N6945021Q0001.pdf

PWD CORPUS CHRISTI

INSPECTOR OF RECORD

8851 OCEAN DR, BLDG. 19

CORPUS CHRISTI TX 78419-5525

TEL: 361-961-3397 FAX:

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

DO-C2N6945021Q0001 23-Oct-2020

5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPO RTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NO TE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) ( Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA

FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

NAVFAC SOUTHEAST

PWD CORPUS CHRISTI

8851 OCEAN DRIVE, BLDG 19

CORPUS CHRISTI TX 78419-5021

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

02-Dec-2020(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

361-961-3397JOEL OVERSON

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

Section SF 30 - BLOCK 14 CONTINUATION PAGE

STATEMENT OF WORK

GENERAL INFORMATION:

Solicitation Number: N6945020Q0001 Set Aside: 100% Total Small Business NAICS Code: 238220, Size standard in Millions: $16.5M

This announcement constitutes the only solicitation; no separate written solicitation will be issued.

BASIS FOR AWARD:

The Government will award a contract using the simplified acquisition procedures of FAR Subpart 13.1 to the offeror whose quotation, conforming to the solicitation, offers the lowest price and is determined responsible under FAR Subpart 9.1. The Government reserves the right to not award if a contract award is not in the best interest of the Government. Target Price Range is less than $250K

The SF18 should be received no later than 1:00 p.m. local time on 02 December 2020. The completed SF18 should be emailed to joel.overson@navy.mil as well as any requests for clarifications or information concerning the solicitation. Requests for clarification and information concerning the solicitation must be provided in writing.

Any amendments to the solicitation will be posted in the Contract Opportunities module of beta.sam.gov website for the mutual benefit of all interested parties.

Acknowledgement of all amendments is mandatory by returning the SF30 appropriately filled out for each amendment issued, if applicable.

PERIOD OF ACCEPTANCE

The offeror agrees to hold its offer firm for 90 calendar days from the date specified for receipt of offers. The anticipated award date is contingent upon receipt of necessary funding.

INCURRED EXPENSES

The Government is not responsible for any costs incurred or associated with preparation and submission of a quote in response to this solicitation.

ADDITIONAL INFORMATION:

Solicitation documents shall be signed by bidders and all applicable Representations and Certifications shall be completed. FAR provision 52.222- 22 Previous Contracts and Compliance Reports contained in this solicitation shall be filled out and returned unless already filled out in their Reps & Certs section of their profile in the System of Award Management (SAM). w e b s i t e . Be advised that all interested parties must be registered in the SAM Database in order to receive payment for work/services rendered to the Government as mailto:joel.overson@navy.mil the result of an award. If you are not registered, you may visit the SAM website at https://sam.gov to register.

SITE VISIT INFORMATION:

One site visit will be held to ensure all potential offerors have uniform information in order to make an accurate proposal. Site visit will be conducted on 30 October 2020 at 9:30 a.m. local time at NAS Corpus Christi. See attachments for site location, which is the fuel farm across from the golf course on 1st Street. All potential offerors are encouraged to attend the site visit to perform an inspection of the size and current layout.

Offerors are expected to satisfy themselves as to the general and local conditions that may affect the cost of the performance of the work to the extent that such information is reasonably obtainable. It is considered impractical to determine, without inspection, the exact nature of the work and site conditions under which the work is to be performed.

To attend please contact the Site Visit POC:

Darrell Dishongh darrell.dishongh@navy.mil 361-961-3575

The contractor may require, and should have, their own ear plugs, safety glasses and safety shoes to have access to the work site.

STATEMENT OF WORK

INSTALL WATER DRAW-OFF TANK 1716

NAS CORPUS CHRISTI, TX

1. GENERAL DESCRIPTION: The Contractor shall provide all supervision, transportation, labor, materials, equipment and incidental work necessary to install a water draw-off tank system as mentioned in this SOW. Operating Tank 1716 does not have the typical water draw-off tank system for water removal from the center sump of the main storage tank.

The tank already includes internal water drain piping and 2” exterior blind flange which can be used for connection to the new draw-off system, so new tank nozzles and shell modifications are not required. Electrical service should be provided to the new product return pump. The contractor shall use Electronic Construction and Facility Support

Contract Management System (eCMS) for the administration of this contract.

2. LOCATION: The work is located at NAS Corpus Christ Operating Tank 1716. See

Attachment A for project location and Attachment D for site photos of the project.

mailto:darrell.dishongh@navy.mil

3. PERIOD OF PERFORMANCE: The period of performance is 180 calendar days. The period of performance includes pre-construction submittals, material/equipment lead time, and all construction activities up to final acceptance.

4. ATTACHMENTS:

Attachments Title

A Project Location

B Solid Waste Summary Sheet

C PMI Equipment Inventory Card

D Project Diagrams and Photos

5. SCOPE OF WORK:

GENERAL REQUIREMENTS

The contractor shall provide all labor, materials, equipment, tools, transportation and management necessary to accomplish the project. Report any unforeseen findings to the attention of the Contracting Officer’s Representative (COR) assigned to the project. The

COR is the individual designated as the authorized representative of the Contracting Officer.

The COR is responsible for monitoring performance and technical management of the effort required and should be contacted regarding questions or problems of a technical nature. The

COR will be the CM, ET, and/or PAR assigned to the project. Materials mentioned herein shall be the same or equal to specified manufacturer and or in quality. Contractor shall verify and provide design, procurement, demolition, construction, and installation services.

The contractor shall visit the project site; collect required data about existing structures, surroundings, appurtenances and all items that will be affected by this project or related to this project; and verify existing conditions. The contractor shall provide all labor, material, equipment, and other incidental work required to complete this project. Other incidental work required includes all items necessary to ensure a complete, usable and maintainable final product, including the demolition work not specifically stated elsewhere in this

Statement of Work (SOW). Work includes, but is not limited to, the following:

Project Notes:

1. Contractor shall provide a schedule outlining work to be performed and it shall be discussed and agreed upon with the Government prior to commencing with the project.

2. The contractor shall coordinate work on the facility to prevent/minimize operational interruptions.

3. Contractor shall coordinate with the Government prior to and during any demolition and installations.

4. Building pictures or drawings are provided for reference only. It is the contractor’s responsibility to verify all existing conditions in the field.

5. The contractor is responsible for all waste disposals in compliance with environmental laws and regulations.

6. The contractor shall provide the required submittals for approval prior to purchase any equipment or materials.

7. Contractor shall notify the government POC to coordinate the shutting down of

A/C and any electrical utility required in accordance with the Lock-Out/Tag-Out

Procedures.

Demolition Work:

1. Contractor shall secure (Perform Lock-Out/Tag-Out Procedures) electrical service to the existing electrical panel or disconnect to tie in new equipment.

2. Contractor shall lock-out and tag–out electrical circuits for the existing system at the electrical panels.

3. Contractor shall be responsible for disposal and/or recycling of the existing removed equipment.

4. Contractor shall coordinate with the government POC to coordinate exact location of the work.

INSTALLATION: The contractor shall perform the following work:

The contractor shall visit the project site; collect required data about existing structures, surroundings, appurtenance and all items that will be affected by this project or related to this project; and verify existing conditions. The contractor shall be responsible for the verification of the actual site condition and the accuracy of this information to ensure adequacy of the SOW and successful construction. The contractor shall report any discrepancy between the statement of work and existing conditions prior to the commencement of work.

This project involves the installation of a new 55-gallon water draw-off system at Tank

1716, to bring the tank into compliance with UFC 3-460-01 and DoD AST standards. The contractor shall furnish all services including, but not limited to the following scope items:

field engineering, start-up and commissioning activities, labor, materials, supplies, construction equipment and tools, supervision, transportation, unloading, temporary storage facilities, and all incidentals required for completion of all work in a serviceable and fully operational manner.

Work includes, but is not limited to, the following:

Installation / Repairs - The contractor shall perform the following work:

1. Notify COR and area representative if any utility such as fuel or electricity that affects another area that has to be shut off due to the new installations.

2. Equipment manufacturer shall have at a minimum 5 years experience in the manufacture of dewatering tanks.

3. The contractor shall provide and install a water draw-off tank system that shall include a

55-gallon Stainless Steel tank with sight glass, support legs, 5 GPM product return pump, and all required valves and fittings to be similar to that of the adjacent Tank 1720, see photos 1-6, in attachment D.

4. Provide new 2” stainless steel piping (approx. 20 LF) from existing 2” blind flange near tank to new water draw-off tank, see photo 1and 2; also towards the new tank, install a V or T pipe connection, since there is only one drain pipe.

5. See attached Diagrams 1 and 2 for typical installation detail.

6. A shop drawing of the system with appropriate materials as fabricated by a manufacturer regularly engaged in the production of petroleum treatment equipment shall be submitted to the Government for review and approval. All equipment and material will be supplied in compliance with the specifications as intended for a complete and operational system.

7. The contractor is responsible to install any pressure regulators and valves as necessary to comply with the manufacturer’s recommendation.

8. Tank system shall meet requirements of UFGS 33 52 43.11 and DoD Tank Standard AW

78-24-27.

9. Piping and installation shall meet requirements of UFGS 33 52 43.13.

10. Install tank on flat elevation surface at the bottom of the tank perimeter slope. Provide support concrete pad (3,000 psi @ 28 days) of similar dimensions to existing one.

Concrete pad shall have #4 bars at 12” on center each way at mid-height of slab.

Secure tank legs (4 corners) to new pad using stainless steel bolting hardware.

11. The contractor shall repair and or seal existing liner as required.

12. Install U-bolt type supports with Teflon isolation straps for new piping.

13. Drain pipes shall have flanged ends and new flanged valves. Threaded fittings are not authorized. Replace drain piping as per photo 1 notes.

14. The contractor shall provide electrical service.

15. Provide electrical service to product return pump.

16. All equipment shall be grounded. See diagram 1.

17. Electrical service to the new product return pump (typically 0.5- 1.0 HP size) shall be provided from any available spare 120/1 panel in Building 1717 (Panel A or B).

Contractor shall provide and install new circuit breaker at either panel. Contractor shall mark breaker as follows “Dewatering Tank Pump 1716”.

18. Install new wiring and conduit as required from panel to building exterior, underground up to fuel control panel area (see photo 10), then along fuel piping into the tank area and up to the new product return pump location. Approximate circuit length is 300 feet. All indoor conduit shall be rigid metal, all underground conduit shall be electrical rated ¾ inch, schedule 40 PVC conduit and all outdoor conduit shall be rigid 316 stainless steel to include all clamping hardware.

19. Contractor shall use existing abandoned conduit/penetration (A) to start exterior ¾-inch stainless steel conduit run. Exterior run shall continue to points (B-C), see photos 7, 8 and

9.

20. Provide and install a dedicated circuit with all required conduits, junction boxes, supports, breaker from electrical panel to meet the system’s requirement. Comply with current electrical codes NEC, UFC criteria and regulations.

21. For all ancillary piping that is supported (see Diagrams 1 and 2), provide Teflon pads to prevent metal-on-metal contact.

22. The new tank shall have top and bottom isolation valves at the sight glasses for maintenance and repair.

23. The system should have a local alarm display in the controller to notify of any malfunctions to the system.

24. The contractor shall provide a qualified manufacturer’s representative to check complete installation for conformance to manufacturer’s recommendation, to place the system into service, to make all adjustments required for full conformance to design and specified requirements and to perform all demonstrations and testing.

25. An operating test shall be run in the presence of the COR and PWD/Environmental.

26. The contractor shall provide commissioning or functionality testing documentation.

27. The contractor shall provide demonstration and training to the PWD and fuels personnel.

Conduct training course for operating staff as designated by the Contracting Officer. The training period, shall start after the system is functionally completed but prior to final acceptance tests. Submit proposed diagrams, field instructions, and other sheets, prior to posting. Framed instructions under glass or in laminated plastic, including wiring and control diagrams showing the complete layout of the entire system, shall be posted where directed. Condensed operating instructions explaining preventive maintenance procedures, methods of checking the system for normal safe operation, and procedures for safely starting and stopping the system shall be prepared in typed form, framed as specified above for the wiring and control diagrams and posted beside the diagrams. The framed instructions shall be posted before acceptance testing of the systems. The field instructions shall cover all of the items contained in the Operating and Maintenance

Instructions.

28. Submit 1 electronic copy in a DVD disk (PDF format) and 2 hard copies of the operating instructions outlining the step-by-step procedures required for system startup, operation and shutdown. The instructions shall include the manufacturer's name, model number, service manual, parts list, and brief description of all equipment and their basic operation features. Submit 1 electronic copy in a DVD disk (PDF format) and 2 hard copies of the maintenance instructions listing routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides. The instructions shall include simplified wiring, layout, and control diagrams of the system as installed.

29. After installation of the draw-off tank, operating tests shall be carried out to assure that it operates properly. If any deficiencies are revealed during any tests, such deficiencies shall be corrected and the tests re-conducted.

30. Maintain clean surrounding areas where construction was performed on a daily basis.

Additional Specifications (See Diagram 2):

Above ground storage tank that will gravity drain to the sump separator.

Include a 10 gpm, 65 ft, 316 stainless steel pump and impeller ¾ in suction and ½ in discharge with explosion proof switch

Explosion proof motor 115/230 VAC, 1HP single phase 60Hz

55 gallon capacity tank shall be in 316 stainless steel

Stainless steel piping SCH 40 type

All flanges and valves shall be stainless steel type

Buna-N mechanical seals and gaskets

ASA Flanged port selection

COMPLIANCE REQUIREMENTS:

The Contractor shall follow federal, state, local and Navy codes and regulations. In addition, environmental compliance regulations shall be followed and environmental protection measures shall be provided as required. The criteria list below shall not be considered complete and it will be the Contractor’s responsibility to identify and follow all applicable design and construction criteria. In the case of conflict, the most stringent criteria shall apply.

Functional Performance and Integrated Systems Tests

Schedule Functional Performance Tests for each system only after the Certificate of Readiness has been approved by the Government for the system. Correct all deficiencies identified through any prior review, inspection, or test activity before the start of Functional Performance Tests.

[Perform Integrated Systems Tests only after the Functional Performance Tests for each associated system are completed with all deficiencies resolved and after the related Functional

Performance Test Checklists have been signed by each commissioning team member.]

a. Functional Performance Tests must be performed with the Contracting Officer's Quality

Assurance Representative present.

b. Abort Functional Performance Tests when any system deficiency prevents the successful completion of the test.

c. The contractor shall provide demonstration and training to PWD and fuels personnel.

Conduct training course for operating staff as designated by the Contracting Officer. The training period, shall start after the system is functionally completed, but prior to final acceptance tests. Submit proposed diagrams, field instructions, and other sheets, prior to posting. Framed instructions under glass or in laminated plastic, including wiring and control diagrams showing the complete layout of the entire system, shall be posted where directed. Condensed operating instructions, explaining preventive maintenance procedures, methods of checking the system for normal safe operation, and procedures for safely starting and stopping the system shall be prepared in typed form, framed as specified above for the wiring and control diagrams and posted beside the diagrams. The framed instructions shall be posted before acceptance testing of the systems. The field instructions shall cover all of the items contained in the Operating and Maintenance

Instructions. Submit 3 complete copies of operating instructions outlining the step-by-step procedures required for system startup, operation and shutdown. The instructions shall include the manufacturer's name, model number, service manual, parts list, and brief description of all equipment and their basic operation features. Submit 3 complete copies of maintenance instructions listing routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides. The instructions shall include simplified wiring, layout, and control diagrams of the system as installed.

APPLICABLE CODES AND STANDARDS:

The design and construction must be in accordance with the latest revision/edition of the following referenced codes and standards. The term "Latest Revision/Edition" is defined as the version as of the project award date.

UFC 1-300-02 UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) FORMAT

STANDARD

UFC 3-460-01 Design: Petroleum Fuel Facilities

UFC 3-420-01, Plumbing Systems

UFC 4-010-01 Minimum Antiterrorism Standards

UFC 3-420-01, Plumbing Systems

UFC 3-460-03, O&M: Maintenance of Petroleum Systems

UFC 3-501-01, Electrical Engineering

UFC 3-530-01, Design: Interior, Exterior Lighting and Controls

UFC 3-570-01, Cathodic Protection

UFC 3-575-01, Lightning and Static Electricity Protection Systems

UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings

UFC 4-020-01, DoD Security Engineering Facilities Planning Manual

UFC 4-022-03, Security Fences and Gates

UFC 4-832-01N, Design: Industrial and Oily Wastewater Control

UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

UFGS 09 97 13.15, Epoxy/Fluoropolyurethane Interior Coating of Welded Steel

Petroleum Fuel Tanks

UFGS 09 97 13.27, Exterior Coating of Steel Structures

UFGS 46 25 14, Coalescing [or Vertical Tube] Oil-Water Separators

NFPA 30, Flammable and Combustible Liquid Code

NFPA 70, National Electric Code

International Mechanical Code

International Plumbing Code

International Building Code

All products shall be installed according to manufacturer’s recommendations.

5.1. Licensing Requirements: All work is to be accomplished with licensed journeyman plumbers and electricians that have met all current city & state certifications or license requirements to accomplish the specified work. All work is to be accomplished by a properly licensed company for the size and type of equipment involved.

5.2. Submittals: Submittals shall be provided and approved prior to delivery to the job site.

If submittals contain information for more than one product type, clearly indicate which product type is being submitted.

a. De-watering Tank Assembly

b. Pump/motor

The approval or acceptance of submittals is not to be construed as a complete check, but rather indicates only that the general method of construction, materials, detailing and other information are satisfactory. Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work.

6. EXAMINATION OF SITE: Bidders are expected to visit the site, take their own measurements, inspect the work area carefully and satisfy themselves as to the character and amount of work to be done. The contractor shall report any discrepancy between the statement of work and existing conditions prior to the commencement of work.

7. WORK RESTRICTIONS: The following work restrictions apply to this project:

7.1. Schedule hours: The work shall be so scheduled as to cause a minimum of interference to the normal operations of the tenants. Work shall be accomplished between the hours of

7:00 A.M. and 4:00 P.M., Monday through Friday. If the Contractor desires to work on

Saturday, Sunday, holidays, or outside of the Station’s regular hours, a request may be submitted to the FEAD POC for approval.

7.2. Base Access: Base Access can be obtained through a base pass or participating in the

Defense Biometric Identification System (DBIDS) program. A DBIDS pass is required for all prime contractor personnel.

7.2.1. DBIDS (Defense Biometric Identification System): DBIDS is a program in which

Contractor personnel who enroll and are approved, are subsequently granted access to the installation for a period up to one year, or the length of the contract, whichever is less. The Government performs background screening and credentialing. Throughout the year the Contractor employee must continue to meet background screening standards. Under the DBIDS program, no commercial vehicle inspection is required, although vehicles may be subject to random inspection. There is no cost to obtain DBIDS credentials.

7.2.2. Base Passes: Participation in the DBIDS is not mandatory for subcontractor personnel or material delivery drivers. However, personnel who do not participate in the DBIDS program will have to obtain a 30-day pass, may be subject to daily mandatory vehicle inspection, and may have limited access to the installation.

There is a four-day lead time required to obtain a 30-day pass. Only three 30-day passes may be granted in any 12-month period for any one individual. After the three 30-day passes have expired, the individual will not be granted base access unless they participate in the DBIDS program.

7.3. Material deliveries: Material delivery trucks do not necessarily require DBIDS passes, flight line passes, or ramp passes. However, any material delivery driver that does not have a DBIDS or base pass must be escorted by Government personnel. Three (3) workings days’ notice is require to properly plan for Government escort availability.

Any material delivery driver that delivering to the flight line or airfield must provide advance notification.

7.4. Time-Sensitive Material Deliveries: Time-sensitive material deliveries such as asphalt or concrete require pre-arrangement to ensure expedited access at the entrance gate. If drivers do not possess a DBIDS pass, then pre-arrangement is required to ensure expedited access at the entrance gate. Seven (7) calendar days’ notice is required for pre-arranged expedited time-sensitive material deliveries.

8. PROTECTION OF EXISTING WORK: Existing work to remain shall be protected from damage. Work damaged by the Contractor shall be repaired to original condition at no additional cost to the Government.

9. NAS FIRE REGULATIONS: “Hot work” permits are issued to the Contractor by the Fire

Prevention Inspectors by calling 961-1709 or 961-4983. Permits are issued on a daily basis. “Hot work” includes all activities that produce a spark or flame (i.e. welding, cutting, soldering/brazing, blow torches, etc).

10. CONTRACTOR QUALITY (QC) CONTROL: Provide a QC Manager at the work site to implement and manage the QC program. The QC Manager must have a minimum of 2 years combined experience in the following positions: Project Superintendent, QC

Manager, Project Manager, Project Engineer or Construction Manager on similar or larger size and type of construction contracts. The QC Manager must have completed the course entitled "Construction Quality Management (CQM) for Contractors." This course is periodically offered by the Naval Facilities Engineering Command and the Army Corps of

Engineers. Contracting Officer may waive this requirement based on QC Manager specific work related experience.

11. SAFETY REQUIREMENTS: The Contractor shall comply with the safety rules and regulations to ensure compliance with applicable OSHA Regulations and U.S. Army

Corps of Engineers Safety and Health Manual EM 385-1-1. Per the EM 385-1-1, the following submittals will be required before construction begins:

a. EMR/DART rates for subcontractors

b. Accident Prevention Plan

c. Activity Hazard Analysis

d. Qualifications of Site Safety Health Officer

e. Monthly man-hour report

EMR rate must be 1.10 or less. The DART rate must be 3.4 or less. The site safety health officer must have completed the 30 hours OSHA Safety Industry Course. The superintendent, quality control manager, site safety health officer may be the same person as long as he/she meets the qualifications for the other positions. The Contractor shall maintain an accurate record of exposure data on all accidents incidental to work performed under this contract resulting in death, traumatic injury, occupational disease, or damage to property, materials, supplies, or equipment. The Contractor shall report this data in the manner prescribed by the Contracting Officer.

The contractor shall report total man hours worked upon completion of the project, or at the end of each calendar quarter, whichever comes first.

11.1. Lock out/ Tag Out Policy:

a. Combination locks shall not be used for lockout;

b. No two (2) lockout devices (locks) shall be keyed alike;

c. No more than two (2) keys shall exist for any lock. The worker shall maintain one key, and the supervisor shall maintain the other in a location readily accessible in the event of an emergency;

d. Both lockout and tag-out devices shall indicate the identity of the employee applying the device(s). Tag-out devices shall include the cognizant shop, the telephone number where the employee can be reached during working hours, name of his/her supervisor, date the device was applied, and the machine, equipment, or system component that is de-energized.

12. ASBESTOS AND LEAD: There is no known asbestos containing material (ACM) and/or lead based paint on this project. If additional materials are encountered which may contain ACM and/or lead, DO NOT TOUCH THE MATERIAL. IMMEDIATELY

NOTIFY THE CONTRACTING OFFICER IN WRITING. If it is determined that ACM and/lead are present and must be disturbed, the Contracting Officer may direct a change accordingly.

13. WEIGHT HANDLING EQUIPMENT (WHE): Also called Load Handling Equipment

(LHE) in the EM385-1-1. The provision of NAVFAC Publication P-307 and EM 385-1-1 apply to all civilian, military, and contractor personnel who operate weight handling equipment and use crane related rigging gear on board Naval Air Station Corpus Christi.

Any equipment carrying a suspended load from a cable is considered weight handling equipment. All weight handling equipment must be inspected by Public Works

Department Corpus Christi prior to use on the project. A ten (10) day advance notice is required to schedule the inspection. Upon arrival the contractor shall present the following documentation:

a. NAVFAC Certificate of Compliance Form P-1 (NAVFAC P-307)

b. Crane certification (per ASME B30.5)

c. Operator’s qualification information (per ASME B.30.5 and EM385-1-1)

d. Operator’s medical card (per ASME B30. 5)

e. Rigging gear certification (per ASME B30.9 and ASME B30.26)

f. Lift Plan Form P-2 (NAVFAC P-307)

g. Operator’s daily check list (per crane manufacturer or NAVFAC P-307)

h. Critical Lift Plan form 16-3 (EM385-1-1) where lift exceeds 75% of rated capacity, any blind lift, any lift with more than one crane, or any lift hoisting personnel.

14. EXCAVATIONS AND OUTAGES: Any excavation greater than 6 inches below grade requires an excavation permit. The contractor shall mark the site to be excavated in white paint or white flags prior to applying for an excavation permit. After the utilities are marked, the contractor is responsible for maintain the markings until all excavation is complete. Any utility or HVAC outage affecting inhabited work space, inhabited living space, or exit from an inhabited work space/living space requires an Outage Permit. For

Excavation and Outage contact the government point of contact listed in paragraph 13.3.

14.1. Utility Location Verification: Physically verify underground utility locations, including utility depth, by hand digging using wood or fiberglass handled tools or hydro excavation when any adjacent construction work is expected to come within three feet of the underground system.

14.2. If Excavation Requires Dewatering: Contractor will submit a Dewatering Plan for review prior to any excavation dewatering. The Plan will include a site map and will indicate type of pumping system, planned duration, pump capacity, sediment controls, and discharge point. Excavation dewatering requires, at a minimum. a sediment filter bag. Appropriate sediment and turbidity controls will be maintained for the duration of the discharge.

15. PRODUCTS: Products shall be new, manufacturer's standard products, and commonly available from manufacturer's stock.

16. ORAL MODIFICATIONS: No oral statement of any person other than the Contracting

Officer or his/her representative, as provided in the contract clause entitled “Changes” shall in any manner or degree modify or otherwise affect the terms of this contract.

17. CLEANUP: The premises shall be kept free at all times from the accumulation of waste material and/or rubbish resulting from the work. Combustibles shall be removed daily, and upon completion of the work, all debris, tools, and other surplus materials shall be removed and the premises left in approved condition.

18. COMPLIANCE WITH ENVIRONMENTAL LAWS AND REGULATIONS:

Contractor shall comply with all applicable federal, state, and local environmental laws, statutes, regulations, executive orders, permits, and installation regulations and policies.

Contractor shall immediately report any conflicts between applicable federal, state, local environmental laws, statutes, executive orders, and any specifications within this contract to the Government Representative and/or the Installation Environmental Program Director

(IEPD). In the event a regulatory agency assesses either a monetary or non-monetary fine or penalty for Contractor’s noncompliance, the Contractor shall reimburse the government for all associated cost. Ensure all hazardous material and waste is managed and disposed of upon completion of the contract. Under NO circumstances are hazardous materials and waste to be abandoned or left unattended. The contractor shall bear the cost of any analytical, disposal other costs incurred to manage abandoned or “unknown” waste.

18.1. Solid Waste Disposal: All waste must be tracked by NASCC whether directly disposed in a landfill or recycled. Contractor shall recycle waste to the greatest extent feasible. The solid waste tracking form is included as Attachment B, “SOLID WASTE

SUMMARY SHEET.” The contractor shall turn in this report at the conclusion of the project. Interim reports are required on 30 SEP if the project continues into the next fiscal year.

18.2. Prevention of Spills: The Contractor shall ensure secondary containment is in place any time liquid materials are stored on-site in containers of 55 gallons or more, and shall provide his or her own spill response supplies and have them readily available at each work site.

WHAT TO DO IN CASE OF A SPILL

STEP 1 - If Material spilled presents a potential for harm to human life, evacuate the area immediately and skip steps 2 & 3.

STEP 2 - Shut off source of spill, if possible (if it can be done safely).

STEP 3 - Contain spill with proper absorbents in assigned spill kits.

STEP 4 - Report other than minor housekeeping spills to 911. Identify your location as NAS Corpus Christi, with specific building number and street address.

STEP 5 – Supervisor initiates spill report, NASCC spill emergency incident response form and gives report to Public Works Environmental Division (Fax:

361-961-3798) and the Government Representative. The form can be accessed at the following website:

http://cnic.navy.mil/regions/cnrse/installations/nas_corpus_christi/om/envi ronmental_support/spcc.html)

Contractor shall reimburse the government for any expenses incurred as a result of government assistance for cleanup of the spill/release event. At a minimum, train oil-handling personnel in the operation and maintenance of equipment to prevent discharges; discharge procedure protocols; applicable control laws, rules, and regulations; general facility operations.

18.3. If Use of Temporary Fuel Tanks: For 55 gallon or greater oil or fuel tank(s), the contractor shall submit a Spill Prevention Control and Countermeasures (SPCC) plan.

The contractor must notify Public Works Environmental Division 48 hours prior to bringing tank on site. Use of tanks must comply with 40 CFR 112, NFPA 30 and 29

CFR 1910.106. Tanks must have all equipment required by regulation properly installed and functional while in use. Tanks must have secondary containment and adequate vehicle protection (i.e. jersey barriers). Identify fuel/oil storage areas on site plans. 40

CFR 112.8 (c) (6) requires periodic Monthly and Annual AST visual inspections to be performed and documented for all in-service stationary above ground tanks on the facility and portable container with 55 gallon capacity or greater. Submit monthly tank and/or container inspections and secondary container drainage log to the Public Works

Environmental Division SPCC Coordinator via the Contracting Officer and maintain compliance 40 CFR 112 training requirements. The Contractor shall ensure all containers are kept closed, except when adding or removing fuel/oil, that containers remain in good http://cnic.navy.mil/regions/cnrse/installations/nas_corpus_christi/om/environmental_support/spcc.html http://cnic.navy.mil/regions/cnrse/installations/nas_corpus_christi/om/environmental_support/spcc.html condition and are properly labeled, and the fill ports are locked when not in use. Spill kits must be on-hand and easily accessible for immediate spill response. During fueling operations, storm drains within 25 feet of fuel tank must be covered with drain blocker to prevent fuel from entering storm drain in the event of a spill. All tanks must be grounded.

This includes integral generator base tanks, but does not include oil-filled operational equipment.

18.4. Wastewater Compliance/Sewage Releases and Spills: All discharges to the installation wastewater collection system require prior written authorization to ensure that they do not violate NAS Corpus Christi's TPDES discharge permit. All sanitary sewer overflow events must be reported to the Government Representative immediately upon discovery.

18.5. Environmental Compliance Assessment Tracking and Training System: The

Contractor's on-site project superintendent shall complete ECATTS training prior to starting work. If personnel changes occur, ECATTS training must be completed within

14 days of assignment to the project.

ECATTS is available 24/7 on the Internet. Contractors who perform work on more than one contract for the same installation or within the same state will not have to take the training each time they start a new project. Contractors will carry forward all applicable credits received for taking ECATTS to future contracts. ECATTS is available for use by all contractor and subcontractor personnel associated with this project

ECATTS is available at:

https://environmentaltraining.ecatts.com

Registration Password = navfac (case sensitive)

Sample registration instructions that can be provided to users are available from

ECATTS Customer Support.

18.6. Regulated Waste Management: All hazardous wastes generated, as defined in 40

CFR 261, on Naval facilities, whether generated by contractor or federal personnel, remain under the responsibility of NASCC and must comply with the Environmental

Protection Agency, State of Texas, and Navy regulations. NASCC is a large quantity generator of hazardous waste. Regulated waste is defined as (1) hazardous waste as defined in EPA Regulations 40 CFR Part 261, (2) Universal Waste as defined in EPA

Regulations 40 CFR 273, and (3) Class 1 Industrial Waste as defined in Texas

Commission on Environmental Quality (TCEQ) Regulations/30 Texas Administrative

Code Part 335, and asbestos containing material. Contractor shall assign all waste management responsibilities to a designated Environmental representative. Prior to generating regulated waste, the contractor shall be assigned an area for waste management activity, i.e. Satellite Accumulation Area or a <90-day Hazardous Waste

Accumulation Area. The contractor shall be subject to inspection of assigned area.

Where liquid regulated waste is to be stored, the Contractor shall provide appropriate secondary containment and ensure containers are properly bonded and grounded when required. Contractor shall be responsible for maintaining an appropriate spill response kit at all times. All spills are reportable and shall be coordinated with the COR and the

Installation Environmental Program Director.

The contractor is required to use NAVFAC Environmental Services for regulated waste disposal while performing work at NASCC. Environmental Services provides on-site hazardous and industrial waste pickup, identification, storage and disposal service on a cost reimbursable basis. Disposal costs for regulated waste are as follows:

Bulk Container (> 55gal) = $1.80/lb

Non Bulk Container (<= 55 gal) = $1.09/lb

A minimum of 14 calendar days’ lead time is required for bulk container delivery.

18.7. Drinking Water – Utilization of the Installation’s water distribution system for contractor activities requires written Government authorization. The presence of a back-flow preventer or air gap (as defined in TCEQ RG-195) must be verified before written authorization will be provided.

18.8. Stormwater Pollution Prevention: Discharge to the stormwater system of hazardous substances or anything other than stormwater or dechlorinated potable water will not be permitted under any circumstances. Store hazardous materials in a centralized location indoors, undercover, or in lockers that prevent contact with stormwater. Locate storage areas away from drains. Collect and properly dispose non-hazardous construction wastes, trash, and debris throughout the site at least once a day and before storm events.

Disposal of concrete washout to the soil or stormwater system is prohibited. Wash out concrete chutes, hoppers, and other containers off of Government property or collect concrete washout liquids and solids in pre-fabricated or field erected washout facilities.

Washout facilities must be sited and constructed to resist damage and prevent spills and leaks. Excess concrete shall not be dumped on site.

Contain slurry and sediment from concrete saw cutting or boring operations to the immediate work area. Shovel or vacuum these materials and remove from the site. If residue remains after drying, sweep the area and remove residue to avoid contact with stormwater or entering a storm drain.

Prior to soil disturbance and during construction, implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. Best management practices may include temporary seeding, construction of sediment basins, diversion channels, berms, inlet protection, and use of silt fences, and synthetic or straw bales to retard and divert runoff to protected drainage courses. All practices must be in accordance with the guidelines and specifications in the TxDOT Storm Water

Management Guidelines for Construction Activities latest version. If site specific conditions require additional measures during any phase of construction to prevent erosion or control sediment, implement additional best management practices as necessary.

All areas disturbed by demolition or construction activity shall be graded and stabilized prior to the completion of work. Disturbed areas shall be seeded and mulched or sodded. Reinforcement matting will be used where stormwater runoff may cause erosion of stabilized areas. Irrigation shall be provided until a viable root system is established. Dead sod shall be replaced at no cost to the government.

Locate stockpiles of construction materials a minimum of 50 feet from inlets, drainage ditches, or water bodies if feasible. Protect stockpiles with a perimeter sediment barrier to prevent off-site migration of materials. Keep stockpiles organized and surrounding areas clean.

19. PREVENTATIVE MAINTENANCE INSPECTION (PMI) INVENTORY CARD:

Contractor shall provide a completed PMI Equipment Inventory Card included as

Attachment C for each piece of dynamic equipment containing a serial number. This requirement is in addition to any other operation and maintenance information required in the Submittals paragraph.

20. ACCEPTANCE: The work shall be accepted as a result of a final inspection conducted by a representative of Facility Engineering and Acquisition Division (FEAD) POC.

21. WARRANTY: All workmanship and materials and/or equipment shall be warranted for a period of not less than one year under normal wear and tear or the normal standard warranty should it extend beyond one year.

** END OF SPECIFICATIONS ***

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

INSTALL WATER DRAW-OFF TANK 1716

FFP

INSTALL WATER DRAW-OFF TANK 1716 IAW STATEMENT OF WORK.

PERIOD OF PERFORMANCE WILL BE A TOTAL OF 180 CALENDAR

DAYS INCLUDING DESIGN, DESIGN APPROVAL, AND CONSTRUCTION.

FOB: Destination

PSC CD: Z2QA

NET AMT

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

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 180 dys. ADC 1 PWD CORPUS CHRISTI

INSPECTOR OF RECORD

8851 OCEAN DR, BLDG. 19

CORPUS CHRISTI TX 78419-5525

361-961-3397

FOB: Destination

N44215

CLAUSES INCORPORATED BY FULL TEXT

52.215-1 INSTRUCTIONS TO OFFERORS--COMPETITIVE ACQUISITION (JAN 2004)

(a) Definitions. As used in this provision--

“Discussions” are negotiations that occur after establishment of the competitive range that may, at the Contracting

Officer's discretion, result in the offeror being allowed to revise its proposal.

“In writing or written” means any worded or numbered expression which can be read, reproduced, and later communicated, and includes electronically transmitted and stored information.

“Proposal modification” is a change made to a proposal before the solicitation's closing date and time, or made in response to an amendment, or made to correct a mistake at any time before award.

“Proposal revision” is a change to a proposal made after the solicitation closing date, at the request of or as allowed by a Contracting Officer as the result of negotiations.

“Time”, if stated as a number of days, is calculated using calendar days, unless otherwise specified, and will include

Saturdays, Sundays, and legal holidays. However, if the last day falls on a Saturday, Sunday, or legal holiday, then the period shall include the next working day.

(b) Amendments to solicitations. If this solicitation is amended, all terms and conditions that are not amended remain unchanged. Offerors shall acknowledge receipt of any amendment to this solicitation by the date and time specified in the amendment(s).

(c) Submission, modification, revision, and withdrawal of proposals. (1) Unless other methods (e.g., electronic commerce or facsimile) are permitted in the solicitation, proposals and modifications to proposals shall be submitted in paper media in sealed envelopes or packages (i) addressed to the office specified in the solicitation, and (ii) showing the time and date specified for receipt, the solicitation number, and the name and address of the offeror.

Offerors using commercial carriers should ensure that the proposal is marked on the outermost wrapper with the information in paragraphs (c)(1)(i) and (c)(1)(ii) of this provision.

(2) The first page of the proposal must show--

(i) The solicitation number;

(ii) The name, address, and telephone and facsimile numbers of the offeror (and electronic address if available);

(iii) A statement specifying the extent of agreement with all terms, conditions, and provisions included in the solicitation and agreement to furnish any or all items upon which prices are offered at the price set opposite each item;

(iv) Names, titles, and telephone and facsimile numbers (and electronic addresses if available) of persons authorized to negotiate on the offeror's behalf with the Government in connection with this solicitation; and

(v) Name, title, and signature of person authorized to sign the proposal. Proposals signed by an agent shall be accompanied by evidence of that agent's authority, unless that evidence has been previously furnished to the issuing office.

(3) Submission, modification, or revision, of proposals.

(i) Offerors are responsible for submitting proposals, and any modifications, or revisions, so as to reach the

Government office designated in the solicitation by the time specified in the solicitation. If no time is specified in the solicitation, the time for receipt is 4:30 p.m., local time, for the designated Government office on the date that proposal or revision is due.

(ii)(A) Any proposal, modification, or revision received at the Government office designated in the solicitation after the exact time specified for receipt of offers is “late” and will not be considered unless it is received before award is made, the Contracting Officer determines that accepting the late offer would not unduly delay the acquisition; and--

(1) If it was transmitted through an electronic commerce method authorized by the solicitation, it was received at the initial point of entry to the Government infrastructure not later than 5:00 p.m. one working day prior to the date specified for receipt of proposals; or

(2) There is acceptable evidence to establish that it was received at the Government installation designated for receipt of offers and was under the Government's control prior to…