01.01 The Quality control system shall consist of plans, procedures, and organization necessary to produce an end product that complies with the specified requirements of this project. The system shall cover all construction activities, both on site and off site, and shall be coordinated with the proposed construction schedule.

15.01.02 The contractor shall submit to the COR for review and approval a Contractor Quality Control Plan proposed to implement the specified requirements. The plan shall identify personnel, procedures, controls, instructions, tests, records, and forms to be used. Construction will be permitted to begin only after acceptance of the CQC plan. The plan shall include, as a minimum, the following to cover all construction operations and features.

15.01.02.01 A description of the CQC organization and lines of authority (e.g., Organization Chart).

15.01.02.02 Names, qualifications, duties, responsibilities, and authorities of CQC personnel.

15.01.02.03 Procedures for scheduling, reviewing, certifying, and managing submittals.

15.01.02.04 Procedures for conducting CQC inspections to include routine inspections, follow-up inspections on deficient work, pre-final inspections, and final inspections.

15.01.02.05 Procedures for tracking construction deficiencies from the time of identification through acceptable corrective action (e.g., Deficiency Tracking Log).

15.01.02.06 Documentation and reporting procedures, including proposed reporting format.

15.01.03 The contractor shall maintain current records providing factual evidence that the required QC activities and/or tests have been performed. These records shall be furnished to the Government daily and within 24 hours after the date covered by the report (except when no work is performed; then one report shall be submitted for every seven days of no work). The reports shall include the work of sub-contractors and suppliers and shall be on an acceptable form that includes, as a minimum, the following information:

15.01.03.01 Contractor/subcontractor and their area of responsibility.

15.01.03.02 Work performed each day, giving location, description, and by whom.

15.01.03.03 Weather conditions encountered.

15.01.03.04 Any delays encountered.

15.01.03.05 Test and/or control activities performed with results and references to specifications/drawings.

15.01.03.06 Materials received at the site with statement as to quantity and quality, acceptability, and storage.

15.01.03.07 Submittals and deliverables reviewed.

15.01.03.08 Job safety evaluations stating what was checked, results, and instructions or corrective actions taken.

15.01.03.09 Instructions given or received and conflicts in plans and or specifications.

15.01.03.10 Contractor’s verification statement that equipment and materials incorporated into the work and the workmanship comply with the specified requirements.

15.01.03.11 Air Quality Control – the contractor shall comply with all requirements of the Fort Huachuca Air Quality Control Permit and other Clean Air Act regulations by submitting all required records, including but not limited to the following, as applicable, in accordance with applicable pre-construction/construction/post-construction timelines, to the DPW ENRD Air Quality Program:

15.01.03.11.01 Detailed equipment specifications and activity/process descriptions

15.01.03.11.02 Documentation of equipment that was installed in accordance with manufacturer instruction

15.01.03.11.03 Specifications of removed equipment

15.01.03.11.04 Dust control logs

15.01.03.11.05 Fuel certifications

15.01.03.11.06 Report of run times occurring during equipment installation (i.e. generator hour meter readings)

15.01.03.11.07 EPA engine certifications

15.01.03.11.08 Records of Asbestos NESHAP Notification for Renovation and Demolition Activities forms filed with the appropriate state/county entity and all supporting documentation

15.01.03.11.09 Miscellaneous chemical usage

15.01.03.11.10 Refrigerant loss, etc.

15.01.03.12 All reporting details must be coordinated with the Air Quality Program prior to the start of construction or activity/process.

16.0 Inspection

16.01 All work is subject to inspection and testing by the Government at all places and at all reasonable times before acceptance, in accordance with FAR 52.246-12, Inspection of Construction. Government inspections and tests do not relieve the contractor of the responsibility for providing adequate quality control measures, nor does it constitute or imply Government acceptance of the work. The presence or absence of a Government inspector does not relieve the contractor of complying with the specified requirements, nor is the Government inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

17.0 Accident Prevention

17.01 The contractor shall comply with 29 CFR part 1926, 29 CFR part 1910, all state and local occupational safety and health requirements, and the requirements of EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual.

17.02 The contractor is responsible for accident prevention and safety and shall establish and maintain an effective system.

17.03 The plan shall be developed by a “qualified person” (EM 385-1-1, A-1, 1.a.) and be signed by a representative of the prime contractor’s “corporate office authorized to obligate the company.” The plan shall meet the minimum basic outline requirements contained in EM 385-1-1, Appendix A. The plan shall be job-specific and shall include work to be performed by subcontractors and measures to be taken by the contractor to control hazards associated with materials, services, or equipment provided by suppliers. The accident prevention plan shall include procedures for frequent safety inspections, conducted by competent persons, of the work sites, material, and equipment to ensure compliance with the plan and other referenced standards. Unless otherwise approved, Quality Control personnel shall conduct and document daily safety inspections.

18.0 Submittals

18.01 The contractor shall provide information and/or submit samples of materials that the contractor contemplates incorporating in the work. All submittals shall be at the contractor’s expense.

18.02 The following submittal items are required for this project:

18.02.01 Submittals required prior to start of construction (normally at the PRECON) shall include:

18.02.01.01 Construction schedule

18.02.01.02 Project designs, specifications, design analysis

18.02.01.03 Shop drawings

18.02.01.04 Submittal Register (ENG FORM 4025 and 4288)

18.02.01.05 Catalog cuts (equipment and materials)

18.02.01.06 Finish material samples and/or product data

18.02.01.07 Sub-contractor personnel list (POC with phone number)

18.02.01.08 Quality Control, Accident Prevention, Disposal/Borrow Pit Plans

18.02.01.09 Permits and certifications (Dig Permit, SWPPP/NOIs, 4.01 permits, Hot Work, etc.)

18.02.01.10 Air Quality Control and other Environmental submittals as appropriate

18.02.02 Submittals required during the construction period shall include:

18.02.02.01 Monthly reports to COR

18.02.02.02 Air Quality Control Reports and other Environmental submittals

18.02.02.03 TAB reports – certified by NEBB Technician

18.02.02.04 Draft DD Form 1354 Worksheet

18.02.02.05 Air Quality Control and other Environmental submittals as appropriate

18.02.03 Submittals required near the end of the project but before final inspection:

18.02.03.01 Final DD Form 1354 Worksheet

18.02.03.02 As-Built drawings (per contract requirements)

18.02.03.03 Certified Commissioning Reports

18.02.03.04 O&M manuals – 3 hard copies and one computer disk (CD)

18.02.03.05 All required certifications (potable water piping, gas line joint fusion weld certification, etc.)

18.02.03.06 Training for shop personnel

18.02.03.07 Estimate quantity of all recycled wastes

18.02.03.08 Repair parts list and vendors

18.02.03.09 Maintenance paint

18.02.03.10 Air Quality Control and other Environmental submittals as appropriate (construction water used, Dust control records, etc.)

18.03 If any of the equipment/material submittals are disapproved, the contractor shall resubmit the disapproved submittals for review and comment within five (5) working days of notification of their disapproval. This process shall continue until all equipment/materials are approved by the government.

18.04 If contractor uses or installs materials or equipment without approval, he does so at the risk of subsequent rejection, and replacement at his cost.

18.05 Final Inspection and Acceptance

18.06 Final inspection and acceptance shall be conducted after the pre-final inspection is completed by the CQC representative and the pre-final inspection punch list items are completed by the contractor. The CQC representative compiles the pre-final punch list immediately after the work is completed. The Government’s PM/COR/QA representative will sign for completion documents after the final inspection and its punch list items are corrected; and upon receipt of acceptable As-Built Drawings and any delayed work (seeding prior to rainy season, Air Conditioning Test, Adjustment and Balancing in summer months, etc.).

19.0 Warranty Requirements

19.01 All work shall be covered under the one-year warranty of construction (FAR 52.246-21, Warranty of Construction).

19.02 In addition to the one-year warranty of construction, the contractor shall obtain all warranties that would normally be given in commercial practice and, upon final acceptance of the work (or before), provide a list to the Government of each warranted equipment item, feature of construction, or system.

The list shall indicate the following:

19.02.01 Name of item.

19.02.02 Model and Serial Number.

19.02.03 Installed location.

19.02.04 Name and phone numbers of manufacturers or suppliers.

19.02.05 Names, addresses, and phone numbers of sources of spare parts.

19.02.06 Warranties and terms of warranty. Items with warranties extending beyond the one-year warranty shall be indicated with separate warranty expiration dates.

19.02.07 Start date and duration of warranty period.

19.02.08 Summary of maintenance procedures required to continue the warranty in force with cross-reference to specific pertinent operation and maintenance manuals as applicable.

19.03 The list shall include the status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers, and for all commissioned systems such as fire protection and alarm systems, sprinkler systems, lightning protection systems, etc.

19.04 At approximately four and nine months after acceptance the Government may conduct warranty inspections. The inspections will be scheduled by the Government COR/Project Manager and conducted with the user, and, if possible, contractor personnel attending. A list of deficiencies existing at the time will be compiled and furnished to the Contractor for correction.

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 1000 Destination Government Destination Government 2000 Destination Government Destination Government 3000 Destination Government Destination Government 4000 Destination Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 11-FEB-2021 TO

10-FEB-2022

N/A DIRECTORATE OF PUBLIC WORKS

POC

IMWE-HUA-P

BLDG 22422

3040 BUTLER ROAD

FORT HUACHUCA AZ 85613

W61RSF

1000 POP 11-FEB-2022 TO

10-FEB-2023

N/A (SAME AS PREVIOUS LOCATION)

2000 POP 11-FEB-2023 TO

10-FEB-2024

N/A (SAME AS PREVIOUS LOCATION)

3000 POP 11-FEB-2024 TO

10-FEB-2025

N/A (SAME AS PREVIOUS LOCATION)

4000 POP 11-FEB-2025 TO

10-FEB-2026

N/A (SAME AS PREVIOUS LOCATION)

CLAUSES INCORPORATED BY REFERENCE

52.204-7 System for Award Management OCT 2018 52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.212-4 Contract Terms and Conditions--Commercial Items OCT 2018 52.212-5 (Dev) Contract Terms and Conditions Required to Implement

Statutes or Executive Orders--Commercial Items (Deviation 2018-O0021)

OCT 2020

52.219-6 (Dev) Notice of Total Small Business Set-Aside (DEVIATION 2020-O0008).

MAR 2020

52.229-3 Federal, State And Local Taxes FEB 2013 52.242-15 Stop-Work Order AUG 1989 52.247-34 F.O.B. Destination NOV 1991 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.203-7005 Representation Relating to Compensation of Former DoD

Officials

NOV 2011

252.204-7008 Compliance With Safeguarding Covered Defense Information Controls

OCT 2016

252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting

DEC 2019

252.211-7003 Item Unique Identification and Valuation MAR 2016 252.211-7008 Use of Government-Assigned Serial Numbers SEP 2010

252.222-7999 Attachment Class Deviation 2021-O0001

Combating Race and Sex Stereotyping 252.222-7999 Combating Race and Sex Stereotyping (DEVIATION 2021-O0001) Use this clause in solicitations and contracts, when a contract is contemplated that will include the clause at Federal Acquisition Regulation (FAR) 52.222-26, Equal Opportunity or its Alternate I.

COMBATING RACE AND SEX STEREOTYPING

(DEVIATION 2021-O0001) (NOV 2020)

(a) Definitions. As used in this clause— “Race or sex scapegoating” means assigning fault, blame, or bias to a race or sex, or to members of a race or sex because of their race or sex.

“Race or sex stereotyping” means ascribing character traits, values, moral and ethical codes, privileges, status, or beliefs to a race or sex, or to an individual because of his or her race or…