SOW Kenova Fence AFRC.pdf

DEPARTMENT OF THE ARMY

HEADQUARTERS 2/19TH SPECIAL FORCES GROUP (AIRBORNE)

2194 BOOTH ROAD

KENOVA, WEST VIRGINIA 25530

NGWV-SFB-CDR October 21, 2019

SCOPE OF WORK

Kenova AFRC, FMS-7 Fence Installation

SCOPE OF WORK: Work shall consist of furnishing all labor, equipment, materials and warranties and site survey to accomplish installation of new chain link fencing, one pedestrian gate, one access gate, one 15’ access gates and two 15’ motorized – remotely controlled rolling gate around the compound at 2194 Booth Road Kenova WV 25530.

All work shall comply with trade standards, all applicable codes and UFCs to include but not be limited to UFC 4-022-03 dated 1 Oct 2013, UFC 4-022-02 with change 1 dated 9 Aug 2010, UFC 700, UFC 703, and UFC 705

1. BACKGROUND: The Kenova Armed Forces Reserve Center is an operating Military facility that meets Department of Defense standards to provide Support and training facilities for military units and other National, State and Local Organizations, to include Emergency Operations. The Contracting Officer’s representative (COR) will be LTC Melvin Hodges or designated appointee. The COR can be reached at 304.561.6349. Bidding of this scope shall include prevailing wages, performance and payment bond for (100% of contract). All bids must be submitted as line item labeled as JOB and include all costs including bonds.

2. LOCATION: The work site is 2194 Booth Road Kenova WV 25530 and as identified on the drawings provided.

3. PRINCIPLE FEATURES: The work to be performed will include the following items:

3.1 Preparation

3.1.1 Contractor is responsible for locating and shall protect all existing utilities and improvements not designated for repair and shall restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than they were prior to such damage or temporary relocation.

3.1.2 Contractor shall exercise all necessary precautions so as not to damage or destroy any trees or shrubs not identified for removal, to include trimming, pruning or otherwise unless prior authorization by WVNG personnel has been granted.

3.1.3 Contractor shall minimize dust debris from construction by watering the site continuously during all phases of construction.

3.1.4 Prior to beginning soil disturbance, silt fencing, wattles straw bales, berms and/or other appropriate measures will be installed in erosion prone areas of the project site, (including staging, storage and vehicle parking areas). Integrity of all erosion prevention measures will be maintained throughout construction and new devices added when/where necessary during project construction.

3.1.5 Contractor shall perform site survey utilizing drawings provided by the WVNG and ensure fence placement is according to specific locations as identified in this scope and the drawings provided.

SPECIFIC REQUIREMENTS

3.2 DEMO:

3.2.1 Clear all trees, brush, overgrown vegetation and materials that have grown into the existing fence line and dispose of off station to provide for unobstructed installation of new materials. A clear zone of 10 linear feet shall be created on both sides of the fence to be installed.

3.2.2. All disturbed/damaged existing fence line will be repaired or replaced to a condition equal to or better than they were prior to construction.

INSTALLATION:

3.3 CHAIN LINK

3.3.1 Provide and install approximately 2,200 LF of new, hot dipped galvanized chain link fencing as directed below and as indicated in image below. BASE BID

Drawing one (1)

Additive Bid, Add approximately 1,100 LF of fence

3.3.2 All materials are to be hot dipped galvanized.

3.3.3 Posts: Place, set and plumb all posts at a distance not to exceed 10’. Post setting shall be in 2,500-psi strength at 28 days, 3 inch slump, ¾ nominal size course aggregate.

Maximum Variation from plumb shall not exceed ¼”. All posts shall be set at 3” from bottom of footing.

3.3.4 Line posts shall be 2-3/8” O.D. and set in 10” footings not less than 33” below finish grade.

3.3.5 Corner, terminal and pedestrian gate posts shall be 2-7/8” O.D. and set in set in 12” footings not less than 36” below finish grade.

3.3.6 Drive Gate posts shall be 4” O.D. and set in set in 12” footings not less than 36” below finish grade.

3.3.7 Brace Rail 1-5/8 inch O.D. diameter, weight 1.85 Lbs/Ft, plain end, and sleeve coupled. Brace each terminal and corner post to adjacent line post with horizontal center brace rail and diagonal truss rods. Install brace rail, one bay from end and at gate posts.

Angle between ground and brace rail shall not exceed 50 degrees. Horizontal brace shall be at 4'-0" above grade.

3.3.8 Fabric: Install seven (7) foot tall 2” diamond mesh interwoven wire, 9 Ga., top selvage twisted tight and barbed, bottom selvage knuckle end closed. Fabric shall be fastened to line posts with 12 Ga. tie wires at 15” maximum separation. The fence height shall be 8’ tall and shall be installed no more than 2” from hard packed surface.

3.3.9 Tension Wire: Install 7 Ga. coiled spring tension wire stretched taut between terminal posts. Position bottom tension wire 2-1/2” above finished grade. Tie with 9 Ga. hog rings at 18” o.c. maximum

3.3.10 Extension Arms: Install 200-pound carrying capacity, 14 Ga. minimum, extension arms sloping to outside fence line.

3.3.11 Top Rail: install1-5/8” o.d., schedule 40, plain end, sleeve coupled top rail, tie fabric with 12 Ga. wire ties at 15” o.c. maximum.

3.3.12 Barbed Wire: Install 12-1/2 Ga. barbed wire with 4-point barbs at 5” on center. Attach barbed wire to extension arms with 12 Ga. tie wire.

3.3.13 Construct per plans and install IAW drawing three (3), four (4) and five (5) “New” 15 foot (15’) double drive sliding gate at Main entrance of work site. Entry and exit gates will have independent controls and meet UL 325 Class IV standards. Contractors are responsible for all required conduit, electrical wiring and data cables necessary to connect main entry gate to the AFRC building and connection / integration with the existing access control system.

3.3.14 Construct per plans and install IAW drawing one (1) “New” 15-foot (15’) swing style gates per drawing one on this document.

3.3.15 Construct per plans and install IAW drawing one (1) and drawing one (1) “New” 6’ pedestrian gate and one six foot (6’) access gate as indicated in the image and drawings provided. Front pedestrian gate will have auto-closing device to prevent lock damage, commercial crash bar exit device and push button cipher style locking device installed, such as Simplex 5000 series or equivalent. Solid metal crash bar install kit shall be installed to prevent unauthorized entry.

3.3.16 An additional six foot (6’) access gate in the additive bid.

Drawing two (2)

3.3.15 Drainage: Contractor shall construct drainage structures where storm water flows under the fence. The 15' clearance and hard packed surface requirements apply. Any culverts or swales must include measures to restrict access by people and animals in accordance with UFC 4-022- 03 sections 2-12.5 through 2-12.8.

Drawing three (3), four (4)

Drawing five (5):

3.4 FINISHES

3.4.1 All Posts: Galvanized to ANSI/ASTM A90; 1.0 oz/sq ft coating. A subsequent 30 micrograms/sq ft chromate conversion coating shall be applied. A top 0.0005-inch thick electrostatic clear polyurethane finish coating shall complete finishing process.

3.4.2 Fabric: Galvanized to ANSI/ASTM A392; 1.2 oz/sq ft coating

3.4.3 Components, Accessories and Hardware: Galvanized to ANSI/ASTM A153; 2.0 oz/sq ft coating.

Close out and Warranty

Close out packet must be provided to COR upon completion and must include contractor’s warranty of construction for a period of not less than 2 years.

4. GENERAL NOTES:

4.1 Per "The Federal Facilities Act 1992" the contracted work shall conform to the applicable local building codes, and ordinances, and regulations listed in the contract specifications, or on the construction documents (plans), and required by the local building authorities.

4.1.1 The governing codes, rules, and regulations are collectively referred to as "The Codes".

The contractor shall report any inconsistencies, conflicts, or omissions that may be discovered, to the Contracting Officers Representative for interpretation prior to performing the work.

4.2 Prior to bidding, contractor may access the job-site by contacting the Contracting Officers Representative (COR).

4.3 Contractor shall be responsible for making him/herself familiar with all utilities, pipes and structures, within the Limits of Construction. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said utilities.

4.4 The contractor shall field verify all conditions and dimensions of the job site and report any and all discrepancies and/or unusual conditions to the Contracting Officers Representative prior to finalized bids or commencement of any construction.

4.5 The general contractor must obtain all required permits, bonds, special inspections and tests as required prior to the start of construction, unless noted otherwise. This shall include all fees, and comply with governing authorities requirements for construction and inspections. This project will be performed on government property and prevailing wages apply.

4.6 The general contractor shall provide a named Field Superintendent and a list of all subcontractors to be used and submit the list to the Contracting Officers Representative within 10 working days upon award of the contract.

4.6.1 The assigned Field Superintendent shall be present whenever scheduled work is to occur.

4.6.2 Neither the named Field Superintendent nor subcontractors may be changed without justification and written approval by the Contracting Officers Representative.

4.6.3 Normal working hours will be Monday – Friday 0730 – 1600 and all federal holidays will be observed unless coordinated with WVNG personnel.

4.7 The contractor shall notify the Contracting Officers Representative in writing of anticipated mobilization with prospective construction schedule notating keystone events and critical path, 10 working days in advance.

4.8 In the event of conflict, specifications shall take precedence.

4.9 The General Contractor shall provide temporary services including barricade construction, power lighting, and toilet facilities and shall notify COR not less than 10 days prior to their installation. The contractor shall remove temporary services upon project completion and clean space as specified in the project.

4.10 Contractor shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences exist that may not have been known during design.

4.10.1 Such conditions shall be immediately brought to the attention of the Contract Officers Representative.

4.10.2 The contractor shall assume full responsibility for all revisions due to a failure to give notification.

4.12 The contractor shall maintain required documents and up-to-date Construction Documents at job site.

4.13 The contractor shall assume sole and complete responsibility for job site condition during the course of this project including the safety of all personnel and properties.

4.13.1 This requirement shall apply continuously and not to be limited to normal work hours.

4.13.2 The contractor shall provide public protection as necessary and required by governing agencies. (ADA, ICBO, UBC, UFC, UMC, UPC, NEC & NFPA)

4.15 The tenant, Contracting Officer Representative, and inspectors from pertinent agencies shall be permitted access to the job site at all times during normal working hours.

4.16 Details are intended to show the intent of the design. Minor modification may be required to suit the field dimensions or conditions and such modifications shall be included as part of the work of the contract. Notification of all parties is required.

4.17 Contractor will notify the Contractor Officers Representative of anticipated final inspection date 5 working days in advance in writing.

5. QUALIFICATIONS:

5.1 Contractor/Applicator: Company specializing in performing the work, will have minimum five years documented experience.

5.2 Certification shall be presented with the contractor’s bid package.

5.3 Failure to provide this certification at the time of the bid opening may be grounds for bid rejection.

5.4 Provide a work-in-progress inspection at beginning of work, 50%, and at completion of the work.

5.5 Promptly conduct a final inspection, to certify that materials installed comply in all respects with the requirements of this specification; and were installed in strict accordance with manufacturer’s current requirements for the specified system.

6. SUBMITTALS: As required

7. MATERIALS/EQUIPMENT:

7.1 Unless otherwise specified all materials and equipment used will be as specified in this scope of work and on the approved drawing (plans).

7.2 All materials shall be new and equipment in use for this contract shall be in good & safe working order.

7.3 Unless noted otherwise on the construction documents (plans) or in the contract specifications as being N.I.C. or existing; all items, materials, etc., and the installation of same are part of the contract defined by the construction documents (plans) and contract specifications.

8. PRE-CONSTRUCTION CONFERENCE:

8.1 Convene a minimum of five (5) working days prior to commencement of work.

8.2 Review requirements for preparation and installation procedures, coordinating and scheduling required with related work and conditions, which could possibly interfere with successful performance of the work.

9. HOURS OF OPERATION:

9.1 All work to be provided under this contract shall be normally accomplished between 7:30 AM and 4:00 PM, Monday through Friday, except on holidays, unless otherwise approved by WVNG tenants.

9.2 Physical work of contract shall commence within 10 days of receipt of Notice to Proceed and be complete no more than 60 days after work starts.

9.2.1 In addition, all work shall be performed in such a manner that there will be minimum interruption in or interference with, the proper execution of government business.

10. EXECUTION:

10.1 Verify that surfaces and site conditions are ready to receive work.

10.2 Verify that the system has been inspected in accordance within intent of contract.

10.3 All work shall be accomplished with a supervisor and laborers who are thoroughly skilled in the application of specified materials; with all workmanship done in such a manner as to fulfill the requirements of the drawings and specifications.

10.4 The contractor shall maintain a competent supervisor, English speaking, to continuously supervise the work, with authority to discard unsuitable materials and remove unsatisfactory workers from the project.

11. DELIVERY, STORAGE, and HANDLING:

11.1 Material shall be delivered to job site in new, dry, manufacturers’ original unopened containers with seals and labels intact, clearly showing catalog number, product description approved inspection agency label, where and by whom manufactured and in quantities sufficient to assure continuous work.

11.2 Assure that materials are kept clean, and away from excessive heat, cold and moisture;

do not remove labels or tear off protective covering until ready for application and inspected by the Officers Representative; store in an enclosed area where temperature is above 50 degrees and below 90 degrees Fahrenheit, securely tied with rope.

11.3 Material shall not be stored directly on the ground or any improved surface.

12. ENVIRONMENTAL REQUIREMENTS:

12.1 Do not apply material during unsuitable weather conditions against manufacturer recommendations.

12.3 Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed the same day.

13. COORDINATION

13.1 None required

14. QUALITY ASSURANCE:

14.1 Regulatory Requirements:

14.1.1 Where the cited references contain more than one detail for a specific purpose, the most stringent condition shall govern.

14.2 Field inspection will be performed, with emphasis on the manufacturer’s requirements.

14.3 Deficiencies identified during final inspection shall be corrected within two (2) working days, and will be re inspected at Final Inspection.

14.4 Notification to all concerned parties must be received not less than one (1) business day prior to required attendance.

15. CLEAN UP:

15.1 The contractor shall clean up all debris and discarded materials resulting from the operations of the day, prior to the completion of each workday as to not impede vehicle or foot traffic.

15.2 Broom clean exterior surface adjacent to premises (paths and walks used during construction).

16. DISPOSITION OF MATERIALS:

16.1 All materials shall be handled, transported, disposed of in accordance with applicable Federal, State, and Local regulations in proper containers, and trucked off –site to an approved landfill. No open burning will be allowed.

16.1.1 Contractor shall make his own arrangements for disposal of debris or other waste material away from job site at his expense, and assume total responsibility for proper disposal of all materials in accordance with local, State and Federal regulations.

16.1.2 All materials for building, demolished and/or removed materials are the owner’s property and shall not be removed from the job site, until the Contracting Officers Representative gives approval.

16.1.3 Debris from project will be removed daily, and at no time allowed to block any thoroughfare. Premises shall be cleaned to satisfaction of the Contracting Officers Representative.

17. WARRANTIES:

17.1 Provide two-year applicators performance warranty, which shall cover workmanship and repair or replacement of it at no cost to the Government.

18. SAFETY REQUIREMENTS:

18.1 Accident Prevention:

18.1.1 In order to provide safety controls for protection to the life and health of employees and other people, for prevention of damage to property, materials, supplies and equipment and for avoidance of work interruption of this contract, the contractor shall comply with all applicable OSHA laws, etc.

18.1.2 The contractor will maintain and provide an accurate record of: exposure data, all accidents resulting in death, traumatic injury, occupational disease and damage to property, materials, supplies, and equipment incident to work performed under this contract.

18.1.3 The contractor shall provide an exact copy of the record within 24 hours, upon request of the Contracting Officers Representative for the length of the contract and its warranty period.

18.2 Occupational Safety and Health Administration:

18.2.1 Safety standards set forth by OSHA shall be maintained and followed by the contractor, sub-contractor(s) and work crews at all times.

18.4 Rules of Safety:

18.4.1 All rules of safety, which are or may be imposed upon the contractor by Federal, State or Municipal Code, EM 385-1-1 US Army Corps of Engineers Safety and Health Requirements and the applicable Army regulations shall be effectively carried out in the performance of the contract.

18.4.2 The general contractor shall be responsible for safety precautions during construction.

18.4.3 Contractor shall comply with all building and safety codes and shall report any non-compliance of these specifications or manufactured installation procedures to roof Contracting Officers Representative prior to beginning work.

18.4.4 The contractor shall complete Form 3394 and submit to the Contracting Officers Representative within 3 calendar days of an accident involving personal injury or property damage.

19. POLLUTION ABATEMENT:

19.1 The contractor shall comply with all Federal, State and Local environmental laws and regulations.

19.2 The contractor shall avoid any disposal practices that will place the Government a controversial position with Local and Federal environmental agencies.

20 Close Out Invoices

20.1 All invoices must be submitted to the Project Manager or the Contracting Officer’s Representative for verification before they can be processed by the Military Department.

END OF SCOPE