SOLICITATION_-_W9124A19R0017.pdf

0011340688-0001

The Government intends to aw ard a Firm Fixed-Price, Low est Priced Technically Acceptable (LPTA) contract on an all or none basis, to the offeror that meets all the terms and conditions of this Solicitation to perform upgrades and repairs of the Underground Storage Tanks located at Fort Huachuca, Arizona.

The North American Classification System (NAICS) Subsector Code is 237120 Oil and Gas Pipeline and Related Structures Construction.

The applicable Wage Determaination is Davis-Bacon Act/Construction Wage Rate: Heavy, General Decision Number: AZ20190037, 07/19/2019. The Wage Determination is included in this Solicitation.

Notice to Proceed (NTP) as stated in Block 11 below , w ill not be issued until the Contractor provides suff icient bonding to cover the w ork being performed. Bonds and other payment protections shall be provided w ithin 10 calendar days of aw ard.

KRISTIE JANSEN (520) 538-0401

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

26-Aug-2019

(RFP)

(IFB)

X

CALL:

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

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 _______1 calendar days and complete it w ithin ________180 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, X negotiable. (See _________________________

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 __________0 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________12 Sep 2019 (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 is, X 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

ACC-APG

GARRISON COMMERCIAL ACQUISITION

BUILDING 22208

FT HUACHUCA AZ 85613

W9124A

PAGE OF PAGES

1 OF

CODE W9124A

(Title, identifying no., date):

12B. CALENDAR DAYS

11:00 AM (hour)

Sealed envelopes containing offers

ACC-APG

KRISTIE JANSEN

BUILDING 22208

FT HUACHUCA AZ 85613

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

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

(520) 538-6503FAX:TEL: TEL: (520) 538-0401 FAX:

W9124A19R0017 49

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

W9124A19R0017

Section 00 10 00 - Solicitation

SPECIAL INSTRUCTIONS

A. SITE VISIT SCHEDULE:

***A Site Visit is scheduled for Wednesday, 04 September 2019, 0800 to 1130 (Arizona Time).***

1. The Site Visit will include visits to each of the locations listed in the Statement of Objectives’ (SOO) Section D.

2. All vendors who need access to the military installation must come through the Van Deman Gate of Fort Huachuca, located at the corner of State Highway 90 Bypass and State Highway 90.

3. Please allow time for travel from the Van Deman Gate to the Site Visit meeting location.

4. If applicable, vendors will also need to allow themselves ample time to obtain a pass at the Van Deman Gate in addition to time for travel from the Van Deman Gate to the Site Visit meeting location.

5. Attending the Site Visit is not mandatory, but highly encouraged.

B. ATTENDING THE SITE VISIT:

***If you are interested in attending the Site Visit you shall:***

1. Shall send an email stating the company name, attendees’ names, attendees’ email addresses, and phone numbers to the following so they are aware of who will be attending from your company.

PLEASE NOTE: The number of attendees representing each vendor is limited to two representatives/persons.

Kristie Jansen Contract Specialist kristie.l.jansen.civ@mail.mil

Scott Olson Contracting Officer’s Representative scott.h.olson4.civ@mail.mil

2. Shall be in the conference room by 0800. We will leave this location to travel to each of the locations listed in Section D of the SOO shortly after 0800.

3. The conference room is located as follows:

Directorate of Contracting (DOC) 600 Augur Avenue Bldg. 22208 Fort Huachuca, Arizona 85613

4. Please note the front side of the DOC building is facing Augur Avenue, the back side of the DOC building is facing Christy Avenue.

5. Signs: There will be signs on the back side of the building to show location of conference room.

6. Parking: Please park on the back side of the DOC building in the parking lot located on Christy Avenue.

7. Questions: No questions will be answered during this time. If you would like to submit a question, please see Questions section below.

8. Pictures/Video: Picture taking and video are not authorized at any time!!!

C. QUESTIONS:

***Any questions about the Solicitation must be submitted via e-mail by

Friday, 06 September 2019.***

1. Questions submitted after this date will not be addressed. No questions will be answered telephonically. All questions must be submitted via e-mail to the Point of Contact:

Kristie Jansen Contract Specialist kristie.l.jansen.civ@mail.mil

2. Please provide the applicable SOO paragraph number, page number, CLIN number, or other applicable location in the Solicitation for each question.

3. All questions received will be answered and distributed to all parties by a posting under the Solicitation number to https://www.fbo.gov, without an identification of the requestor.

4. Check https://www.fbo.gov one week after the submission date for questions. No verbal or email response will be provided.

D. SYSTEM FOR AWARD MANAGEMENT (SAM):

1. Any contract with the government requires registration in the SAM prior to award. It is also required for any contractor doing business with the government under contract be registered in ORCA, website https://www.sam.gov.

2. For questions or assistance with SAM please visit https://www.sam.gov and click the HELP link or speak to your local servicing Small Business Administration (SBA). You may locate your local servicing SBA at https://www.sba.gov/.

E. CERTIFICATION:

1. Contractor performing work shall be certified by the Arizona Department of Environmental Quality (ADEQ) to perform UST upgrade, repair, and testing certification work and shall be listed on the ADEQ’s UST Service Provider Certification Listing located at https://azdeq.gov/ prior to award.

2. Please contact the ADEQ for any certification related questions.

F. BASIS FOR CONTRACT AWARD:

The Government will award a Firm Fixed-Price Contract on an all or none basis, to the lowest priced, technically acceptable offer that meets all the terms and conditions of the Solicitation.

G. PROPOSAL PREPARATION:

1. Proposals will be evaluated based upon technical approach per the SOO for each repair task outlined in Section D of the SOO and as described in Section E of the SOO.

2. To assure timely and equitable evaluation of proposals, offerors must follow the instructions contained herein. Proposals shall be complete and include all information the offeror wants the Government to consider and evaluate and conform to all required terms and conditions.

H. PRICING:

1. CLINS:

Please provide a price for each CLIN pages 8-10 and total all CLINs in your proposal (SF 1442) to show the total overall price for each CLIN. Unit Price, Amount, and Net Amount shall be filled in for each CLIN.

2. PRICE SUMMARY:

Complete the Price Summary below.

PRICE SUMMARY:

TASKS CLINs Price ($)

a. ONE 0001 _______________________

b. TWO 0002 (+)_______________________

c. THREE 0003 (+)_______________________

d. FOUR 0004 (+)_______________________

e. FIVE 0005 (+)_______________________

TOTAL PRICE (Please add a-f above.) (=)_______________________

3. COST PROPOSAL:

Provide a cost proposal detailing price for TASKS ONE through FIVE as described per paragraph A.8. of the SOO to address all factors listed in paragraph K below.

I. PROPOSALS/SPECIFICATIONS SUBMISSIONS:

Proposals/Specification Sheets are to be submitted via e-mail to the Point of Contact listed below by the offer due date stated in Block 13 of the SF 1442.

J. POINT OF CONTACT (POC):

Contract Specialist (CS): Kristie Jansen E-mail: kristie.l.jansen.civ@mail.mil

K. PROPOSAL EVALUATION:

1. CRITERIA/FACTORS:

Offers will be evaluated utilizing the following evaluation criteria via Lowest Price, Technically Acceptable (LPTA) source selection procedures, utilizing the following factors:

FACTOR 1. TECHNICAL APPROACH (STATEMENT OF WORK):

a. Contract Execution Overview

b. Labor Hours/Labor Categories

c. Materials/Equipment/Organization

d. Specific Personnel

e. Scheduling Methodology

f. Safety and Quality Control Concept

FACTOR 2. PAST PERFORMANCE

(Experience related to UST upgrades and repairs. Please provide three contract numbers for past performance.)

FACTOR 3. PRICE

2. EVALUATION RATINGS:

a. FACTOR 1 and 2:

The following ratings will be used to determine whether the proposal meets the requirements of “Technical” and “Past Performance”, to the extent evaluated, are Acceptable or Unacceptable.

RATING: DESCRIPTION:

ACCEPTABLE

Proposal clearly meets the minimum requirements in the solicitation.

UNACCEPTABLE

Proposal does not clearly meets the minimum requirements in the solicitation.

b. FACTOR 3:

The Government will evaluate price to determine whether an offeror’s proposed price for the requirement is accurate and complete, and is fair and reasonable.

L. PROPOSAL SUBMISSION CHECKLIST:

Completed Standard Form 1442

1. Page 2 Blocks 14-20C. and 28-30C.

2. Page 5 paragraph D., Registered in SAM with NAICS 237120 listed in Reps & Certs.

3. Page 5 paragraph E. and SOO Section C., UST Certification current with ADEQ and proof provided.

4. Page 5 paragraph G., prepare a Cost Proposal in accordance with (IAW) Special Instructions paragraph G and IAW SOO paragraph A.8. to address all proposal evaluation factors in order as listed on page 5 of paragraph K for each tasks in order as listed in SOO section D.

5. Page 5 paragraph H.1. Pricing of CLINs completed.

6. Page 5 paragraph H.2. Price Summary completed.

7. Page 5 paragraph H.3. prepare a Cost Proposal as stated in paragraph 4 above.

8. Page 30 of the SF 1442 complete the Contract Administration section.

9. Review entire Solicitation to make sure all instructions have been followed.

10. Vendor shall follow SF30 Amendment #0001, Block 14 instructions.

12. Submit completed package to kristie.l.jansen.civ@mail.mil.

(End of Special Instructions)

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

REPAIR TASK ONE

FFP

AAFES REGIMENTAL TROOP STORE/MINI MALL

Repair USTs located at the Van Deman Gate AAFES Regimental Troop Store/Mini Mall per tasks listed in Section E.1. of this SOO. The contractor shall invoice upon approval of the COR.

FOB: Destination

PURCHASE REQUEST NUMBER: 0011340688-0001

PSC CD: F109

NET AMT

0002 1 Job

REPAIR TASK TWO

FFP

AAFES BUFFALO SOLDIER GATE EXPRESS

Repair USTs located at the AAFES Buffalo Soldier Gate Express per tasks listed in Section E.2. of this SOO. The contractor shall invoice upon approval of the COR.

FOB: Destination

0003 1 Job

REPAIR TASK THREE

FFP

GREELY HALL – 5,000 GALLON TANK

Repair the 5,000 gallon tank UST located at Greely Hall per tasks listed in Section E.3. of this SOO. The contractor shall invoice upon approval of the COR.

FOB: Destination

0004 1 Job

REPAIR TASK FOUR

FFP

GREELY HALL – 500 GALLON TANK #1

Repair the 500 gallon tank #1 UST located at Greely Hall per tasks listed in Section E.4. of this SOO. The contractor shall invoice upon approval of the COR.

FOB: Destination

0005 1 Job

REPAIR TASK FIVE

FFP

GREELY HALL – 500 GALLON TANK #2

Repair the 500 gallon tank #2 UST located at Greely Hall per tasks listed in Section E.5. of this SOO. The contractor shall invoice upon approval of the COR.

FOB: Destination

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 180 dys. ANP 1 W6CF INSTALLATION SUPPORT

W6CF DIR DPW

BLDG 90312 MACHOL ST

FT HUACHUCA AZ 85613-6000

520-533-1201 FOB: Destination

W61RSF

0002 180 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0003 180 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0004 180 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

0005 180 dys. ANP 1 (SAME AS PREVIOUS LOCATION)

STATEMENT OF OBJECTIVES

STATEMENT OF OBJECTIVES

UNDERGROUND STORAGE TANKS’

UPGRADES & REPAIR

Solicitation: W9124A-19-R-0017

Directorate of Public Works (DPW) Date: 23 August 2019

A. STATEMENT OF OBJECTIVES (SOO)

A.1. The objective of this contract is to perform Arizona Department of Environmental Quality (ADEQ) certified upgrades and repairs of all underground storage tanks (USTs) and associated piping, sumps, and other tank system components at the locations listed in the Specific Tasks section of this SOO.

A.2. Contractor performing work shall be certified by the ADEQ to perform UST work and shall be listed on the ADEQ UST Service Provider Certification Listing located at https://azdeq.gov/ prior to award.

A.3. Work shall be performed and completed in accordance with all Federal, State, and local regulations such as but not limited to: Occupational Health and Safety (OSHA), Department of Transportation (DOT), ADEQ, and Environmental Protection Agency (EPA) regulations governing the services performed in accordance with this SOO and manufacturer’s requirements in accordance with the terms and conditions of this contract.

A.4. The contractor shall obtain all required bonds, permits, and be registered and certified as required by Federal, State, and local laws and regulations governing the repairs and certifications performed in accordance with this SOO.

A.5. The contractor shall perform all inspections and testing on all repairs per the requirements stated in the Federal, Arizona state UST regulations, as well as, relevant manufacturer instructions.

A.6. The contractor shall provide and obtain all labor, parts, materials, tools, equipment, transportation, supervision, management, permits, fees, certifications, and licenses to perform visual and physical inspections, repair, and testing of all USTs as listed in the Sections D and E of this SOO.

A.7. The contractor shall be responsible for response and clean-up of all fuel spilled as part of its operations within Fort Huachuca property.

A.8. A non-specific statement of objectives for these upgrades and repair project is provided at Section E;

contractor shall prepare a more detailed scope of work outlining their Technical Approach (i.e., Contract Execution Overview; Labor Hours/Labor Categories; Materials/Equipment/Organization; Specific Personnel;

Scheduling Methodology; Safety and Quality Control Concept); Past Performance (i.e.; Experience related to this project.); and shall provide individual pricing total for each Repair Task with the total price break out. The contractor shall provide a total amount for all the work listed in this SOO. The contractor shall include a statement that the company holds all required certifications and licenses to perform this type of work as stated in Section C.

A.9. The vendor is highly encouraged to attend the scheduled Pre-Conference/Site-Visit to field verify the area of work before submitting their proposal.

A.10. The period of performance for this contact is 180 calendar days from the Notice to Proceed date. All work under this contract shall be completed by the end of the performance period.

A.11. This is not a design-build project.

A.12. Interior Lining or Decommissioning certification is not planned for this project.

A.13. The place of performance is located at Fort Huachuca, Arizona, which is approximately 75 miles southeast of Tucson, Arizona along State Highway 90.

A.14. The government anticipates award of a firm-fixed price contract resulting from this solicitation.

B. PROJECT BACKGROUND

B.1. The USTs located on Fort Huachuca at Greely Hall, AAFES Regimental Troop Store/Mini Mall, and AAFES Buffalo Soldier Gate Express are in need of upgrades and repair due to having reached their life expectancy.

B.2. The SOO encompasses repairs, testing and inspection of those repairs, and monitoring /alarm systems.

C. CERTIFICATION

C.1. Contractor performing work shall be certified by the ADEQ to perform UST upgrade, repair, and testing certification work and shall be listed on the ADEQ’s UST Service Provider Certification Listing located at https://azdeq.gov/ prior to award.

C.2. Contractor must provide proof that the firm has been engaged in repair and certification services required to satisfy the requirements listed in this SOO and has the qualifications both in terms of expertise and access to proper and standardized equipment to accomplish the work as required.

C.3. Technicians performing upgrades, repairs, testing, and certifications on tank systems in accordance with this SOO must be qualified to perform the specific task and have the appropriate level of Operator Training and Tank Service Provider Certification, as applicable.

C.4. The contractor must submit proof of training and certification in proposal to the Government, and within ten

(10) business days following re-certification and equipment re-calibration, as required. If the contractor fails to submit proof of training and certification with proposal, the contractor shall be eliminated from consideration and shall not be eligible for contract award.

C.5. The contractor shall submit proof of calibration of equipment used in certification and testing services to the COR within ten (10) business days of contract award.

D. UNDERGROUND STORAGE TANKS’ LOCATIONS

LOCATION

REPAIR

TASK

NUMBER

OF TANKS

CONTENTS

GALLONS

CAPACITY

EACH

TANK

INSTALATION

DATE

MATERIAL

AAFES VAN

DEMAN GATE

REGIMENTAL

TROOP

STORE/MINI

MALL

Building 82301

ONE

GASOLINE

10,000

Fiberglass

AAFES

BUFFALO

SOLDIER

GATE

EXPRESS

15491

TWO

20,000

16,000

DIESEL

6,000

GREELY

HALL

61801

THREE

JP-8/F-24

8,000

FOUR

Tank #1

FIVE

Tank #2

E. STATEMENT OF OBJECTIVES (SOO)

The following list is not detailed in scope; the contractor shall provide a more specific scope of work per paragraph A.8. and as required in the Solicitation:

E.1. REPAIR TASK ONE - REPAIR USTS LOCATED AT THE VAN DEMAN GATE AAFES

REGIMENTAL TROOP STORE/MINI MALL

Scope: The contractor shall provide all labor, parts, materials, tools, equipment, transportation, certified personnel, supervision, and management to perform visual and physical inspections, repair, and testing of all USTs and associated piping, sumps, and other tank system components at the locations listed in the Section D of this SOO.

The Contractor shall provide a project plan which states the number of personnel who will be utilized for this effort by Repair Task One. Services shall be performed in accordance with this SOO during normal work hours for all USTs listed. All items will be installed to manufacturer’s recommendations. The Contractor shall complete the following tasks as described below:

E.1.1. Replace Five (5) Dispenser Sump Basins:

Basins have been improperly modified and require replacement to properly do the job. Currently C-clamps purchased from a local home improvement store are in place and the fiberglass sump basin is cut in various locations. The Dispenser sumps must be liquid tight and contain any leaks under the dispenser. Current status is not liquid tight and will not contain leaks. Complete with Impact Brackets and Stabilizer bars.

E.1.2. Replace All Flex Connectors:

Life expectancy has been exceeded. These flex connectors are have failure points/locations.

E.1.3. Additional Grounding, Bonding Jumpers, Etc.:

Grounding on each dispenser needs to be properly addressed. National Electric Code Art 250 2017 requires more grounding than what is currently present at this location.

E.1.4. Replace Four (4) Gas Leak Detectors and Sump Water Sensors:

Life expectancy has been exceeded. A gas leak detector is a device that detects the presence of gases in an area, often as part of a safety system. These detectors are a part of the Automatic Tank Gauge Monitoring System.

E.1.5. Replace Fifteen (15) Emergency Shear Valves:

Life expectancy has been exceeded. Emergency Shear Valves are installed on fuel-supply lines beneath dispensers at grade level to minimize hazards associated with collision or fire at the dispenser. If the dispenser is pulled over or dislodged by collision, the top of the valve breaks free at the integral shear groove, activating poppets that shut off the flow of fuel.

E.1.6. Replace Four (4) Manways (Adaptor) Over Top Tank Sump:

Life expectancy has been exceeded. The importance of manway is to shed off water, debris, and limit access.

Elevate new Manway 1” minimum above new grade then transition asphalt/concrete to new grade. This location has issues with acetic acid. The Contractor shall clean all scale off of existing equipment and paint with appropriate coating.

E.1.7. Improve Four (4) Manway Drainage:

Water is collecting internally and is not draining. The drainage inside the manway needs to disperse the incoming rain water.

E.1.8. Replace Four (4) Interstitial Probe/Device:

The existing probe/devices have exceeded their life expectancy.

E.1.9. Replace Pipe Penetration Seal Boots:

The existing pipe penetration seal boots have exceeded their life expectancy.

E.1.10. Replace Three (3) Submersible fuel pumps:

The existing submersible fuel pumps have exceeded their life expectancy.

E.1.11. Replace Eight (8) Fill Caps:

Life expectancy has been exceeded.

E.1.12. Replace Eight (8) Fill Spill Containers:

Life expectancy has been exceeded.

E.1.13. Remove/Replace Concrete Tank Cover:

The current concrete tank cover is not designed to shed storm water away from the fill/spill containers or manways. The concrete cannot support a fuel transport vehicle. The current manway drainage is adequate.

Approx. 1,936 square feet by 11 inches thick minimum and reinforced.

E.1.14. Soil Contamination:

If soil contamination is discovered at this location, the Contractor shall notify the Contracting Officer Representative (COR) immediately. See Section L.

E.2. REPAIR TASK TWO - REPAIR USTS LOCATED AT THE AAFES BUFFALO SOLDIER GATE

EXPRESS

Scope: The contractor shall provide all labor, parts, materials, tools, equipment, transportation, certified personnel, supervision, and management to perform visual and physical inspections, repair, and testing of all USTs and associated piping, sumps, and other tank system components at the locations listed in the Section D of this SOO.

The Contractor shall provide a project plan which states the number of personnel who will be utilized for this effort by Repair Task Two. Services shall be performed in accordance with this SOO during normal work hours for all USTs listed. All items will be installed to manufacturer’s recommendations. The Contractor shall complete the following tasks as described below:

E.2.1. Repair Tank Vent(s):

Current configuration is not properly supported. Tank vents are required to maintain tanks at atmospheric pressure. Air flows into the tank as the fuel level is lowered, and it flows out of the tank when the tank is filled.

Currently, both premium and regular fuel tanks share a vent this needs to be corrected. One Pressure Vacuum Vent is required. The current tanks vents are not properly supported, supports need to be added.

E.2.2. Replace Three (3) Overfill Prevention Devices with Automatic Shut-Off Devices:

Life expectancy has been exceeded.

E.2.3. Replace Three (3) Tank Sump cover with a Mechanically Fastened Sump Cover:

Current configuration is inadequate and does not meet ADEQ requirements. The Tank sump penetrations need to be sealed with liquid-tight penetrations fittings. The sump cover prevents water that enters the manway from entering the tank sump. The tank sump and existing penetrations are hydrostatic tested to ADEQ requirements.

E.2.4. Replace all Pipe Penetration Seal Boots:

The existing pipe penetration seal boots have exceeded their life expectancy or no longer sealing.

E.2.5. Replace All Flex Connectors:

Life expectancy has been exceeded. These flex connectors have failure points/locations.

E.2.6. Replace Six (6) Dispenser Sump Basins:

Life expectancy has been exceeded. The Dispenser sumps must be liquid tight and contain any leaks under the dispenser. Current status is not liquid tight and will not contain leaks. Complete with Impact Brackets and Stabilizer bars.

E.2.7. Replace Three (3) Gas Leak Detectors and Sump Water Sensors:

Life expectancy has been exceeded. A gas leak detector is a device that detects the presence of gases in an area, often as part of a safety system. These detectors are a part of the Automatic Tank Gauge Monitoring System.

E.2.8. Replace Sixteen (16) Emergency Shear Valves:

Life expectancy has been exceeded. Emergency Shear Valves are installed on fuel-supply lines beneath dispensers at grade level to minimize hazards associated with collision or fire at the dispenser. If the dispenser is pulled over or dislodged by collision, the top of the valve breaks free at the integral shear groove, activating poppets that shut off the flow of fuel.

E.2.9. Replace Three (3) Manways (Adaptor) over top tank sump:

Life expectancy has been exceeded. The importance of manway is to shed off water, debris, and limit access.

Elevate new manway 1” minimum above new grade then transition asphalt/concrete to new grade. This location is showing issues with acetic acid. The Contractor shall clean all scale off of existing equipment and paint with appropriate coating.

E.2.10. Improve Three (3) Manway Drainage:

Water is collecting internally and is not draining. The drainage inside the manway needs to disperse the incoming rain water.

E.2.11. Replace Three (3) Interstitial Probe/Device:

Interstitial monitoring is a method of leak detection that can be used on double-walled piping systems.

E.2.12. Replace Three (3) Submersible fuel pumps:

The existing submersible fuel pumps have exceeded their life expectancy.

E.2.13. Replace Six (6) Fill Caps:

Life expectancy has been exceeded.

E.2.14. Replace Six (6) Fill Spill Containers:

Life expectancy has been exceeded. Fill Spill Containers are designed to prevent spilled product from entering the soil near the fill and vapor-return riser connections on USTs during normal tank-fill operation, or in the event of tank overfill. The spill containers catch spillage to help prevent soil contamination and groundwater pollution.

E.2.15. Additional Grounding, Bonding Jumpers, Etc.:

Grounding on each dispenser needs to be properly addressed. National Electric Code Art 250 2017 requires more grounding than what is currently present at this location.

E.2.16. Install a Drainage Trench:

Install a drainage trench around existing Tank Concrete Cover. Please see Attachment #1 Drainage Trench.

E.2.17. Soil Contamination:

If soil contamination is discovered at this location, the Contractor shall notify the Contracting Officer Representative (COR) immediately. See Section L.

E.3. REPAIR TASK THREE – GREELY HALL – 8,000 GALLON TANK

Scope: The contractor shall provide all labor, parts, materials, tools, equipment, transportation, certified personnel, supervision, and management to perform visual and physical inspections, repair, and testing of all USTs and associated piping, sumps, and other tank system components at the locations listed in the Section D of this SOO.

The Contractor shall provide a project plan which states the number of personnel who will be utilized for this effort by Repair Task Three. Services shall be performed in accordance with this SOO during normal work hours for all USTs listed. All items will be installed to manufacturer’s recommendations. The Contractor shall complete the following tasks as described below:

E.3.1. One (1) Automatic Tank Gauge (ATG) Monitoring System:

The electrical panels need to be modified to meet NEC Code. Need to have the Automatic Tank Gauge Monitoring System and the generator’s fuel pump on separate breakers. Double-walled tanks are designed to prevent releases into the environment by containing fuel in the “interstitial space” between the two tanks if a leak occurs from the inner tank. A typical leaking UST scenario involves the release of a fuel product from an UST that can contaminate surrounding soil, groundwater, or surface waters, or affect indoor air spaces. EPA designed part of the technical regulations for UST systems to prevent releases from USTs. The regulations require owners and operators to properly install UST systems and protect their USTs from spills, overfills, and corrosion and require correct filling practices to be followed. In addition, owners and operators must report the existence of new UST systems, suspected releases, UST system closures, and keep records of operation and maintenance.

E.3.2. Fuel Supply/Return and Electrical Conduit Separation at 8,000 Gallon Tank:

The existing electrical conduit separation does not meet current code. The contractor shall reroute electrical conduit to meet required codes and standards.

E.3.3. Replace Supply/Return Fuel Piping:

Replace supply & return fuel piping from 6” above existing grade to the tank. This work shall be completed at each tank. The piping new piping shall be coated with approved coating material. New Piping shall comply with ADEQ requirements.

E.3.4. Replace One (1) Overfill Prevention Devices with Automatic Shut Off Devices:

Life expectancy has been exceeded. Overfill prevention valve is designed to prevent overfilling storage tanks by providing a positive shut-off during a pressurized fill.

E.3.5. Replace One (1) Tank Sump cover with a Mechanically Fastened Sump Cover:

The existing submersible fuel pumps have exceeded their life expectancy. The sump cover prevents water that enters the manway from entering the tank sump. The tank sump penetrations need to be sealed with Liquid-tight penetrations fittings.

E.3.6. Replace All Flex Connectors:

Life expectancy has been exceeded. These flex connectors have failure points/locations.

E.3.7. Replace One (1) Gas/Diesel Leak Detectors and Sump Water Sensor:

Life expectancy has been exceeded. A gas leak detector is a device that detects the presence of gases in an area, often as part of a safety system. These detectors are a part of the Automatic Tank Gauge Monitoring System.

E.3.8. Replace One (1) Overfill Prevention Devices with Automatic Shut Off Devices:

Life expectancy has been exceeded.

E.3.9. Replace One (1) Manways (Adaptor) over top tank sump at 8,000 Gallon Tank:

Life expectancy has been exceeded. The importance of manway is to shed off water, debris, and limit access.

Elevate new manway 1” minimum above new grade then transition asphalt/concrete to new grade.

E.3.10. Replace Pipe Penetration Seal Boots:

The existing pipe penetration seal boots have exceeded their life expectancy.

E.3.11. Replace One (1) Interstitial Probe/Device:

Life expectancy has been exceeded.

E.3.12. Replace Two (2) Fill Caps:

Life expectancy has been exceeded.

E.3.13. Replace Two (2) Fill Spill Containers at 8,000 Gallon Tank:

Life expectancy has been exceeded. Fill Spill Containers are designed to prevent spilled product from entering the soil near the fill and vapor-return riser connections on USTs during normal tank-fill operation, or in the event of tank overfill. The spill containers catch spillage to help prevent soil contamination and groundwater pollution.

E.3.14. Remove/Replace Concrete/Asphalt Tank Cover:

The current concrete tank cover isn’t designed to shed storm water away from the Fill/Spill containers or manways.

The concrete cannot support a fuel transport vehicle. Provide traffic bollards to protect fueling piping and equipment on piers and wharves. Utilize concrete-filled steel pipe of minimum 4-inch (100 mm) diameter and 4-foot (1.2 m) height, embedded in concrete or welded to a steel plate mounted on the structure. If the Contractor intends to embed traffic bollards, the Contractor shall meet or exceed any codes, standards, or requirement. The current Manway drainage is adequate. Approx. 351 square feet by 11 inches thick minimum and reinforced. Government Engineer assumed 96 inch by 22 L.F. tank and used a 13 L.F. by 27 L.F. cover.

E.3.15. Regrade Existing Slope:

Regrade existing slope to divert storm water away from 8,000 gallon UST. Currently, the storm water is routed towards the manway of the tank. The tank sump fills with storm water each time it rains.

E.3.16. Move Existing Downspout on Generator Building:

Move existing downspout on generator building from Northeast corner to middle of building on North side. This work will aide in diverting storm water away from the existing tank sump. Additional rain gutter material/work may be required. The approximate footage of rain gutter material/work is 82 L.F. and 12 L.F. of downspout will be required. Please see Attachment #2 Generator Gutter.

E.3.17. Soil Contamination:

If soil contamination is discovered at this location, the Contractor shall notify the Contracting Officer Representative (COR) immediately. See Section L.

E.4. REPAIR TASK FOUR – GREELY HALL – WEST - 500 GALLON TANK #1

Scope: The contractor shall provide all labor, parts, materials, tools, equipment, transportation, certified personnel, supervision, and management to perform visual and physical inspections, repair, and testing of all USTs and associated piping, sumps, and other tank system components at the locations listed in the Section D of this SOO.

The Contractor shall provide a project plan which states the number of personnel who will be utilized for this effort by Repair Task Four. Services shall be performed in accordance with this SOO during normal work hours for all USTs listed. All items will be installed to manufacturer’s recommendations. The Contractor shall complete the following tasks as described below:

E.4.1. One (1) Automatic Tank Gauge (ATG) Monitoring System:

The electrical panels need to be modified to meet NEC Code. Need to have the Automatic Tank Gauge Monitoring System and the generator’s fuel pump on separate breakers. Double-walled tanks are designed to prevent releases into the environment by containing fuel in the “interstitial space” between the two tanks if a leak occurs from the inner tank. Informational: A typical leaking underground storage tank (UST) scenario involves the release of a fuel product from an underground storage tank (UST) that can contaminate surrounding soil, groundwater, or surface waters, or affect indoor air spaces. EPA designed part of the technical regulations for underground storage tank (UST) systems to prevent releases from USTs. The regulations require owners and operators to properly install UST systems and protect their USTs from spills, overfills, and corrosion and require correct filling practices to be followed. In addition, owners and operators must report the existence of new UST systems, suspected releases, UST system closures, and keep records of operation and maintenance.

E.4.2. Replace Supply/Return Fuel Piping:

Replace supply & return fuel piping from 6” above existing grade to the tank. This work shall be completed at each tank. The new piping shall be coated with approved coating material. New Piping shall comply with ADEQ requirements.

E.4.3. Replace One (1) Tank Sump cover with a Mechanically Fastened Sump Cover:

The existing submersible fuel pumps have exceeded their life expectancy. The Tank sump penetrations need to be sealed with Liquid-tight penetrations fittings. The Sump cover prevents water that enters the manway from entering the tank sump.

E.4.4. Replace One (1) Gas/Diesel Leak Detectors and Sump Water Sensors:

Life expectancy has been exceeded. A gas leak detector is a device that detects the presence of gases in an area, often as part of a safety system. These detectors are a part of the Automatic Tank Gauge Monitoring System.

E.4.5. Replace One (1) Overfill Prevention Devices with Automatic Shut Off Devices:

Life expectancy has been exceeded. Overfill prevention valve is designed to prevent overfilling storage tanks by providing a positive shut-off during a pressurized fill.

E.4.6. Replace One (1) Manways (Adaptor) and Rank Sump over top existing tank at 500 Gallon Tanks:

Life expectancy has been exceeded. The importance of manway is to shed off water, debris, and limit access.

Elevate new Manway 1” minimum above new grade then transition asphalt/concrete to new grade.

E.4.7. Replace all Flex Connectors:

Life expectancy has been exceeded. These flex connectors are failure points/locations.

E.4.8. Replace Pipe Penetration Seal Boots:

The existing pipe penetration seal boots have exceeded their life expectancy.

E.4.9. Add Vent at 500 Gallon Tank #1:

A pressure vacuum vent cap is required to prevent rain/storm water from entering the UST Vent. Existing vent stack in place. Coat existing tank vent piping with approved coating.

E.4.10. Remove/Replace Concrete/Asphalt Tank Cover:

The current concrete tank cover isn’t designed to shed storm water away from the Fill/Spill containers or manways.

The concrete cannot support a fuel transport vehicle. Provide traffic bollards to protect fueling piping and equipment on piers and wharves. Utilize concrete-filled steel pipe of minimum 4-inch (100 mm) diameter and 4-foot (1.2 m) height, embedded in concrete or welded to a steel plate mounted on the structure. If the Contractor intends to embed traffic bollards, the Contractor shall meet or exceed any codes, standards, or requirement. The current Manway drainage is adequate. Approx. 180 square feet by 6 inch thick minimum and reinforced.

E.4.11. Soil Contamination:

If soil contamination is discovered at this location, the Contractor shall notify the Contracting Officer Representative (COR) immediately. See Section L.

E.5. REPAIR TASK FIVE – GREELY HALL – EAST - 500 GALLON TANK #2

Scope: The contractor shall provide all labor, parts, materials, tools, equipment, transportation, certified personnel, supervision, and management to perform visual and physical inspections, repair, and testing of all USTs and associated piping, sumps, and other tank system components at the locations listed in the Section D of this SOO.

The Contractor shall provide a project plan which states the number of personnel who will be utilized for this effort by Repair Task Five. Services shall be performed in accordance with this SOO during normal work hours for all USTs listed. All items will be installed to manufacturer’s recommendations. The Contractor shall complete the following tasks as described below:

E.5.1. Replace Supply/Return Fuel Piping:

Replace supply & return fuel piping from 6” above existing grade to the tank. This work shall be completed at each tank. The piping new piping shall be coated with approved coating material. New Piping shall comply with ADEQ requirements.

E.5.2. Replace One (1) Tank Sump cover with a Mechanically Fastened Sump Cover:

The existing submersible fuel pumps have exceeded their life expectancy. The tank sump penetrations need to be sealed with liquid-tight penetrations fittings. The sump cover prevents water that enters the manway from entering the tank sump.

E.5.3. Replace One (1) Overfill Prevention Devices with Automatic Shut Off Devices:

Life expectancy has been exceeded. Overfill prevention valve is designed to prevent overfilling storage tanks by providing a positive shut-off during a pressurized fill.

E.5.4. Replace One (1) Gas/Diesel Leak Detectors and Sump Water Sensors:

Life expectancy has been exceeded. A gas leak detector is a device that detects the presence of gases in an area, often as part of a safety system. These detectors are a part of the Automatic Tank Gauge Monitoring System.

E.5.5. Replace One (1) Manways (Adaptor) and Rank Sump over top existing tank at 500 Gallon Tanks:

Life expectancy has been exceeded. The importance of manway is to shed off water, debris, and limit access.

Elevate new Manway 1” minimum above new grade then transition asphalt/concrete to new grade.

E.5.6. Replace all Flex Connectors:

Life expectancy has been exceeded. These flex connectors are failure points/locations.

E.5.7. Replace Pipe Penetration Seal Boots:

The existing pipe penetration seal boots have exceeded their life expectancy.

E.5.8. Remove/Replace Concrete Tank Cover:

The current concrete tank cover isn’t designed to shed storm water away from the Fill/Spill containers or manways.

Approx. 144 square feet by 12 inches thick minimum and reinforced. Existing handrail shall be reused.

E.5.9. Soil Contamination:

If soil contamination is discovered at this location, the Contractor shall notify the Contracting Officer Representative (COR) immediately. See Section L.

F. SCHEDULE --- PROPOSED SCHEDULE/MILESTONES/DELIVERY TABLE

The following schedule is proposed for this project based on calendar days. The contractor may propose variations to this schedule as part of the proposal for this project. The actual schedule will be finalized prior to contract award.

MILESTONE/DELIVERABLE

RESPONSIBILITY

DATE

Solicitation Pre-Award Site Visit (F.3.)

Government/Contractor

See Special Instructions

Solicitation Questions & Answers, Revisions, Award, Successful Offeror Letter Issued with Instructions

Government

See Special Instructions

Pre-Construction Orientation Conference (PM to discuss Bonds (F.2.); Permits (F.3.); Utilities, Keys, Facilities, & Storage (F.4.);

Work Scheduling:

Weekend/Overtime Work (F.5.);

Deliverables/Submittals (F.6.);

Approvals (F.7. - F.9.);

Inspections Testing (F.8.); Final Inspections (F.10.); Emergencies (G.), Training (H.); Payments (I.);

Regulations, Access, Escorts- Greely Hall coordination, etc.)

Within a few calendar days of award.

Payment and Performance Bonds/Dig Permits/Installation Access Passes (F.2.)

Contractor

Within 10 calendar days of award.

Schedule Approvals (F.5.)

Government

Pending

Submittals (Includes everything to begin the project.)

ENG FORM 4025 and 4288 (F.2, F.6.)

Due 10 calendar days before on-site work begins.

Begin Contract Work

Within 10 calendar days of award.

Monthly Reports (Includes: Status Reports; Progress Reports; Submittals, Quality Assurance, etc.) (F.2., F.6.)

10th of each month

Monthly Status Reports (F.6.11.4.)

Monthly Invoices (I.)

Complete Work/Request for Final Inspection (F.10.)

Within period of performance.

Final Report (Submission of all final documents for project completion.)

Within period of performance.

DD Form 1354 Submission

Due when effort is complete no more than 30 calendar days after the end of the period of performance.

F.1. PRE-CONSTRUCTION ORIENTATION CONFERENCE:

F.1.1. Before the work begins, the Contracting Officer’s Representative (COR) will arrange for a Pre-Construction Orientation Conference meeting within a few days of award, no more than 10 calendar days, with the Contractor to discuss the work in general, including any or all items listed in this SOO, questions the Contractor may have and points that need to be addressed before the work begins.

F.1.2. The Army Contracting Command, Aberdeen Proving Ground-Huachuca Division’s Directorate of Contracting Contracting Officer (KO) and Contract Specialist (CS) will be present while DPW COR/ACOR, the end user, other key personnel and officials, and the contractor discuss the SOO, schedule, and finalize all project details. The

Contractor's job foreman is requested to attend this conference.

F.1.3. The KO does not want an elaborate orientation briefing nor does the KO expect the contractor to expend significant resources in preparation for this briefing. The intent of the briefing is to initiate the communication process between the Government and the Contractor by introducing key participants and explaining their roles, reviewing communication ground rules, and assuring a common understanding of each task’s requirements and objectives.

F.1.4. The Pre-Construction Orientation Conference will be held at the Army Contracting Command, Aberdeen Proving Ground-Huachuca Division’s Directorate of Contracting conference room at a date and time mutually agreed upon by both parties.

F.1.5. The completion of this briefing will result in the following:

F.1.5.1. Introduction of both Contractor personnel performing work under this contract and key personnel to interact with the Contractor with regard to the Tasks outlined herein.

F.1.5.3. The Contractor will demonstrate confirmation of their understanding of the work to be accomplished under this SOW.

F.2. BONDS:

F.2.1. Payment and Performance Bonds are required for this project.

F.2.2. A Bid Bond is required for this project.

F.3. PERMITS:

F.3.1. DIGGING CLEARANCES/PERMIT:

F.3.1.1. If excavating more than six (6) inches on Fort Huachuca, you are required to request a digging clearance.

A Digging Clearance Form can be obtained at building 22530. A sketch of the area is required and the area must be identified with white paint. The Contractor will subscribe to “Blue Stake” or similar notification service in Arizona. The Contractor shall contact the Utility Locate Office for Fort Huachuca, Arizona, at 520-533-1442. For routine excavations, the Contractor shall provide ten (10) working days’ notice of intention to dig to both the said official and the notification services entity and notice to others, if any, that hold easement, license, or permit rights over the premises. A priority 1can be issued to expedite the process as necessary.

F.3.1.2. Contractor shall complete Utility Locate form provided by the Utility Locate Office. The form can either be faxed at 520-533-1248 or submitted to the Utility Locate Coordinator at building 22216, Augur Avenue, Fort Huachuca, Arizona, during the hours of 0630 to 1600. The Contractor shall include name, address, and phone number of person making requires, exact location, extent, nature, and duration of the excavation location, no more than 24 hours prior to providing notification. If the Contractor desires to request a site meet with marking services personnel, it should be so stated on the utility locate form. Site meet will be coordinated between the Contractor and the marking personnel by the Utility Locate coordinator. If public utilities are identified as being in the area where excavation is to occur, this will be identified to the Utility Locate Coordinator by marking personnel who, in turn, will notify the Arizona Blue State Center in Phoenix. The Contractor will be notified when locate is complete and will be proved written coordination. No routine, non-emergency digging is allowed without prior approval. Digging without notification and approval will be at the risk of the party performing work; and such party will be liable for damages and repairs. The contractor shall be responsible for paying for the Arizona Blue State fees.

F.4. UTILITIES, KEYS, FACILITES, AND STORAGE:

F.4.1. Utilities. The Government will provide water and electricity as required for the work to be performed under this contract.

F.4.2. Keys. For the purpose of this effort, the Contractor will need keys to access dispenser sumps, tank sumps, petroleum fill points, vents, and submersible pumps. These keys will be provided to the Contractor at the Pre- Construction Conference.

F.4.3. Temporary…