N4008524Q2506_X14-Replace Pool Deck_C500-Replace Liner.pdf

NAVFACSYSCOM MID-ATLANTIC

DARREN MUELLER

201 HWY 34 SOUTH

COLTS NECK NJ 07722

TEL: 732-866-2031 FAX:

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

DO-C3N4008524Q2506 15-Feb-2024 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: 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. %

NOTE: 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.

NAVFACSYSCOM MID-ATLANTIC

PWD EARLE

201 HIGHWAY 34 SOUTH

BLDG C-9 NWP STATION EARLE

COLTS NECK NJ 07722-5017

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

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

12-Mar-2024(Date)

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

732.866.2152JOSEPH P. HENRIUS

(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

N4008524Q2506

Section SF 30 - BLOCK 14 CONTINUATION PAGE

SMALL BUSINESS SETASIDE

1. This Request for Quote (RFQ) is being solicited in accordance with the Federal Acquisition Regulations (FAR) Part 19.201(a) providing maximum practicable opportunities in its acquisitions to small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns.

2. The clauses or provisions contained in the solicitation shall apply to all contracts and/or orders written under this solicitation and have the same force and effect as if they were reprinted in each order.

3. Special clauses and requirements, including wages, work hours, safety and security regulations, etc. for this specific site/location of the work shall be defined herein and be repeated in any resultant contract.

4. The magnitude of this project is between $100,000.00 and $150,000.00

5. The Contract Completion Date will be set at: Thirty five (35) days after issuance of contract.

6. Liquidated Damages for inexcusable delays are estimated at: $484.55 per day.

7. Bid must be valid for at least 60 days.

8. One site visit is scheduled for 27 February 2024 at 1000 hours local time.

9. Passes are required for this visit. SECNAV 5512-1 access requests forms shall be sent to the project ET, Alex House (alex.w.house.civ@us.navy.mil). Passes shall be picked up at the Mainside VCC in Colts Neck in advance of the visit. If you already have an active pass for NWS Earle Mainside, you are only required to submit names of attendees for the site visit. Access requests and attendees lists are due to the project ET no later than 23 February 2024.

10. Attached to this Request for Quotation and subsequent Task Order are the following:

a. Attachment 1 – X14 Pool Deck Replacement

b. Attachment 2 – C500 Pool Liner Replacement

11. Quote is due no later than 4:00 PM local time on the date specified in block 10 of this document. Quote may be e-mailed to Joe Henrius at joseph.p.henrius.civ@us.navy.mil. Quotes may NOT be mailed or faxed at this time.

12. Contractors may experience delays at the gates when entering and/or exiting the installation.

The Government shall not compensate for any such delays. All vehicles are subject to search upon entry, exit and while on the installation. Refusal to comply with a DoD police request to search a vehicle will result in denial of access to the installation and may result in criminal prosecution.

13. Davis-Bacon Wages NJ20240037, dated 01/26/2024 has been incorporated in this RFQ.

14. All terms and conditions from this solicitation shall be included in the contract award by reference.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Each X-14 Remove and Replace Pool Decking

FFP

Remove existing pool decking and prep surface for work. Diamond grind or power-scarify as required to obtain optimum bond of the proposed material to the concrete. Remove sufficient coated material to provide a sound surface, free of glaze, efflorescence, or from release agents. Remove grease, oil, and other penetrating contaminants. Remove and/or replace any loose or unstable concrete FOB: Destination

PSC CD: 7810

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Each BLDG C 500 Replace Pool Liner

FFP

The Contractor shall provide supervision, labor, material, accessories and equipment required to perform all work for removal and replacement of Pool Liner, Skimmer plates, Foams and plastic returns at building 500, Naval Weapons Station Earle, Colts Neck, NJ 07722

PSC CD: 7810

NET AMT

Section C - Descriptions and Specifications

SOW

Project 1

X14 Pool Decking Replacement

Work order # 23250917 EProject #1789224

Prepared By:

NAVFAC FEC, PWD

Naval Weapons Station Earle

Colts Neck, NJ 07722

Preparer(s):

Anthony Tesoriero, P.E.

Mechanical Engineer, NWS Earle

Submitted By:

Darren Mueller, P.E.

PDC Branch Head, NWS Earle

Project 2

Building C500 EOD Pool Liner Replacement Work order # 180829

Prepared By:

NAVFAC FEC, PWD

Naval Weapons Station Earle

Colts Neck, NJ 07722

Preparer(s):

Azeb Hailu, P.E.

Engineer Technician, NWS Earle

Submitted By:

Matt Morrish, PM

FSC Branch Head, NWS Earle

Approved By:

Benjamin Male, P.E.

PWO, NWS Earle

LCDR, CEC, USN

SCOPE OF WORK

X-14 Remove and Replace Pool Decking Maximo Number: 23250917 eProject: 1789224

1. LOCATION. All work is located at the facility X-14, in Naval Weapon Station Earle, Colts Neck, New Jersey.

The exact location is described herein and shown on Attachment A.

1.1. Points of Contact

FEAD Contracting Officer: Joseph Henrius, (732) 866-2152 Facility Maintenance Specialist: Andre Taylor, (732) 866-2522

2. SITE INSPECTION. The government strongly recommends that prior to submitting a proposal the contractor shall make a site visit and become familiar with the existing field conditions, scope of the work, and all requirements for completing the contract scope. The contractor shall examine the site with respect to the work to be performed to ascertain all factors that would affect the cost of the work to the extent that such information is reasonably obtainable.

3. NOTE: ALL MEASUREMENTS GIVEN IN THIS DOCUMENT ARE APPROXIMATE AND ARE IN

NO WAY TO BE CONSTRUED BY THE CONTRACTOR AS ABSOLUTE. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR CONDUCTING A FIELD INVESTIGATION AND VERIFICATION OF

MEASUREMENTS. THE GOVERNMENT WILL ASSUME NO RESPONSIBILITY FOR THE

CONTRACTOR FAILING TO VERIFY FIELD CONDITIONS OR MEASUREMENTS GIVEN. ALL

DISCREPANCIES AT THE SITE FOUND BY THE CONTRACTOR SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER (KO) IN WRITING PRIOR TO COMMENCING

WORK.

4. APPLICABLE REFERENCES. The current version of the following shall be incorporated into this scope of work by reference and must be adhered to in the execution of the work:

4.1. Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements .UFC 1-200-01 is the building code guide and contains references to other UFCs and Codes that are to be used for all sections in this contract.

4.2. International Building Code (IBC).

4.3. National Electric Code (NEC).

4.4. National Fire Protection Association (NFPA).

4.5. Army Corps of Engineer Safety and Health Requirements Manual, EM-385-1-1.

4.6. Naval Facilities Engineering Command P307, Management of Weight Handling Equipment.

5. ATTACHMENTS ACCOMPANYING SCOPE OF WORK.

5.1. Attachment 1 – UFGS 01 14 00 WORK RESTRICTIONS

5.2. Attachment 2 – UFGS 01 20 00 PRICE AND PAYMENTS

5.3. Attachment 3 – UFGS 01 33 00 SUBMITTAL PROCEEDURES

5.4. Attachment 4 - UFGS 01 35 26 GOVERNMENT SAFETY REQUIREMENTS

5.5. Attachment 5 – UFGS 01 42 00 SOURCES FOR REFERENCE PUBLICTIONS

5.6. Attachment 6 – UFGS 01 45 00.00 20 QUALITY CONTROL

5.7. Attachment 7 – UFGS 01 78 00 CLOSEOUT SUBMITTALS

5.8. Attachment 8 – X14 Pool Renovations Existing Drawings

6. DESCRIPTION/REQUIREMENTS. The contractor shall provide all labor, material, equipment, accessories and supervision to perform the work required and specified herein for a complete and useable facility. All work shall be new unless otherwise stated. All work shall conform to the safety requirements set forth in the most recent version of the Army Corps of Engineering EM 385-1-1 unless specified otherwise. Existing features to remain and new work shall be protected by the Contractor from damage due to construction activities. Any damage to existing features to remain and new work shall be repaired or replaced in-kind at the Contractor’s expense. All waste shall be disposed of in accordance with New Jersey Department of Environmental Protection’s regulations.

The X-14 decking replacement scope of work includes, but is not limited to, the following:

6.1. Remove existing pool decking and prep surface for work. Diamond grind or power-scarify as required to obtain optimum bond of the proposed material to the concrete. Remove sufficient coated material to provide a sound surface, free of glaze, efflorescence, or from release agents. Remove grease, oil, and other penetrating contaminants.

Remove and/or replace any loose or unstable concrete. Repair all cracked concrete with an epoxy grout paste or approved equal. Contractor to modify as required pool deck to have a minimum deck slope of 0.25 inch per 1 foot and not more than 0.5 inch per 1 foot away from pool and should not have low areas that will hold water under the system.

6.2. Existing Ground Spray Features – Prepare the spray jets submerged into the existing splash pad by cutting a 3/8” x 1” keyway. Remove all concrete adhered to the existing sides of the spray jets. Solvent-wipe the spray jets to remove any contaminants.

6.3. Existing Drains – Prepare the drains submerged into the existing splash pay by cutting a 3/8” x 1” keyway.

Remove all concrete adhered to the existing sides of the drains. Solvent-wipe the drains to remove any contaminants, drill ½” weep holes at a 45-degree angle into the sides of the drains.

6.4. Prepare concrete with new primer, and recoated with durable, non-slip surface per rubber or plastic based, non-porous, UV resistant, aliphatic surface coating material designed for installation as an aquatic playground surfacing material. Acceptable materials shall be Surface America AquaFlex, Sureplay Aquapour System, or equal aliphatic, non-porous, UV resistant product designed for use as an aquatic playground surfacing material. Manufacturer to provide document stating preventative maintenance schedule and recommended equipment for the life of the product.

6.5. Contractor to repair six (6) rail anchor socket for three (3) rails. Locations to be coordinated with Contracting Officer and customer. Anchor socket to be of weather resistant material and regrounded to wire during installation.

6.6. Manufacturer approved vendor to apply decking. Surface coating shall be installed according to manufacturer’s specifications and must be the thickness as recommend by the manufacturer. The new membrane must meet/be even the top of the pool coping. The concrete sub straight shall meet the manufactures recommendations. Temperature must remain above manufacturers recommended range throughout the installation and curing process. Weather and surface must be dry, and there should be no rain in the immediate forecast.

6.7. Pattern to match existing, coordinate final color selection with Contracting Officer and customer. An installer certified by the manufacturer to install the proposed product shall complete the installation of the new surface.

6.8. Community pool is schedule to open by Memorial Day 2024. All work must be completed by this timeframe and pool must be left in operational condition. During construction existing water level to be maintained to keep pressure on pool liner throughout the construction.

6.9. Pool sand filter material to be removed and provide new sand per manufacturer guidelines.

6.10. Submittals:

6.10.1. Manufacturer’s Product Literature and Specification Data.

6.10.2. ASTM C 1028-07 Skid Resistance Test.

6.10.3. Manufacturer’s written instructions for recommended maintenance practices.

6.10.4. Color samples for customer verification.

6.10.5. Written statement on Manufacturer’s letterhead certifying that the top surface will be stable for a period of three (3) years from date of installation.

6.10.6. Written manufacturer’s warranty for water play (minimum 3-year warranty).

6.10.7. Product liability insurance certificate with project owner as certificate holder.

6.10.8. MSDS for surface coating material components.

7. OCCUPANCY OF PREMISES. Contractor shall work in/around building(s) and facilities that will not be, occupied during performance of work under this contract. Contractor shall conduct their operations so their work shall cause the least possible interference with normal operations of the installation. The contractor shall conduct work activities so that access to and egress from a building or buildings are maintained. No construction activities shall block emergency exits.

8. MATERIALS. All materials required for the work shall be new, free from all defects, of the best grade and quality, and entirely satisfactory for the purpose intended. All materials shall be furnished in ample quantities to prevent delay to the work. The contractor shall furnish and install all incidental hardware and material which is not specifically noted, but which is necessary to completely perform the work required by the contract. All equipment and materials installed shall be inspected and tested in full accordance with current industry standards and the manufactures directions/instructions.

9. SUBMITTALS REQUIRED. Submit the following to the contracting officer (KO) or contracting officer’s authorized representative (COR or COAR):

9.1. The submittal procedure shall be in accordance with section 01 33 00 submittal procedures.

9.2. Government submittal review period is 5 business days from time of receipt.

9.3. Submittals shall be transmitted with the ENG Form 4025-R.

9.4. Provide 3 hard copies and one electronic copy of each submittal.

9.5. Preconstruction submittals listed below shall be approved by the KO or COAR prior to commencing work:

9.5.1. Site Safety Plan in accordance with the US Army Corps of Engineers EM-385-1-1, Appendix A, Section 1.

9.5.2. Environmental Protection Plan. In lieu of the environmental plan: The Contractor shall comply withal applicable federal, state, and local laws and regulations, and standards listed in the technical specification sections.

All environmental protection matters shall be coordinated with the Contracting Officer. Inspection of any of the facilities operated by the contractor may be accomplished by Environmental Division personnel or authorized officials on a no notice basis during normal working hours. In the event that a regulatory agency assesses a monetary fine against the Government for violations caused by the contractor’s negligence, the contractor shall reimburse the Government for that cost and other costs. The contractor shall also clean up any oil or hazardous substance spills that result from the contractor’s operations. The contractor shall comply with the instructions of the Navy Industrial Hygienist with respect to avoidance of conditions which create a nuisance or which may be hazardous to the health of military or civilian personnel. The contractor shall provide a list of all hazardous materials to be used on the station, and an MSDS shall be provided for each material listed.

9.5.3. Quality Control Plan

9.5.3.1. Submit no later than 5 days after receipt of notice to proceed, the Contractor Quality Control (CQC) Plan proposed to implement the requirements of the Contract Clause titled "Inspection of Construction." The Government will consider an interim plan for the first 5 days of operation. Construction will be permitted to begin only after acceptance of the CQC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional work.

9.5.3.1.1. Content of the CQC Plan

Include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents:

a) The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function.

b) Procedures for tracking construction deficiencies from identification through acceptable corrective action.

Establish verification procedures that identified deficiencies have been corrected.

c) Reporting procedures, including proposed reporting formats.

d) A list of the definable features of work.

e) Any special inspection requirements as required in accordance with ICC IBC

9.5.3.1.2. Acceptance of Plan

Acceptance of the Contractor's plan is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in his CQC Plan and operations including removal of personnel, as necessary, to obtain the quality specified.

9.5.4. Project Schedule. Project Schedule. Prepare for approval, a Project Schedule. The schedule shall be a bar chart type.

9.5.5. Environmental Compliance Assessment Training and Tracking (ECATTS) The Contractor is required to complete and submit evidence of completion of the Environmental Compliance Assessment Training and Tracking (ECATTS) program. The training is taken on line at the following web site; https://navfac.ecatts.com/start . Once at the website the contractor shall call the help desk to gain access to the site. Once the contractor is on the website and in the training module the contractor shall complete the following two courses: Environmental Management System Awareness Training: NWS Earle and General Environmental Compliance. Prior to the start of the work the ECATTS trained contractor is required to inspect the work area with the designer of record, and government representative to address existing potentially hazardous components as part of the work. The contractor is required to provide a list of hazardous components, locations and quantities that must be addressed as part of the work.

9.5.6. Safety Data Sheets (SDS) for all products and materials to be used.

9.6. Submit Product Data Sheets for all material, products and hardware to be installed.

9.7. Submit product/color samples, Required certifications, Test reports and/or calculations, Warranty Certificates, O&M Manuals, Waste Summary

10. TIME FOR COMPLETION. All work to be performed shall be completed within 120 calendar days after the date of receipt of “Award” authorization. See Paragraph 7 and 11 for work hour restrictions.

11. REGULAR WORKING HOURS. The Government's regular (normal) working hours are from 0700 to 1530 (7:00 a.m. to 3:30 p.m.) Mondays through Fridays except on (a) federal holidays and (b) other days specifically designated by the Contracting Officer. Federal holidays are New Year's Day, Martin Luther King, Jr. Day, Presidents Day, Memorial Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day.

Work outside regular working hours requires Contracting Officer approval. Make requests for additional work hours 15 calendar days in advance of the proposed work period. See Paragraph 7 for additional work hour information.

12. GENERAL ADMINISTRATIVE REQUIREMENTS.

12.1. Pre-Construction Survey of Existing Conditions. Before the contractor can start work the contractor and the Government ET or the Project Engineer shall walk the site and record the existing site condition. The Government ET or the Project Engineer and Contractor shall use their judgment when conducting the survey. Pictures should be taken to document existing condition.

12.2. Station Regulations. The Contractor and his employees shall become acquainted with and obey all Government regulations as posted, or as requested by the Contracting Officer.

12.3. Fire Protection. The Contractor and his employees shall know where fire alarms are located and how to activate them. The Contractor shall handle and store all combustible supplies, materials, waste and trash in a manner that prevents fire or hazards to persons, facilities, and materials; coordinate with NWS Earle Fire Department.

Contractor employees operating critical equipment shall be trained to properly respond during a fire alarm or fire.

Any equipment that produces an open flame and/or sparks requires a burn permit which is issued at the start of each day through the NWS Earle Fire Department.

12.4. Environmental Protection

12.4.1. The Contractor shall comply with all applicable Federal, State, and local laws, and with the regulations and standards listed in the technical specification. All environmental protection matters shall be coordinated with the Contracting Officer. Public Works Department Environmental Division personnel or authorized officials on a no-notice basis during normal working hours may inspect any of the facilities operated by the Contractor. In the event that a regulatory agency assesses a monetary fine against the Government for violations caused by Contractor negligence, the Contractor shall reimburse the Government for the amount of that fine and other costs. The Contractor shall also clean up any oil spills that result from the Contractor's operations. The Contractor shall comply with the instructions of the Navy Industrial Hygienist with respect to avoidance of conditions which create a nuisance or which may be hazardous to the health of military or civilian personnel. The contractor shall provide a list of all Hazardous Materials to be used on the Station and a MSDS shall be provided for each material listed.

12.4.2. Construction and Demolition Waste Management. The contractor shall segregate and dispose of, at an approved off-site landfill, all non-recyclable construction debris including Styrofoam, fiberglass, non-asbestos roofing material such as shingles and vinyl flooring, and painted wood such as; doors, windows, siding and trim in accordance with NJDEP regulations. Contractor shall use an approved facility for recycling of materials such as;

plastic, glass, newspaper, high grade paper and cardboard, unpainted scrap lumber, asphalt, and concrete. Contractor shall track the types, amounts (in tons), costs for disposal and recycling, and any revenue generated from the sale of recycled materials. Upon completion of the project, contractor shall provide the Contracting Officer with a written Solid Waste/Recycling Summary Report with copies of landfill weight tickets and recycling center receipts attached.

12.4.3. Scrap materials such as; aluminum, iron, steel, copper, empty and cleaned out fuel tanks, transformers, electrical wiring and cable shall be turned over to the Government for collection and recycling.

12.5. Oversight and Supervision. This project requires a Project Superintendent, a Quality Control (QCM) Manager and a Site Safety & Health Officer (SSHO). The same individual may be the Project Superintendent/Quality Control (QCM) Manager/ and Site Safety & Health Officer. However, that individual shall meet the qualification requirements of each position. The Contractor shall have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, the Quality Control (QC) representative shall also have fluent English communication skills.

Qualifications, duties and responsibilities for each position are as follows:

12.5.1. Site Safety and Health Officer (SSHO) Qualifications, duties and responsibilities.

12.5.1.1. SSHO shall meet the qualification as outlined in EM 385-1-1 Appendix A, Section 1 and shall demonstrate a minimum of two years of experience as a project Safety Representative with no loss time incidents on assigned projects. Contractor shall provide the COR with a statement of qualifications in a letter to the Government for the SHHO.

12.5.1.2. The SSHO shall perform safety and occupational health management, surveillance, inspections, and safety enforcement of EM 385-1-1 and OSHA requirement for the Contractor. The assignment of the SSHO does not relieve the Contractor from the regulatory requirements governing safety responsibility. In addition to duties required in EM 385-1-1, the SSHO shall perform the following duties:

12.5.1.2.1. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Attach safety inspection logs to the daily production report.

12.5.1.2.2. Attend pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic progress meetings.

12.5.1.2.3. Implement and enforce accepted Accident Provention Plan (APP)s and Activity Hazard Analysis (AHA)s.

12.5.1.2.4. Ensure sub-contractor compliance with safety and health requirements.

12.5.1.3. Safety Requirements and Reports. During the performance of work under this contract, the Contractor shall strictly adhere to Environmental Protection Agency Regulations (EPA), Federal Occupational Safety and Health Regulations (OSHA), U.S. Army Corps of Engineers Safety and Health Requirements Manual (EM-385-1- 1), as well as all applicable state and local requirements.

12.5.1.4. The Contractor's workspace may be inspected periodically for OSHA and Navy violations. Abatement of violations will be the responsibility of the Contractor and/or the Government as determined by the Contracting Officer. The Contractor shall provide assistance to the Safety Office escort and the federal or state OSHA inspector if a complaint is filed. Any fines levied on the Contractor by federal or state OSHA offices due to safety/health violations shall be paid promptly.

12.5.1.5. When ever a person is more that 4 feet above a surface that person is required to wear fall protection. A competent person shall oversee the fall protection requirements for that person. The competent person shall be trained as per 385-1-1, 21.C.04.a.

12.5.1.6. The Contractor shall report to the Contracting Officer in the manner and on the forms prescribed in the technical specification's work-related injury or illness that results in:

a) Death, regardless of the time between injury and death, or the length of the illness

b) Days away from work (any time lost after day of injury/illness onset)

c) Restricted work

d) Transfer to another job

e) Medical treatment beyond first aid

f) Loss of consciousness

g) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (a) through (f).

h) Weight Handling Equipment (WHE) Accident. A WHE accident occurs when any one or more of the eight elements in the operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load;

derailment; two-blocking; overload; or collision, including unplanned contact between the load, crane, or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents even though no material damage or injury occur. A component failure (e.g., motor burnout, gear tooth or bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom or load, roll over, etc.) Any WHE accident shall be documented in both the Contractor Significant Incident Report (CSIR) and using the NAVFAC prescribed Navy Crane Center (NCC) form Contracting Officer. Comply with additional requirements and procedures for accidents in accordance with

NAVFAC P-307.

12.5.1.7. All accidents that result in death, serious injury or hospitalization of a Contractor employee or WHE accidents shall be reported to the Contracting Officer within one hour of the occurrence. Other incidents shall be reported the Contracting Officer within 24 hours of the occurrence. The Contractor shall submit to the Contracting Officer a full report of damage to Government property and/or equipment by contractor employees. All damage reports shall be submitted to the Contracting Officer within 24 hours of the occurrence.

12.5.1.8. Failure to actively apply an acceptable safety program will result in dismissal and a project work stoppage that will remain in effect pending approval of a suitable replacement

12.5.1.9. Only emergency medical care is available in Government facilities to Contractor employees who suffer on-the-job injury or disease. Care will be rendered at the rates in effect at the time of treatment. Reimbursement shall be made by the Contractor to the Naval Regional Medical Center Collection Agent upon receipt of statement.

12.5.2. Quality Control (QC) Manager Qualifications, duties and responsibilities.

12.5.2.1. An individual with a minimum of two years of experience as Quality Control on similar size and type construction contracts which included the major trades that are part of this contract. The individual must be familiar with the requirements of the Army Corps of Engineers EM 385-1-1, and have experience in the areas of hazard identification and safety compliance. The QC Manager shall be employed by the prime Contractor. Contractor shall provide the COR with a statement of qualifications in a letter to the Government for the QCM.

12.5.2.2. The QC Manager shall implement and manage the QC program. The QC Manager is required to attend the Pre-construction meeting and perform submittal review and approval. The QC Manager shall remain on the project site during all construction activities.

12.5.2.3. The QC Manager shall complete and submit to the Contracting Officer Construction Quality Control Reports and Contractor Production Reports. Report forms to be provided by the Government Engineering Technician.

12.5.3. Project Superintendent Qualifications, duties and responsibilities.

12.5.3.1. An individual with a minimum of two years of experience as Project Superintendent on similar size and type construction contracts which included the major trades that are part of this contract. The individual must be familiar with the requirements of the Army Corps of Engineers EM 385-1-1, and have experience in the areas of hazard identification and safety compliance. Contractor shall provide the COR with a statement of qualifications in a letter to the Government for the Project Superintendent.

12.5.3.2. The Project Superintendent shall be at the project site at all times during the performance of work under this contract and until the work is completed and accepted. The Project Superintendent shall be responsible for the execution of work in a safe, skillful and workmanlike manner.

12.6. Passes and Badges.

12.7.1. The contractor will not be allowed to escort deliveries and workers into base. All contractors entering the ordnance area or the Pier will need a badge.

12.7.2. The Contractor shall obtain access to the installation by participating in the Defense Biometric Identification System (DBIDS), or by obtaining passes each day from the Base Pass and Identification Office. There is no cost for obtaining passes through the DBIDS. One-day passes, issued through the Base Pass and Identification Office, will be furnished without charge. The contractor shall submit all paperwork required by security for the employee access to the COR. The process to have a person cleared for access may take 10 business days.

12.7.3 DBIDS Program: DBIDS is a voluntary 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, and are not required to obtain a new pass from the Base Pass and Identification Office for each visit. The Government performs background screening and credentialing. Throughout the year the Contractor employee must continue to meet background screening standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. Under the DBIDS program, commercial vehicle inspection is required, including situations of Random Anti-Terrorism Measures (RAM) or in the case of an elevation of Force Protection Conditions (FPCON). Information on requirements to participate and enroll in DBIDS is available at http://dbids.dmdc.mil/ or by calling 1-800-372-7437. One-Day Passes: Participation in the DBIDS is not mandatory, and if the Contractor chooses to not participate, the Contractor's personnel will have to obtain daily passes, be subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government will not be responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS..

12.8 Identification of Contractor Employees

12.8.1 The Contractor shall provide to the Contracting Officer the name or names of the responsible supervisory person or persons authorized to act for the contractor.

12.8.2 The Contractor shall furnish sufficient personnel to perform all work specified within the contract.

12.8.3 Contractor employees shall conduct themselves in a proper, efficient, courteous and businesslike manner.

12.8.4 The Contractor shall remove from the site any individual who’s continued employment is deemed by the Contracting Officer to be contrary to the public interest or inconsistent with the best interests of National Security.

12.8.5 No employee or representative of the Contractor will be admitted to the site of work unless he furnishes satisfactory proof that he is a citizen of the United States.

12.9 Pre-Construction Conference

12.9.1 The Contractor shall attend a pre-construction conference to discuss various aspects of the project and specific security and safety regulations at Naval Weapons Station Earle. The pre-construction conference shall be attended by the Contractor’s project manager, quality control manager, site safety and health officer, and the site superintendent. Coordinate the pre-construction conference with the Government Construction Manager or Engineering Technician a minimum of five (5) business days in advance.

12.10 Utilities

12.10.1 All utility outages must be requested a minimum of fifteen (15) working days in advance. Coordinate utility outages with the Government Construction Manager.

12.10.2 To the maximum extent possible, all utility outages shall be scheduled for non-working hours or on weekends.

Building C500 EOD Pool Liner Replacement Work order # 180829

1. LOCATION. All work is located at Building C500, in Naval Weapon Station Earle, Colts Neck, New Jersey.

1.1 Points of Contact

FEAD Contracting Officer: Joseph Henrius, (732) 866-2152 Engineering Tech: Azeb Hailu, (732) 866-2396

2. SITE INSPECTION. The government strongly recommends that prior to submitting a proposal the contractor shall visit the site and become familiar with the existing field conditions, scope of the work, and all requirements for completing the contract scope. The contractor shall examine the site with respect to the work to be performed so as to ascertain all factors which would affect the cost of the work to the extent that such information is reasonably obtainable.

3. NOTE: ALL MEASUREMENTS GIVEN IN THIS DOCUMENT ARE APPROXIMATE AND ARE IN

NO WAY TO BE CONSTRUED BY THE CONTRACTOR AS ABSOLUTE. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR CONDUCTING A FIELD INVESTIGATION AND VERIFICATION OF

MEASUREMENTS. THE GOVERNMENT WILL ASSUME NO RESPONSIBILITY FOR THE

CONTRACTOR FAILING TO VERIFY FIELD CONDITIONS OR MEASUREMENTS GIVEN. ALL

DISCREPANCIES AT THE SITE FOUND BY THE CONTRACTOR SHALL BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER (KO) IN WRITING PRIOR TO COMMENCING

WORK.

4. APPLICABLE REFERENCES. The current version of the following shall be incorporated into this scope of work by reference and must be adhered to in the execution of the work:

4.1. Unified Facilities Criteria (UFC) 1-200-01, General Building Requirements .UFC 1-200-01 is the building code guide and contains references to other UFCs and Codes that are to be used for all sections in this contract.

4.2. International Building Code (IBC).

4.3. National Electric Code (NEC).

4.4. National Fire Protection Association (NFPA).

4.5. National Fuel Gas Code, ANSI Z223.1

4.6. Army Corps of Engineer Safety and Health Requirements Manual, EM-385-1-1.

4.7. Naval Facilities Engineering Command P307, Management of Weight Handling Equipment.

5. ATTACHMENTS ACCOMPANYING SCOPE OF WORK.

5.1. Attachment 1 –Picture -1

5.2. Attachment 2 –Picture-2

5.3. Attachment 3-- Picture-3

6. SCOPE OF WORK: The contractor shall provide all labor, material, equipment, accessories and supervision to perform the work required and specified herein for a complete and useable facility. All work shall be new unless otherwise stated. All work shall conform to the safety requirements set forth in the most recent version of the Army Corps of Engineering EM385-1-1 unless specified otherwise. Existing features to remain and new work shall be protected by the Contractor from damage due to construction activities. Any damage to existing features to remain and new work shall be repaired or replaced in-kind at the Contractor’s expense. All waste shall be disposed of in accordance with New Jersey Department of Environmental Protection’s regulations. Electrical work shall be completed by an electrician licensed in the state of New Jersey.

6.1. Remove existing indoor Swimming Pool Liner and replace with 28mil patter Liner. Drill and anchor coping back in place.

6.2. Replace all plastic returns, skimmer plates and place foam on walls as needed before Liner.

6.3. Put in a main drain and splice of center skimmer.

6.4. All work to be performed by skilled technicians having adequate experience with, and specific training in, the field of swimming pool systems. Additionally, to ensure the overall integrity of the installation, the installing crew shall be supervised by a crew leader having had no less than two (2) years’ experience in the swimming pool projects similar in size and scope to this project.

6.5. Provide and maintain appropriate and suitable environmental conditions for the completion of the work.

Clean and prepare existing concrete surface prior to installation of the Liner. Provide and maintain all necessary barricades, signs, lights, flares, and other security signs as required for protection. Provide means for storage and disposal of scrap material, coating debris, and other material near Pool area.

6.6. All work shall be performed in accordance with the manufacturer’s technical bulletins.

6.7. Immediately after installation, protect pool from damage, contamination, spatter, and spillage caused by work of other trades. This shall include covering of pool with protective materials when necessary and responsibility for prompt repair or corrective measures in the event of damage.

6.8. Ensure that all materials used are compatible with the swimming pool environment, and that these materials are supplied as a system. The new System shall be guaranteed for workmanship, materials, and performance for a period of ten (10) years with an optional extended warranty for 15-years.

7. OCCUPANCY OF PREMISES. Contractor shall work in and around buildings and facilities that will be occupied during performance of work under this contract. Contractor shall conduct their operations so as to cause the least possible interference with normal operations of the installation. The contractor shall conduct work activities so that ingress and egress to and from all buildings is maintained. No emergency exits shall be blocked by construction activities. Access to unoccupied buildings shall be coordinated with the Contracting Officer’s Representative a minimum of five working days in advance.

8. MATERIALS. All materials required for the work shall be new, free from all defects, of the best grade and quality, and entirely satisfactory for the purpose intended. All materials shall be furnished in ample quantities to prevent delay to the work. The contractor shall furnish and install all incidental hardware and material which is not specifically noted, but which is necessary to completely perform the work required by the contract. All equipment and materials installed shall be inspected and tested in full accordance with current industry standards and the manufactures directions/instructions.

9. SUBMITTALS REQUIRED. Submit all required submittals to the contracting officer (KO) or contracting officer’s authorized representative (COR or COAR):

9.1. Government submittal review period is 5 business days from time of receipt.

9.2. Submittals shall be transmitted with the ENG Form 4025-R.

9.3. Provide 3 hard copies and one electronic copy of each submittal.

9.4. Preconstruction submittals listed below shall be approved by the KO or COAR prior to commencing work:

9.4.1. Site Safety Plan in accordance with the US Army Corps of Engineers EM-385-1-1, Appendix A, Section 11.

9.4.2. Environmental Protection Plan. In lieu of the environmental plan: The Contractor shall comply withal applicable federal, state, and local laws and regulations, and standards listed in the technical specification sections.

All environmental protection matters shall be coordinated with the Contracting Officer. Inspection of any of the facilities operated by the contractor may be accomplished by Environmental Division personnel or authorized officials on a no notice basis during normal working hours. In the event that a regulatory agency assesses a monetary fine against the Government for violations caused by the contractor’s negligence, the contractor shall reimburse the Government for that cost and other costs. The contractor shall also clean up any oil or hazardous substance spills that result from the contractor’s operations. The contractor shall comply with the instructions of the Navy Industrial Hygienist with respect to avoidance of conditions which create a nuisance or which may be hazardous to the health of military or civilian personnel. The contractor shall provide a list of all hazardous materials to be used on the station, and an SDS shall be provided for each material listed.

9.4.3. Quality Control Plan

9.4.3.1. Submit no later than 5 days after receipt of notice to proceed, the Contractor Quality Control (CQC) Plan proposed to implement the requirements of the Contract Clause titled "Inspection of Construction." The Government will consider an interim plan for the first 5 days of operation. Construction will be permitted to begin only after acceptance of the CQC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional work.

9.4.3.1.1. Content of the CQC Plan

Include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents:

a. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function.

b. Procedures for tracking construction deficiencies from identification through acceptable corrective action.

Establish verification procedures that identified deficiencies have been corrected.

c. Reporting procedures, including proposed reporting formats.

d. A list of the definable features of work.

e. Any special inspection requirements as required in accordance with ICC IBC

9.4.3.1.2. Acceptance of Plan: Acceptance of the Contractor's plan is required prior to the start of construction.

Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in his CQC Plan and operations including removal of personnel, as necessary, to obtain the quality specified.

9.5. Submittals shall include but not limited to:

a. Submit Product Data Sheets for all material, products and hardware to be installed.

b. Test reports

c. Warranty Certificates

d. Waste Summary report

e. Prepare a Project Schedule for approval, The schedule shall be a bar chart type.

9.6. TIME FOR COMPLETION. All work to be performed shall be completed within 30 calendar days after the date of receipt of “Award” authorization.

9.7. REGULAR WORKING HOURS. The Government's regular (normal) working hours are from 0700 to 1530 (7:00 a.m. to 3:30 p.m.) Mondays through Fridays except on (a) federal holidays and (b) other days specifically designated by the Contracting Officer. Federal holidays are New Year's Day, Martin Luther King, Jr. Day, Presidents Day, Memorial Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day.

Work outside regular working hours requires Contracting Officer approval. Make requests for additional work hours 15 calendar days in advance of the proposed work period. See Paragraph 7 for additional work hour information.

9.8. GENERAL ADMINISTRATIVE REQUIREMENTS.

a. Pre-Construction Survey of Existing Conditions. Before the contractor can start work the contractor and the Government ET or the Project Engineer shall walk the site and record the existing site condition. The Government ET or the Project Engineer and Contractor shall use their judgment when conducting the survey. Pictures should be taken to document existing condition.

b. Station Regulations. The Contractor and his employees shall become acquainted with and obey all Government regulations as posted, or as requested by the Contracting Officer.

c. Fire Protection. The Contractor and his employees shall know where fire alarms are located and how to activate them. The Contractor shall handle and store all combustible supplies, materials, waste and trash in a manner that prevents fire or hazards to persons, facilities, and materials; coordinate with NWS Earle Fire Department. Contractor employees operating critical equipment shall be trained to properly respond during a fire alarm or fire. Any equipment that produces an open flame and/or sparks requires a burn permit which is issued at the start of each day through the NWS Earle Fire Department.

d. Oversight and Supervision. This project requires a Project Superintendent, a Quality Control (QCM) Manager and a Site Safety & Health Officer (SSHO). The same individual may be the Project Superintendent/Quality Control (QCM) Manager/ and Site Safety & Health Officer. However, that individual shall meet the qualification requirements of each position. The Contractor shall have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, the Quality Control (QC) representative shall also have fluent English communication skills.

10. Passes and Badges.

10.1. The contractor will not be allowed to escort deliveries and workers into base. All contractors entering the ordnance area or the Pier will need a badge.

10.2. The Contractor shall obtain access to the installation by participating in the Defense Biometric Identification System (DBIDS), or by obtaining passes each day from the Base Pass and Identification Office. There is no cost for obtaining passes through the DBIDS. One-day passes, issued through the Base Pass and Identification Office, will be furnished without charge. The contractor shall submit all paperwork required by security for the employee access to the COR. The process to have a person cleared for access may take 10 business days.

10.3. DBIDS Program: DBIDS is a voluntary 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, and are not required to obtain a new pass from the Base Pass and Identification Office for each visit. The Government performs background screening and credentialing. Throughout the year the Contractor employee must continue to meet background screening standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. Under the DBIDS program, commercial vehicle inspection is required, including situations of Random Anti-Terrorism Measures (RAM) or in the case of an elevation of Force Protection Conditions (FPCON).