CLIN 0001 KV ATCT Roof.pdf

Rv. 22

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING COMMAND SOUTHEAST

PUBLIC WORKS DEPARTMENT

NAVAL AIR STATION, BLDG. 4711

201 NIMITZ AVE., SUITE 103

KINGSVILLE, TEXAS 78363-5119

BLDG 4792 NAS-K AIR TRAFFIC CONTROL TOWER

WEATHERPROOF COATING

1. GENERAL REQUIREMENTS

1.1. 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. COR is the individual designated by 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 provide design, procurement, demolition, construction, and installation services.

2. SCOPE OF WORK:

2.1. The contractor shall provide inspection, investigation, and evaluation of existing conditions as necessary to provide for effective design and required construction. The contractor shall prepare existing roof surface and apply a Mesh Reinforced Elastomeric Roof Coating (MERC) to the roof of

BLDG 4792 (approx. 850 SF). Contractor shall take appropriate measures while performing work, clean up any debris accumulated and dispose of materials/debris properly, safely and off-site.

Contractor shall see Enclosure (1) for the location on NAS Kingsville, TX. Roof height is approximately 82 feet above a gradual sloping grade. Building 4792 is on the flight line near active taxiways and runways. Paved and grassed areas are adjacent to the facility. Limited area shall be available for secured storage of construction materials. All operations and functions of the facility and site shall be maintained throughout course of contract work. The facility will remain 100% occupied during the duration of the project.

2.2. The facility shall be maintained in a watertight and leak-free condition throughout course of contract work. Provide temporary roofing and coverings for openings as necessary.

2.3. Provide for positive drainage throughout the finished roof area to preclude ponding water.

2.4. Lightning protection system shall remain operational throughout course of work. Temporary disconnects may be utilized to accommodate required work but system shall be operational at end of work shift. Lightning protection components shall be mounted to face of coping in finished work.

2.5. Existing electrical conduit shall be moved as necessary to accommodate required work in immediate area and reset and reattached at completion of work in the immediate area. All electrical systems shall remain functional throughout course of work unless approved otherwise by the Contracting Officer.

2.6. Removal of all loose modified bitumen membrane and flashing materials and surface preparation to include removal of dirt, dust, debris, loose granules, and any other surface conditions or contaminants that may prevent effective roof repair and coating system application and performance.

2.7. Contractor must warrant for a period of two years that the roof system, as installed, is free from defects in installation workmanship, to include roof membrane, flashing, insulation, accessories, attachments and sheet metal installation integral to a complete watertight roof system assembly. The contractor is responsible for correction of defective workmanship and replacement of damaged or affected materials. The contractor is responsible for all costs associated with repair or replacement work.

2.8. Demolition Work

2.8.1. N/A

2.9.Material/Equipment Specification

2.9.1. The coating shall be a high adhesion elastomeric silicone that is white in color.

2.9.2. Liquid-applied roof coating shall be installed to a finished thicknesses per the specific manufacturer’s for recommended thickness.

2.9.3. The minimum dry film thickness of 40 mils (1mm) applied in stages over 100% polyester fabric reinforcing.

3. APPLICABLE REFERENCE DOCUMENT

3.1. Federal Unified Facilities Criteria (UFC), State and/or Local regulations: the most stringent standard shall prevail.

3.2. Closeout Submittals UFGS-01 78 00

3.3. American National Standards Institute (ANSI) National Fire Protection Association

3.4. National Electric Code

3.5. American Society of Heating, Refrigeration and Air Conditioning Engineers

3.6. American Society of Testing and Materials

3.7. EM 385-1-1 dated November 2014 “Safety and Health Requirements Manual”

3.8. 29 CFR 1910 (OSHA) “2015 General Industry Regulations”

3.9. UFC 3-110-3 with Change 5 “ROOFING” (esp. section 6-3)

3.10. UFGS-07 14 00 FLUID-APPLIED WATERPROOFING

4. PRE-AWARD SITE VISIT

4.1. Prior to submitting proposals, prospective bidders can and will be expected to visit the job site, inspect the work in place and satisfy themselves as to the character and amount of work to be accomplished. Bidders will refer to Federal Biz Ops advertisement for the scheduled site visit time and date. Failure by the Contractor to familiarize oneself with available information regarding site conditions prior to bid shall not relieve the Contractor from the responsibility of successfully completing the work. It is very important bidders contact the COR for a day pass application

(SECNAV 5512/1) enclosed in the solicitation to fill in within 10 days of the scheduled site visit.

Failure to comply may mean denial to attend the site visit scheduled.

5. CONTRACTOR PERSONNEL BASE ACCESS REQUIREMENTS

5.1. The base access protocol implemented is the DBIDS system. The system provides background checks of contractor personnel. A personnel badge that affords base access for one year shall be issued to each Contractor employee that meets background check criteria. There is no cost for contractors to sign up and participate in the DBIDS system except for the time it takes to sign up.

Costs to participants are recaptured through increased productivity of their employees due to the reduction in waiting times at the Pass and Identification Office and Entry Control Points (ECP).

Contractors are required to participate in the DBIDS Program.

6. PERFORMANCE PERIOD

6.1. Background checks and requests for daily passes must be filled in (SECNAV 5512/1) and submitted to the assigned COR a minimum 10 days prior to any new work.

6.2. Performance Period: Performance period shall be [180] calendar days. The performance period begins upon the date of award of the contract and ends on the contract completion date (CCD). The performance period shall include pre-construction submittals, material procurement, pre-construction meetings, construction, commissioning, punch-list completion, and acceptance of closeout documentation.

7. LIQUIDATED DAMAGES: FAR 52.211-12

7.1. Bidders/offerors are herby notified that the contract time for purposes of fixing the completion date, default, and liquidated damages will be as stated in FAR Clause 52.211-10 Commencement, Prosecution, and Completion of Work, regardless of when performance and payment bonds or deposits in lieu of surety are executed.

8. PROJECT SCHEDULE

8.1. The Project Schedule shall show submittals, government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar

Chart shall be time scaled and generated using an electronic spreadsheet program.

8.2. The contractor shall use the critical path method (CPM) to schedule and control project activities.

Project schedules shall be prepared and maintained electronically. Save files in applicable format to be importable. Schedule shall be updated at least monthly for any project exceeding 60 calendar days. The schedule shall be built as follows.

8.3. The project schedule shall show design periods, submittals, government review periods, material/equipment delivery, utility outages, all on-site construction, inspection, testing, and closeout activities. Government and Contractor on-site work activities shall be driven by work schedules that reflect Saturdays, Sundays and all Federal Holidays as non-work days unless notified.

8.4. The schedule; shall display Start Contract and End Contract milestone activities. No activities shall be open-ended; each activity shall have predecessor and successor ties. Schedule shall be cost-loaded to aid in the submission of invoices.

8.5. Date/time constraint(s) and/or lags, other than those required by the contract, shall not be, allowed unless accepted by the QA. The Contractor shall include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date." The CCD milestone shall have a

"Mandatory Finish" constraint equal to the CCD.

9. PRE-CONSTRUCTION MEETING FOR PROJECTS

9.1. The Contractor shall participate in the pre-construction meeting to discuss administrative and contract requirements. The contractor will work with the COR to set up. During the meeting, the

Contractor shall discuss the conceptual process of the project with drawings, specifications, catalog cuts, job plans, and all required documents as available at the time of the meeting.

10. PRE-CONSTRUCTION PERFORMANCE/PAYMENT BONDS

10.1. Within 15 days after receipt of award, the bidder/offeror to whom the award is made shall furnish the bonds required by FAR Clause 52.228-15.

11. PRE-CONSTRUCTION SUBMITTAL REQUIRMENTS

11.1. The Contractor shall have the following submitted within 14 calendar days of award and prior to the

Pre-Construction Meeting:

11.1.1. Approved Site Safety and Health Officer (SSHO) employee (must work for the prime contractor)

11.1.2. Approved Quality Control employee (must work for the prime contractor)

11.1.3. Approved Site Superintendent employee (must work for the prime contractor)

11.1.4. Approved Project Schedule

11.1.5. Accident Prevention Plan (APP): (must be site specific) with Activity Hazard Analysis

(AHA) for each Definable Feature of Work.

11.1.6. Emergency Action Plan: can be separate or an attachment to Accident Prevention Plan.

11.1.7. Quality Control Plan: will identify the Contractor’s Organizational Chart and provide associated documentation, methods, and testing to ensure quality.

11.1.8. Material/Equipment Submittal Plan will identify projected dates that material submittals shall be forwarded to the government. Manufacturing lead-time shall be afforded for manufacturing of equipment. Contractor must provide proof of manufacturing. Purchase from vendor to the KO and request a no cost time extension via the Request for Information

(RFI) process.

11.1.9. Material/Equipment Laydown Area Plan shall identify areas where Contractor plans to store equipment and materials during construction and is subject to approval by COR and PW

Environmental Division.

11.1.10. Schedule of Prices: Submit on forms furnished by the Government. The initial schedule of prices may be preliminary for construction activities until the design is developed. Include a detailed breakdown of the contract price, with quantities for each kind of work. Include

General Conditions, profit, and overhead in the unit prices. Break down into design and each construction category if stated in Attachment A. The Contractor may invoice for bonds once the Government has approved the bonds, however, no other requests for payment will be processed without an approved Schedule of Prices.

12. SUBMITTAL REGISTER:

12.1. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

12.2. Contractor shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements shall be clearly identified.

Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings;

descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; Operations and Maintenance (O&M) Manuals

(including parts list); certifications; warranties; and other such required submittals.

12.3. Project Schedule

12.4. Accident Prevention Plan (must be site specific)

12.5. Activity Hazard Analysis

12.6. Emergency Action Plan

12.7. Quality Control Plan

12.8. Material/Equipment Submittals, (use NASK PWD transmittal form)

12.9. Environmental Plan

12.10. Proof of manufacturing purchase from vendor, as requested.

12.11. Material Safety Data Sheets (MSDS) as applicable.

12.12. Licenses and Permits

12.13. Digging Permit (14 days prior to excavation)

12.14. NAVFAC Red-Zone (NRZ) Checklist/POA&M

12.14.1. Closeout Submittals UFGS-01 78 00

12.14.1.1. Government Furnished Materials

12.14.1.2. As-Built Signed and Stamped Drawings in CADD and PDF format

12.14.1.3. As-Built Record of Equipment and Materials in CADD and PDF format

12.14.1.4. Construction Contract and Project Specifications

12.14.1.5. eOMSI Facility Data Workbook (FDW – Excel Spreadsheet data filled in by KTR;

KTR shall not modify fields)

12.14.1.6. Spare Parts Data

12.14.1.7. Preventative Maintenance Plan

12.14.1.8. Warranty Management Plan (incl Warranty Letters and POC information)

12.14.1.9. Warranty Tags (provide on all equipment with digital back-up copy)

12.14.1.10. Operation and Maintenance Manuals

12.14.1.10.1. The Contractor shall provide one complete set of (O&M Manuals for the system or systems and CD of information. O&M Manual sections shall include, at a minimum, the following sections: General Description, Detailed Description, Systems Description, Operation (all modes), Maintenance, Troubleshooting, Manufacturers Literature (catalog cuts), and Bill of Material.

12.14.1.11. Building Commissioning

12.14.1.12. Heating Ventilation Air Conditioning (HVAC) Commissioning

12.14.1.13. Training and Instruction (signed), Videos

12.14.1.13.1. The contractor shall coordinate with the CM/ET to provide training on new systems provided for PWD Productions Division

12.14.1.14. NAVFAC sustainable & energy data record card

12.14.1.15. Properly completed DD Form 1354 with associated costs

13. POST- CONSTRUCTION SUBMITTALS

13.1. Prior to the CCD, the contractor shall provide one hardcopy and two electronic copies on CD+R of all required closeout submittals.

13.2. Reference section 12.13.2 of this document to see required closeout submittals

13.2.1. Acceptable format shall be compatible with NASK PW latest software versions in

AUTODESK- (AUTOCAD) DWG format, Adobe Acrobat and Microsoft Office format.

Data shall be provided during acceptance period in a digital optical disc storage format

(DVD+R).

14. SUBMITTALS AND PROCEDURES

14.1. Updated Project Schedule: Update the Project schedule at monthly intervals, if applicable or, as revisions occur. The updated schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the assigned COR.

14.2. Three week look ahead and schedule: At the start of construction, the Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Project Schedule. The work plans shall be keyed to activity numbers when a Network

Analysis type schedule is required and updated each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead

Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the

Project Schedule on an electronic spreadsheet program and printed on 8-½ by 11 sheets as directed by the Contracting Officer. Activities shall not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Provide an electronic file of the 3-Week Look Ahead Schedule to the assigned COR no later than 1000 each

Monday for review during the weekly Coordination Meeting.

14.3. Correspondence and acceptance test reports: All correspondence (e.g., letters, Requests for

Information (RFIs), e-mails, meeting minute items, Production and Daily Reports, material delivery tickets, photographs, etc.) shall reference the Design and Construction Schedule activities that are being addressed. All test reports (e.g., equipment, concrete, soil compaction, weld, pressure, etc.)

shall reference schedule activities that are being addressed.

15. FIRE, SAFETY AND CONFINED SPACE REQUIREMENTS

15.1. The Contractor is required to comply with all Station Safety Regulations. The Contractor shall observe all requirements for handling and storage of combustible materials, waste and trash. Open flames aboard the station/hot work (i.e. welding) require a permit from the fire department, phone number 361-516-6135.

16. SAFETY REQUIREMENTS

16.1. Contractor shall perform Operational Risk Management (ORM) and Activity Hazard Analysis

(AHA) as required by USACE EM 385-1-1. Contractor shall submit the required AHA form to the

COR at least one week prior to each new work phase in the project schedule, when new hazards are identified, or when a new work crew is brought on site.

17. OCCUPATIONAL HEALTH REQUIREMENTS

17.1. The contractor shall be responsible for maintaining a safe work environment for assigned personnel for the duration of the tasks. Personnel injuries, regardless of severity shall be reported immediately to the assigned COR.

18. EMERGENCY ACTION PLAN (OSHA 29 CFR 1910.38)

18.1. The contractor shall develop an emergency action plan in accordance with applicable rules and regulations and it shall be adhered to in the event of an emergency and shall address the following sections. It is the responsibility of the project supervisor, and shift supervisor to educate and brief all personnel on this emergency plan.

19. CONTRACTORS SAFETY RESOURCES WEB SITE (APP and AHA information)

19.1. http://www.navfac.navy.mil/products_and_services/sf/products_and_services/construction/safety_s hack/contr_safety_resources.html

20. CONTRACTOR WEIGHT HANDLING EQUIPMENT (WHE) REQUIRMENTS

20.1. The Contractor shall comply with specific activity regulations pertaining to crane safety and operation, notify the Contracting Officer, in advance, of any cranes entering the activity and comply with ASME B30.5 for mobile cranes and ASME B30.22 for articulating boom cranes. Cranes used in construction, demolition, or maintenance shall comply with 29 CFR 1926 and the Corps of

Engineers Manual EM 385-1-1. Further requirements shall be provided at the Pre-Con, if required.

21. WORK IN CONFINED SPACES

21.1. In addition to the requirements of Section 06.I of USACE EM 385-1-1, OSHA 29 CFR 1910.146 and OSHA 29 CFR 1926.21(b) (6), comply with the following paragraphs. Any potential for a hazard in the confined space requires a permit system and shall be used.

http://www.navfac.navy.mil/products_and_services/sf/products_and_services/construction/safety_shack/contr_safety_resources.html http://www.navfac.navy.mil/products_and_services/sf/products_and_services/construction/safety_shack/contr_safety_resources.html

21.2. Confined Space Signage: Provide permanent signs integral to or securely attached to access covers for permit-required confined spaces provided by this contract. Signs wording: "DANGER-

PERMIT-REQUIRED CONFINED SPACE - DO NOT ENTER -" in bold letters a minimum of 25 mm (one inch) in height and constructed to be clearly legible with all paint removed. The signal word "DANGER" shall be red and readable from 1.52 m (5 feet).

21.3. Entry Procedures: Prohibit entry into a confined space by personnel for any purpose, including hot work, until the qualified person has conducted appropriate tests to ensure the confined or enclosed space is safe for the work intended and all potential hazards are controlled or eliminated and documented. (See Section 06.I.06 of USACE EM 385-1-1 for entry procedures.) Review all hazards pertaining to the space with each employee during AHA process.

21.4. Forced air ventilation is required for all confined space entry operations. Maintain minimum air exchange requirements to ensure exposure to any hazardous atmosphere is kept below its' action level.

21.5. Sewer wet wells require continuous atmosphere monitoring with audible alarm for toxic gas detection.

22. ENVIRONMENTAL PROTECTION REQUIREMENTS

22.1. The Contractor shall comply with all applicable environmental protection requirements as well as

Federal, State and Local Laws. The Contractor shall comply with the Executive Order 12856, EMERGENCY PLANNING AND COMMUNITY RIGHT-TO-KNOW ACT (EPCRA); Section

313 requires that all releases of the chemicals in the section 40 of the Code of Federal Regulation

(CFR) 372 report to the State Emergency Response Commission and EPA. The Contractor is required to provide the amount in pounds of listed chemicals released in the environment to the

Contracting Officer.

23. CONTRACT ADMINISTRATIVE REQUIREMENTS

23.1. Required Insurance: The Contractor shall procure and maintain during the entire period of performance under this contract insurance at a level that satisfies all State minimum requirements for General Liability, Automobile Liability, and Worker’s Compensation.

23.2. Licenses/Permits: Obtain all appointments, licenses, and permits required to perform work under this contract at no additional expense to the Government. Comply with all applicable federal, state, and local laws, and base regulations and procedures. Provide evidence of such permits and licenses to the Contracting Officer before work commences and at other times as requested by the

Contracting Officer (see FAR 52.236-7, Permits and Responsibilities). The Contractor will coordinate permit applications with the Navy.

24. ACTIVITY REGULATIONS

24.1. The Contractor and their employees shall become acquainted with and obey Activity regulations as posted or as requested by the Contracting Officer. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter restricted areas unless required to do so and until cleared for such entry. The Contractor’s equipment shall be conspicuously marked for identification.

25. PROPRIETARY RIGHTS

25.1. All field notes, design drawings, specifications, and other documents collected and produced as part of this contract shall be considered property of the Government. Data shall not be, used in whole or parts published or unpublished, as a part of any technical or non-technical presentation without written pre-approval of the Contracting Officer.

26. PROTECTION OF GOVERNMENT PROPERTY

26.1. Take special care to protect Government property. Return areas damaged as a result of construction under this contract to their original condition. In addition to FAR 52.236-9, Protection of Existing

Vegetation, Structures, Equipment, Utilities, and Improvements, perform the following:

26.2. Remove or alter existing work or facilities in such a manner as to prevent injury or damage to any portion of the existing work or facilities that remain.

26.3. Repair or replace portions of existing work altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

26.4. Preserve the natural resources in accordance with the approved environmental protection plan.

27. ORAL MODIFICATION

27.1. No oral statement by any person other than the Contracting Officer, as provided in the contract clause entitled, “CHANGES AND CHANGED CONDITIONS,” will in any manner or degree modify or otherwise affect the terms of this contract.

28. NO WAIVER BY THE GOVERNMENT

28.1. The failure of the Government in any one or more instances to insist upon strict performance to any of the terms of this contract or to exercise any option herein conferred shall not be construed as a wavier or relinquishment to any extent of the right to assert or rely upon such terms or options on any future occasion.

29. CONTRACTOR INVOICES

29.1. See contract clause 252.232-7006 Wide Area Workflow Payment Instructions

29.2. Payment shall be made on Contractor's submission of itemized requests and will be subject to reduction for overpayments or increased for underpayments from previous payments. Progress payments will be based on the percent of work complete in accordance with the schedule of values.

The Government may withhold payment or reduce payments for the following:

29.2.1. Defects in material or workmanship.

29.2.2. Claims the Government may have against the Contractor under or in connection with this contract.

29.2.3. Contractor's failure to submit an updated schedule.

29.2.4. Payroll violations.

29.2.5. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor.

29.2.6. Payments may be made for materials, stored off construction sites, under the following conditions specified in FAR 52.232-5(b) Payments Under Fixed Price Construction

Contracts:

29.2.7. Materials adequately insured and protected from theft and exposure.

29.2.8. Materials not susceptible to deterioration or physical damage in storage or in transit to the job site are acceptable for progress payments. Items such as steel, machinery, pipe and fittings and electrical cable are acceptable, but items such as gypsum board; glass, insulation and wall covering are not.

29.2.9. Materials in transit to the job or storage site are not acceptable for payment.

30. AUTHORITY TO MAKE MODIFICATIONS

30.1. No person other than the Contracting Officer has the authority to bind the Government with respect to this contract.

30.2. No action or omission of any government employee or representative other than the Contracting

Officer shall increase or decrease the scope of this contract or shall otherwise modify the terms and conditions of this contract.

30.3. In no event shall any of the following be effective or binding on the Government or imputed to the

Contracting Officer with respect to this contract:

30.3.1. An understanding, or agreement between the Contractor and anyone other than the

Contracting Officer;

30.3.2. A purported modification or change order issued by anyone other than the Contracting

Officer;

30.3.3. A promise by anyone other than the Contracting Officer to provide additional funding or make payments; or

30.3.4. An order, direction, consent, or permission from anyone other than the Contracting Officer to;

30.3.4.1. Incur costs in excess of a specified estimated cost, allotment of funds, or other ceiling; or

30.3.4.2. Expend hours in excess of a specified level of effort

31. COMMUNICATION PLAN

31.1. Provide a plan for key decisions and possible problems the Contractor and Government may encounter during the project. At a minimum, the Communication Plan shall indicate the frequency of QC meetings and what information is covered in those meetings, key decision points tied to the schedule, and required coordination efforts.

32. QUALITY CONTROL PHASES.

32.1. Preparatory Phase: Review all applicable documents for compliance with all applicable laws, codes, regulations, and the requirements of the contract, including contract drawings and specifications.

Determine requirements for testing and certification. Review submittal approvals for materials, equipment, shop drawings, and applicable methods of construction and installation. Include all

Preparatory Phase items in the QC Report.

32.1.1. Initial Phase: Observe and inspect the initial portion of the work performed under a

DFOW to establish the quality of the workmanship, resolve conflicts in construction, ensure that testing is done and certified as required, and to check all work procedures to ascertain the work is in conformance with required safety requirements. Record and report nonconforming work and work not of acceptable quality and requiring correction or rework.

Include all Initial Phase items, along with initial phase checklist and, in the QC Report.

32.1.2. Follow-Up Phase: Occurs at the completion of each DFOW. Ensure the work is in compliance with contract requirements, quality of workmanship for all work is maintained, and all work performed meets safety requirements. Include all Follow-Up Phase items, including date, in the QC Report.

32.1.3. Contractor must possess a current certificate of completion: of the Army Corps of

Engineers NAVFAC Contractor Quality Management (CQM) Training. The Contracting

Officer may have the option of waiving the requirement only once, if the Contractor is new to NAVFAC contracts.

32.1.4. Supervision Requirements: In accordance with FAR Clause 52.236-6, Superintendence by the Contractor, at all times during performance of this contract and until the work is completed and accepted, the prime contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting

Officer and has authority to act for the contractor. The superintendent shall be fluent in

English.

33. SCHEDULING WORK PROCEDURES AND OUTAGES

33.1. Schedule work construction for minimal impact on normal Government operation that involve designated area.

33.2. Prior to construction work, the contractor shall meet with the assigned COR for construction approval of scheduling and sequence of construction/ or outages.

33.3. The Government's normal hours of operation are 0700 to 1630 Monday through Friday, excluding

Government holidays.

33.4. If the contractor decides to work other than normal hours/working days, they shall submit a request to the QA for approval three work days prior to the work.

34. UTILITY LOCATIONS AND VERIFICATION PRIOR TO EXCAVATION

34.1. If applicable, obtain appropriate digging permit from Base personnel through the FEAD office prior to digging. Maintain all markings during utility investigation throughout the contract. “At the contractor’s expense, all underground utilities in the work area must be positively identified by a private utility locating service in addition to any station locating service and coordinated with the station utility department.”

34.2. Physically verify underground utility: Locations by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within three feet of the underground system. Use hand digging within three feet of a known utility. If construction is parallel to an existing utility, expose the utility by hand digging every 100 feet if parallel within five feet of the excavation.

34.3. Utilities within Concrete Slabs: Utilities located within concrete slabs are extremely difficult to identify due to the reinforcing steel used in the construction of these structures. Whenever work involves concrete chipping, saw cutting, or core drilling, the existing utility location must be coordinated with station utility departments in addition to a private locating service. Outages to isolate utility systems shall be executed in circumstances where utilities are not positively identifiable. Use of historical drawings and data shall not alleviate the contractor from meeting this requirement.

35. CONDUCT OF ELECTRICAL WORK

35.1. Follow electrical safety criteria specified in UFC 3-560-01, USACE EM 385-1-1, and NFPA 70E during the conduct of all work. As delineated in USACE EM 385-1-1 electrical work shall be conducted in a de-energized state unless there is no alternative method for accomplishing the work.

35.1.1. Energized Work: energized work requires a permit and shall be obtained from the

Commanding Officer.

36. CONTRACTOR WORK SITE

36.1. The contractor shall limit use of the premises for work and for storage of material and equipment associated with the contract. Unless otherwise specified or separately agreed to, Government owned material handling equipment, transportation equipment or general tools will not be available for contractor’s use.

36.2. Clean work area daily and after completion of the work, removing all loose debris and disposing of all non-permanent materials IAW the contractor’s Waste Management Plan. Submit a monthly summary of removed solid waste in weight to assigned COR.

36.3. Temporary Facilities (if applicable): The contractor may provide his own office facilities/fencing;

coordinate and obtain advance approval from the COR. Submit a location plan of temporary facilities indicating requested utility connections. Provide and maintain suitable sanitary facilities within the construction limits of the contract. Dispose of sanitary waste in accordance with the applicable laws, and local regulation at no cost to the Government. If temporary facilities are installed or constructed, the contractor will request a meter to

36.4. Contractor Furnished Equipment: Equipment is subject to the inspection and approval of the COR, prior to and during the life of the contract.

37. CONTRACTOR’S PRODUCTION REPORT

37.1. Complete the reports weekly unless otherwise requested by the Contracting Officer. Reports at a minimum shall include:

37.2. Worker hours by classification, move-on and move-off of construction equipment furnished by the prime, subcontractor or the Government, and materials and equipment delivered to the site.

37.3. Safety meetings checks and inspections.

37.4. Disposition of Construction Waste Material (See Section 17)

37.5. Design and Construction Issues: Including, but not necessarily limited to:

37.5.1. Check all Contract Documents for correctness and correlation. If the Contractor notes any discrepancy or ambiguity; immediately notify the assigned COR.

37.5.2. Examine the work site as to conditions affecting the work. Field verify the site and scope of work, including but not limited to the measurement and location of all significant items required to perform the work.

38. CLEANING / REMOVAL/ SALVAGE AND DISPOSAL OF WASTE

38.1. Cleaning project area of materials and rubbish, resulting from the contractors work is the property and responsibility of the contractor. Keep the premises free of debris, accumulation of waste materials, rubbish, tools and all surplus materials at all times.

38.2. Generated Waste shall be removed from Government property, during and before the completion of the project by the contractor or contractors.

38.3. Salvage, report and submit with each invoice the amount (by weight) and type of materials salvaged for sale, reused and or recycled. Provide destination, means of transportation, cost of transportation and handling, tipping fee saving and revenue generated for each material.

38.4. Disposal of generated waste from project should occur during and before the completion of the project, with all generated debris removed from Government Property upon completion of project.

The Contractor shall report/submit with each invoice the amount of waste (by weight) and type of waste materials disposed of in a landfill or incinerator, the tip fee per ton, and the total cost of disposal including transportation costs, container rental costs, etc.

38.5. Waste Management: Contractor shall reduce, recycle or salvage as much waste material as possible with a goal of diverting at least 50% of construction waste from landfill. Address waste reduction, recycling and salvage.

39. INSPECTION AND ACCEPTANCE REQUIREMENTS

39.1. All work is subject to inspection during the work and upon completion of the work. Any corrective discrepancies need to meet the satisfaction of the Government prior to presenting an invoice for payment. At the 75% completion point, the assigned COR will conduct a Red-Zone checklist review with the Contractor.

40. WARRANTY

40.1. Warrant all materials and work for not less than one year after final acceptance of the work, except as otherwise indicated in this RFP. If required to provide remedial repair of previously installed work due to latent defect or unacceptable work performance, warrant the repaired work for one year after the completion and acceptance of the repair.

40.2. Warranted items: furnish the manufacturers’ original written warranty accompanied by a copy of the supplier’s receipt showing place of purchase, telephone number of supplier, address, delivery order number and or a ticket number.

41. TRANSMITTER REQUIREMENTS

41.1. The base policy concerning the use of transmitters such as radios, cell phones, etc., shall be adhered to by all Contractor personnel. They must also obey Emissions control (EMCON) restrictions.

42. HAZARDOUS MATERIAL EXCLUSIONS

42.1. N/A

********************************END SCOPE OF WORK********************************