NASK Multi Fence N6945022R0104.pdf

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND SOUTHEAST

JACKSONVILLE, FL 32212-0030

June 9, 2022

SUBJECT: REQUEST FOR QUOTE-NAS KINGSVILLE MULTI-FENCE PROJECT-

CONTRACT N6945022R0104, NAVAL AIR STATION KINGSVILLE, TX

Dear Sirs/Madam:

The Government requests a quote on the attached scope of work for multiple location fence repair and construction at NAS Kingsville, TX.

A pre-proposal site visit is scheduled for June 16th at 0900. All site visit participants shall meet at the McCoys near the main gate entrance. The address is 2202 E. Carlos Truan Blvd., Kingsville, TX 78363.

You may contact Mr. Hector Gomez via email at: hector.a.gomez5.civ@us.navy.mil or via telephone number (361) 516-6079 for further information on the site visit.

Please also refer Section 7.1 within the scope of work for required access paperwork information.

You are requested to provide a quote for this work that, at a minimum, will include a detailed breakdown of pricing sufficient to permit a comprehensive review and evaluation of all labor, materials, and equipment costs. The government plans to award to the offeror that provides the lowest price within the competitive range.

• Certified cost and pricing data is not required for this action per FAR 15.403-1.

Submit your proposal as soon as possible, no later than June 28, 2022.

Any questions may be directed to the undersigned at telephone number (210) 913-

9593 or via email: kyle.p.rogers2.civ@us.navy.mil.

mailto:hector.a.gomez5.civ@us.navy.mil mailto:kyle.p.rogers2.civ@us.navy.mil

Subj: MULTI-FENCE PROJECT, NAS KINGSVILLE, TX

Electronic Enclosures

– Scope of Work

– Scope enclosures

SCHEDULE OF SUPPLIES/SERVICES

The offeror agrees to perform the work required at the proposed Firm Fixed Price specified below in strict accordance with the terms and conditions and regulatory requirements of this solicitation. The Government may accept this offer within 120 calendar days after the date offers are due. Bid shall include all labor, equipment, materials, lower-tier subcontractors, and supplies necessary to complete the activities specified in the solicitation.

General description: Multi-Fence Repair and Construction NAS Kingsville, TX. The project magnitude and duration are as follows:

CLIN 0001 is between $25,000 and $100,000 180 days CLIN 0002 is between $25,000 and $100,000 60 days CLIN 0003 is less than $25,000 60 days CLIN 0004 is less than $25,000 60 days CLIN 0005 is less than $25,000 60 days CLIN 0006 is between $25,000 and $100,000 120 days

ITEM NO SCHEDULE OF SUPPLIES/SERVICE AMOUNT

0001 BLDG4792 Install New Security Fencing, according to the accompanying plans/drawings and specifications and/or statement of work. Period of performance is 180 calendar days from issuance of Notice to Proceed.

0002 BLDG704 Install New Security Fencing, according to the accompanying plans/drawings and specifications and/or statement of work. Period of performance is 60 calendar days

0003 BLDG758-SUPPLY Install Security Fencing, according to the accompanying plans/drawings and specifications and/or

0004 Main Gate Fence Repair, according to the accompanying plans/drawings and specifications and/or

0005 Perimeter Fence Repair, according to the accompanying plans/drawings and specifications and/or

0006 BLDG4743 Military Working Dog Security Fencing, according to the accompanying plans/drawings and specifications and/or statement of work. Period of performance is 120 calendar days

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. 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.

BLDG4792 INSTALL NEW SECURYTY FENCING

1.1. The contractor shall provide and install chain link security fence (nine gauge seven feet high) with poles and all associated hardware along a perimeter of approximately 850 Linear Feet (LF).

The contractor shall refer to Enclosure (1) for the location of the fence and gates.

1.2. Contractor will install Approx. 850 LF of outward facing outriggers with 3 rows of triple stranded barbed wire on new fencing. It is the Contractor’s responsibility to verify all fencing LF and locations.

1.3. The contractor shall provide and install a manual sliding gate which is 20’w x 7’h, see Enclosure (2) for Gate 1. The gate will have 3 rows of triple stranded barbed wire.

1.4. The contractor shall provide and install a 4’W single swing gate the contractor shall refer to Enclosure (1) for location and (3) for gate 2 description.

1.5. The contractor shall provide and install new 8’W manual double swing gate. Contractor shall refer to Enclosure (4) for gate 3.

1.6. The contractor shall refer to Enclosure (5) for the installation of schedule 80 PVC 2”conduit pipe-electrical approximately 175 LF and install pull cords.

BLDG704 INSTALL NEW SECURITY FENCING

1.7. Before beginning work, the contractor will contact the COR to have the NAS Kingsville security team remove the existing concrete security barrier.

1.8. The contractor shall provide and install chain link security fence (nine gauge seven feet high) with poles and all associated hardware along a perimeter of approximately 155 Linear Feet (LF).

1.9. Contractor will install outward facing outriggers with 3 rows of triple stranded barbed wire along the 155 LF perimeter. It is the Contractor’s responsibility to verify all fencing LF and locations.

The contractor shall refer to Enclosure (6).

1.10. The contractor shall provide and install a double swing gate which is 12’w x 7’h. The gate will also have 3 rows of triple stranded barbed wire. The contractor shall refer to Enclosure (7) for double gate specification.

2.3 The contractor shall refer to paragraph 35 for the digging permit.

BLDG758-SUPPLY INSTALL SECURITY FENCING

1.11. Install approximately 100LF of galvanized 9 gauge chain link fence inside BLDG 758 on NAS Kingsville, TX. Fencing will be 12 foot high with outward facing outriggers and 3 rows of triple stranded barbed wire. Contractor will include all post, rails, fencing and hardware needed to secure two storage areas. See Enclosure (8) for details.

1.12. The contractor shall also install (2) 8’x12’ single sliding steel wire gates, one for each storage area. Each gate will have hardware for sliding and have the ability to utilize a pad lock to secure. The contractor shall refer to Enclosure (8) for existing gate(s) photos and example of new gate(s).

1.13. Demolish approximately 100LF of existing 8ft chain link fence, poles and associated hardware.

1.14. Contractor is responsible for compliant off-base disposal of all material associated with the project.

MAIN GATE FENCE REPAIR

1.15. Install approximately 2350 LF of triple strand barbed wire 2 ply 4-point barbwire 12ga.

galvanized meeting ASTM A121 standards.

1.16. Install approximately 2800 LF of 7ga. Metallic coated steel marcelled tension wire at top of fence fabric to replace removed top rail. ASTM A824.

1.17. Replace approximately 75 rusted or damaged 3 wire galvanized type I 45* barbwire arms meeting ASTM F626 standards. Arms will be riveted or bolted to all posts to prevent removal.

1.18. Remove and dispose of existing outriggers and barbed wire. See Enclosure

1.19. Contractor is responsible for compliant off-base disposal of all material associated with the project.

PERIMETER FENCE REPAIR

The contractor shall provide and install chain link security fence to match existing (nine gauge seven feet high) with poles and all associated hardware along a perimeter of approximately 80 Linear Feet (LF). The contractor shall refer to Enclosure (10) for the location of the fence.

1.20. Install approximately 80 LF of triple strand barbed wire 2 ply 4-point barbwire 12ga.

galvanized meeting ASTM A121 standards.

1.21. Contractor shall remove 80LFT of fence and 6 fence posts.

1.22. New fence shall be installed 6’ inside the existing fence line and tied into the existing fencing.

See Enclosure (11).

BLDG4743 MILITARY WORKING DOG SECURITY FENCING

1.1. The contractor shall provide and install chain link security fence (nine gauge galvanized steel eight feet high) with poles and all associated hardware along a perimeter of approximately 340 Linear Feet (LF). Per UFC 4-022-03 Security fences and gates. No ground clearance permitted from bottom of fence fabric to ground.

Ref. Enclosure 12. Fence to be level.

1.2. Contractor will install outward facing outriggers with 3 rows of triple stranded barbed wire along the 340 LF perimeter. It is the Contractor’s responsibility to verify all fencing LF and locations. Ref. Enclosure 12.

1.3. Remove outriggers and barbed wire on existing fence line per Enclosure 12. Install vertical arms on each post. Install three strand 9 gauge barbed wire.

1.4. The contractor shall provide and install a 20’w x 8’h double swing gate. The gate will have 3 rows of triple stranded barbed wire. Gate will be installed on existing fence line per Enclosure 12. Ref. Enclosure 13 for double gate specification.

1.4.1. The contractor shall fabricate and install 4 solid Aluminum 30”x40” Military Working Dog signs, 63 mil thick. The signs shall match Enclosure 14 and have rounded corners; include four 3/16-inch holes for easy mounting one per corner.

1.4.2. The contractor shall fabricate and install 10 solid Aluminum 12”x18” Restricted Area signs, 63 mil thick. The signs shall match Enclosure 15 and have rounded corners; include four 3/16-inch holes for easy mounting one per corner. Signs will be placed on the Military working dog perimeter fence at 100’ intervals.

5. Material/Equipment Specification.

5.1.1. FS RR 191/1, Type I, Zinc Coated Steel, 2.0 oz per sf hot-dipped galvanized fence fabric

5.1.2. Wire size shall be 9 Gauge core woven into 2.0 inch diamond mesh.

5.1.3. Chain Link Fences and Gates and UFGS 32 31 13.53, High-Security Chain Link

Fences and Gates. Consult with ASTM F2611 and ASTM F1712 for additional. Guidance (fabric, post, framework, fittings, and other accessories) regarding chain link Fencing. Refer also to the Chain Link Manufacturers Institute’s Security Fencing Recommendations (CLF-SFR0111) and Product Manual (CLF0PM0610) for additional Information. Fences and Gates. Consult with ASTM F2611 and ASTM F1712 for additional Guidance (fabric, post, framework, fittings, and other accessories) regarding chain link Fencing. Refer also to the Chain Link Manufacturers Institute’s Security Fencing Recommendations (CLF-SFR0111) and Product Manual (CLF0PM0610) for additional information.

5.1.4. Fencing fabric must be minimum 9-gage wire mesh and mesh openings must be not be greater than 2-inches (51 mm) per side. Fence fabric material will be galvanized steel, PVC coated steel fabric (use PVC coated if located in corrosive environment or where Aesthetics are of prime importance), or aluminum coated steel fabric (use aluminum Coated if located in corrosive environment). See Corrosion Prevention Control for additional information regarding material selection. ASTM F626, ASTM F1043, and ASTM F1083. 4.3 Barbed wire must be in accordance to ASTM A121 and ASTM F1665. See Appendix C For barbed wire support configurations.

5.1.5. Grounding and bonding of the perimeter systems must be in accordance with the National Electric Safety Code (NESC) - IEEE C2. Fences that are required to be grounded by NESC must be designed to limit touch, step, and transferred voltages in Accordance with industry practices.

IEEE Std 80™-2000 - IEEE Guide.

6. APPLICABLE REFERENCE DOCUMENT

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

6.2. Closeout Submittals UFGS-01 78 00

6.3. American Society of Testing and Materials

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

6.5. 29 CFR 1910 (OSHA) “2015 General Industry Regulations

6.6. EPA=s SPCC regulations

6.7. FIR Barbed wire must be in accordance to ASTM A121 and ASTM F1665.

6.8. UFC 4-022-03 Security fences and gates.

7. PRE-AWARD SITE VISIT

7.1. 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 5 days of the scheduled site visit. Failure to comply may mean denial to attend the site visit scheduled.

8. CONTRACTOR PERSONNEL BASE ACCESS REQUIREMENTS

8.1. The base security access protocol implemented is the Defense Biometric Identification System (DBIDS). 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 are no costs for contractors to participate in the DBIDS program. Using DBIDS increases productivity of contractor 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 card Program.

9. PERFORMANCE PERIOD

9.1. 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.

9.2. Performance Period: Performance period shall be 180 days for CLIN 0001, 60 days for each

CLIN in CLIN’s 0002-0005, and 120 days for CLIN 0006. 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.

10. LIQUIDATED DAMAGES: FAR 52.211-12

10.1. (a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $190.46 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

11. PROJECT SCHEDULE

11.1. 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.

11.2. 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.

11.3. 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.

11.4. 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.

11.5. 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.

12. PRE-CONSTRUCTION MEETING FOR PROJECTS

12.1. 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.

13. PRE-CONSTRUCTION SUBMITTAL REQUIRMENTS

13.1. The Contractor shall have the following submitted within 14 calendar days of award and prior to the Pre-Construction Meeting:

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

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

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

13.1.4. Approved Project Schedule

13.1.5. Accident Prevention Plan (APP): (must be site specific) with Activity Hazard Analysis (AHA) for each Definable Feature of Work.

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

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

13.1.8. 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.

13.1.9. 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.

14. SUBMITTAL REGISTER:

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

14.2. 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.

14.3. Project Schedule

14.4. Accident Prevention Plan (must be site specific)

14.5. Activity Hazard Analysis

14.6. Emergency Action Plan

14.7. Quality Control Plan

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

14.9. Environmental Plan

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

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

14.12. Licenses and Permits

14.13. Digging Permit (14 days prior to excavation)

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

14.13.2. Closeout Submittals UFGS-01 78 00

14.13.2.1. Government Furnished Materials

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

14.13.2.3. Construction Contract Specifications

14.13.2.4. Real Property Equipment

14.13.2.5. Real Property Record

14.13.2.6. Spare Parts Data

14.13.2.7. Preventative Maintenance

14.13.2.8. Warranty Management

14.13.2.9. Warranty Management Plan

14.13.2.10. Warranty Tags

14.13.2.11. Building Commissioning

14.13.2.12. Heating Ventilation Air Conditioning (HVAC) Commissioning

14.13.2.13. Operation and Maintenance Manuals

14.13.2.13.1. 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.

14.13.2.14. Training and Instruction (signed), Videos

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

14.13.2.15. NAVFAC sustainable & energy data record card

14.13.2.16. Properly completed DD Form 1354 with associated costs

15. POST- CONSTRUCTION SUBMITTALS

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

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

15.2.1. 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).

16. SUBMITTALS AND PROCEDURES

16.1. 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.

16.2. 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.

16.3. 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.

16.4. eCMS (electronic Contract Management System) For projects totaling over $250,000 eCMS will be used for all submittals, RFIs, daily reports, etc. Software trainings can be found at

17. FIRE, SAFETY AND CONFINED SPACE REQUIREMENTS

17.1. 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.

18. SAFETY REQUIREMENTS

18.1. 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.

19. OCCUPATIONAL HEALTH REQUIREMENTS

19.1. 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.

20. EMERGENCY ACTION PLAN (OSHA 29 CFR 1910.38)

20.1. 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.

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

21.1. http://www.navfac.navy.mil/products_and_services/sf/products_and_services/construction/saf ety_shack/contr_safety_resources.html

22. CONTRACTOR WEIGHT HANDLING EQUIPMENT (WHE) REQUIRMENTS

22.1. 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 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 http://www.navfac.navy.mil/products_and_services/sf/products_and_services/construction/safety_shack/contr_safety_resources.html the Corps of Engineers Manual EM 385-1-1. Further requirements shall be, provided at the Pre-Con, if required.

23. WORK IN CONFINED SPACES

23.1. 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.

23.2. 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).

23.3. 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.

23.4. 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.

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

24. ENVIRONMENTAL PROTECTION REQUIREMENTS

24.1. 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.

25. CONTRACT ADMINISTRATIVE REQUIREMENTS

25.1. 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.

25.2. 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.

26. ACTIVITY REGULATIONS

26.1. 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.

27. PROPRIETARY RIGHTS

27.1. 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.

28. PROTECTION OF GOVERNMENT PROPERTY

28.1. 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:

28.2. 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.

28.3. 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.

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

29. ORAL MODIFICATION

29.1. 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.

30. NO WAIVER BY THE GOVERNMENT

30.1. 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.

31. CONTRACTOR INVOICES

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

31.2. 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:

31.2.1. Defects in material or workmanship.

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

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

31.2.4. Payroll violations.

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

31.2.6. 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:

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

31.2.8. 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.

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

32. . PROJECT EXECUTION REQUIREMENTS

32.1. Quality Control (QC) Plan: The Contractor shall provide and maintain an effective quality control program that complies with the Contract Clause entitled "Inspection of Construction."

The Contractor’s Quality Control Program through inspection and reporting shall document compliance of all work with the standards established by the contract document. The Contractor's Quality Control (CQC) program shall include daily inspections and provide for a daily report of CQC activity. Submit a QC Plan for Government review and acceptance. The QC plan shall include the following:

32.2. NAMES, QUALIFICATIONS and RESPONSIBILITIES: Name of individual who will be responsible for QC on site.

32.3. Outside Organizations (as applicable): Outside organizations, including architectural and consulting engineering firms and a description of the services these firms will provide.

32.4. Initial Submittal Register (Design and Construction): Include submittal reviewer, estimated date of delivery, and identify which design submittals require Government approval prior to construction, and which construction submittals require DOR or Government approval prior to construction.

32.5. Testing Laboratories: Accredited laboratories as applicable.

32.6. Testing Plan and Log: Tests required, referenced by specification paragraph number requiring the test, frequency, and person responsible for each test as applicable.

32.7. List of Definable Features: A Definable Feature of Work (DFOW) is a task, which is separate and distinct from other tasks, and has the same control requirements and work crews.

33. COMMUNICATION PLAN

33.1. 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.

34. QUALITY CONTROL PHASES.

34.1. 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.

34.1.1. 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.

34.1.2. 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.

34.1.3. 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.

34.1.4. 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.

35. SCHEDULING WORK PROCEDURES AND OUTAGES

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

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

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

35.4. 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.

36. UTILITY LOCATIONS AND VERIFICATION PRIOR TO EXCAVATION

36.1. 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.”

36.2. 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.

36.3. 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.

37. CONDUCT OF ELECTRICAL WORK

37.1. 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.

37.1.1. Energized Work: energized work requires a permit and shall be, obtained from the Commanding Officer.

38. CONTRACTOR WORK SITE

38.1. 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.

38.2. 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.

38.3. 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

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

39. CONTRACTOR’S PRODUCTION REPORT

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

39.2. 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.

39.3. Safety meetings checks and inspections.

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

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

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

39.5.2. 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.

40. CLEANING / REMOVAL/ SALVAGE AND DISPOSAL OF WASTE

40.1. Cleaning project area of materials and rubbish, resulting from the contractor’s 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.

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

40.3. 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.

40.4. 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.

40.5. 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.

41. INSPECTION AND ACCEPTANCE REQUIREMENTS

41.1. 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.

42. WARRANTY

42.1. 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.

42.2. 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.

43. TRANSMITTER REQUIREMENTS

43.1. 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.

44. HAZARDOUS MATERIAL EXCLUSIONS

44.1. N/A

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

GATE (1) 20’ MANUAL

SLIDING VEHICLE GATE

GATE (3) MANUAL 8’

DOUBLE GATE.

ENCLOSURE 1- New Fence Layout B4792 GATE (1) (2) AND (3)

GATE (2) 4’ W SINGLE

SWING GATE.

ENCLOSURE 2- GATE (1) SINGLE WHEEL-SUPPORTED (V-groove) SLIDING

ENCLOSURE 3- GATE (2) SINGLE SWING

Movement of travel can be set for clockwise, counterclockwise, or bidirectional. Arms and barrier tubing are 1-3/4 in (44.5) diameter, 14 gage.

Overall exterior height is 91 in (2.31 m) with a pedestrian walk through height of 84 in (2.13 m). Provide canopy or barbed wire/barbed tape over top channel between adjacent fence posts. Provide Barbed wire/tape in accordance with Chapter 2. See Figure 3-2 for a turnstile gate example. See Appendix C for design details of turnstile (rotational) gates.

UFC 4-022-033

ENCLOSURE 4- Gate (3) DOUBLE SWING VETICAL PIVOT GATE 12’W

ENCLOSURE 5- PVC SCHD 80 ELECTRICAL

UTILITY ROOM

LOCATION FOR 4’W

SINGLE SWING GATE

(FUTURE TURNSTILE)

APPROXIMATELY 115 LF

SCHD 80 PVC

ELECTRICAL CONDUIT

ENCLOSURE 6- BLDG704 NEW FENCE AND GATE

ENCLOSURE 7- DOUBLE SWING VETICAL PIVOT GATE 12’W

Enclosure 1

Approx. 40’ L

8’ High

35’ Long

15’ Long

Enclosure 8- Option 3 B758 Existing and Proposed Fence

8’ High

Enclosure 2 8

Replace with 8’ W x 12’ H sliding gate Replace with 8’ W x 12’ H sliding gate

Enclosure 8 Cont.

Enclosure 2 cont.

SLIDING GATE 8’W X 12’H

1- WIDTH FEET 8

2- HEIGHT FEET 12’

3- COLOR FINISH GRAY

4- CONSTRUCTION - STEEL WIRE

5- DESCRIPTION - SLIDING GATE

Enclosure 8 Cont.

Remove and replace barbed wire and outriggers on existing fencing Approx. 2350LFT triple strand barbed wire and 75 outriggers

Install tension wire on existing fencing.

Approx. 2800LFT

Option 4 - Main Gate Fence Repair

Enclosure 10 – Approximate location

Enclosure 10. cont.

Enclosure 11- New fencing

Replace 80LF of fence fabric and 6 posts

Move fence line in 6’

6’

Enclosure 12 – MWD B4743 Fence and

Remove existing outriggers and barbed wire. Install new vertical arms 3 strand 9 gauge barbed wire.

190’

75’

20’ double swing gate (Enclosure 2) to be tied in to existing fencing. MWD Signs

(Enclosure 3)

New Fence Fence fabric shall be 7 feet high with no ground clearance, topped with a three strand 9 gauge barbed wire on outward facing outriggers, Fence to be level.

Enclosure 13 – MWD B4743

Enclosure 14 – MWD

Sign shall be 30”x40” solid Aluminum, 63 mil thick, have rounded corners and include four 3/16-inch holes for easy mounting, one per corner.

Enclosure 15 – Restricted Area

Sign shall be 12”x18” solid Aluminum, 63 mil thick, have rounded corners and include four 3/16-inch holes for easy mounting, one per corner.