SOW_Fence_Req_Final.docx

SUMMARY OF WORK

JOB NO: LEO1DPW017985J BLDG. FENCE

BRIEF TITLE: Fence Req Contract

CUSTOMER: DPW

1. DESCRIPTION OF WORK: Work hours shall be from 7:30 a.m. to 4:00 p.m., unless approval for different hours is given by the Contracting Officer.

1.1. LOCATION: The site of the proposed work is on Fort Leonard Wood Military Reservation, Fort Leonard Wood and Lake of the Ozarks Recreational Area (LORA), Missouri.

1.2. WORK HOURS: Work hours shall be from 7:30 a.m. to 4:00 p.m., unless approval for different hours is given by the Contractor Officer.

1.3. HOUSEKEEPING: The Contractor shall remove all trash and disposal material from the work site and sweep the work area clean at the end of each day. The Contractor shall take all possible precautions to maintain the work site, at all times, in a condition that will prevent damage or injury to person or property, Government or otherwise. The above precautions shall include protection from weather conditions.

2. PRINCIPAL FEATURES: The work to be performed shall include, but is not limited to the following principle features for the Base Year, Option Year 1 & Option Year 2:

Note: Reference attached STANDARDS.

2.1. Fence:

2.1.1. The contractor shall install 7’- 8’ chain link fence, 9 gage 2” mesh fabric including line post every ten foot secured by wire ties both at the post, top rail, bottom rail dome cap, twist top and tension wire. Fence requirements as requested will include top arms with a 45 degree/three strand barb wire configuration and/or a “Y”/six strand barb wire configuration. Pull posts with bracing shall be installed at 660 foot (200m) intervals, at bends of 30 degrees or more and at sharp breaks in vertical grade.

Fence requirements referenced Task List and each successive Option Year:

· 7’ -8’ Fence with Posts, as reference Task List Line Items 1 and 4.

· 7’ -8’ Fence with Posts with top arms with a 45 degree arm Task Line Items 2 and 5.

· 7’ -8’ Fence with Posts with “Y” as referenced on Task Line Items 3 and 6.

2.1.2. The post shall be galvanized schedule 40 pipe with the line post a minimum of 2-1/2” diameter and corner post w/bracing and pull posts w/bracing a minimum of 4” diameter.

2.1.3. The Contractor shall set all posts in holes 39” deep, 10” minimum diameter for line post and 18” minimum for pull post, corner post and gatepost. All post shall be 3” above the bottom of the hole or 36” deep, and filled around with 3000 P.S.I. concrete. Concrete shall base shall have a 2” crown.

2.1.4. The Contractor shall install top and bottom tension wires in the fence. The wire shall be 7 gauge-galvanized steel.

2.1.5. The Contractor shall use 1-5/8” O D schedule 40 galvanized brace rails and 3/8” diameter galvanized truss rods at fence corners & pull post for stability.

2.1.6. The Contractor shall mount fence to concrete as needed for cages with a 6” x 6”, ½ “ plate per cut sheet SPS-CL-21R2.

2.1.7. The Contractor will ground the fence & gates upon request from DPW, based on Physical Security requirements. Note: STD 664001-01

Note: STD 87-90-02, STD 87-90-03, STD 87-90-04 & STD 664001-01

3.1. Fence Removal

3.1.1. The Contractor shall remove/demo fence, gates and poles including concrete. Referenced Task List Line Item and each successive Option Year:

· 7’ -8’ Fence Removal Task List Line Item 9.

3.1.2. All demo fence, gates and poles shall become the property of the contractor.

3.1.3. Contractor shall backfill all unused holes.

4.1. Barbed Wire Fence

4.1.1 The Contractor shall install barbed wire fence. Referenced Task List Line Item and each successive Option Year:

· Furnish & Install 4 strand barbed wire fence Task List Line Item 8.

4.1.2. Fence shall be 4 strands of 12-1/2 gauge, four barbed wire, with 7’, (1.25), “T” line post driven 2’ in the ground, 5’ out of the ground positioned every ten foot along fence line. Pull posts with bracing shall be installed at 500' intervals, at bends of 30 degrees or more and at sharp breaks in vertical grade. NO FENCE SHALL BE ATTACHED TO ANY TREES

Note: STD 872-90-10, Spec Sheet #A & Barbed Wire Fence Crossings

5.1. Barb Wire Remove/Replace

5.1.1. The Contractor shall remove/demo barb wire from top single three strand arms and double six strand arms and replace new with 3 or 6 strands of 12-1/2 gauge, four barbed wire with clips or wire on each arm to match existing or demo wire. Referenced Task List Line Item and each successive Option Year:

· Remove and Replace Barbed Wire Task List Line Item 7.

5.1.2. All demo barb wire shall become the property of the contractor.

5.1.3. Contractor shall insure barb wire is secured by wire or clips.

6.1. Swing Gates

6.1.1. The Contractor shall install 20’-30’ chain link swing gates 7’-8’in height (10’-15’ sections).

Referenced Task List Line Items and each successive Option Year:

· Furnish & Install 20’ Swing Gate (7’ High) Task List Line Item 10.

· Furnish & Install 20’ Swing Gate (8’ High) Task List Line Item 11.

· 30’ Furnish & Install Swing Gate (7’ High) Task List Line Item 18.

· 30’ Furnish & Install Swing Gate (8’ High) Task List Line Item 19.

Note: 15’ sections will require caster wheel support.

Note: All gates will be grounded according to drawings.

6.1.3. The Contractor shall set all posts in holes 39” deep, 14” minimum diameter for gate post. All post shall be 3” above the bottom of the hole or 39” deep, and filled around with 3000 P.S.I. concrete. Note: Mounting may include to concrete floors and pads shown on cut sheet SPS-CL-21R2.

6.1.2. Swing Gates shall include gate poles 4” diameter, locking hardware, hinges, and top support arms for three strands of 12-1/2 gauge, four barbed wire on each section as to match fence, hold backs and a center rod for locking.

Note: Fence Height & Gate Details, STD 664001-01, STD 872-90-07, STD 872-90-08 & STD 872-90-09

7.1. Personnel Gates

7.1.1. The Contractor shall install chain link personnel gate 7’-8’in height standard 4’ width.

Referenced Task List Line Items and each successive Option Year:

· 7’ Furnish & Install Personal Gate Task List Line Item 14.

· 8’ Furnish & Install Personal Gate Task List Line Item 15

7.1.2. The Contractor shall set all gate posts in holes 39” deep, 18” minimum. All post shall be 3” above the bottom of the hole or 39” deep, and filled around with 3000 P.S.I. concrete. Note: Mounting may include to concrete floors and pads shown on cut sheet SPS-CL-21R2.

7.1.3. Personnel Gates shall include gate poles 4” diameter, locking hardware, hinges, and top support arms for three strands of 12-1/2 gauge, four barbed wire on each section as to match fence and a hold back.

Note: STD 872-90-07, STD 872-90-08 & STD 872-90-09

8.1. Barrier Gates

8.1.1. The Contractor shall install barrier gates. Referenced Task List Line Item and each successive Option Year:

· Furnish & Install Barrier Gate Task List Line Item 16.

8.1.2. Gates should be manufactured as to slide over a support pole that is 6” OD. Hinging section of gate structure will be rolled steel to form pipe per drawing C7035.3. Horizontal section will be 4”, with a 5/8” steel plate w/hole match location of hole with 5/8” eye hook on pipe gate on other side of road on double gate and on post on other side of road on single gate w/chain to use as a locking device. Locking sleeve should have a 5/16 chain for locking purposes.

8.1.3. The Contractor shall set all posts in holes 4’ deep. All post shall be 3” above the bottom of the hole and filled around with 3000 P.S.I. concrete.

8.1.4. Gates shall be cleaned, primed and painted to match the installation design guide brown.

Note: C7035.3

9.1. Panel Gates

9.1.1. The Contractor shall install panel gates (Cattle Panel). Referenced Task List Line Item and each successive Option Year:

· Furnish & Install Panel Gate Task List Line Item 17

9.1.2. Gates should be a standard ten foot panel or section, including all hardware, locking mechanism and hold back.

Note: STD 872-90-10

10.1. Grubbing

10.1.1. The Contractor shall grub an area 10’ wide for fence installation.

Referenced Task List Line Item and each successive Option Year:

· Grubbing Task List Line Item 22.

10.1.2 The Contractor shall not grub vegetation larger than three inches.

11.1. Cantilever Slide Gate

11.1.1 The Contractor shall install 7’-8’ cantilever slide gate 20’-30’ standard length.

Referenced Task List Line Items and each successive Option Year:

· 20’ Furnish & Install Cantilever Slide Gate (7’ High) Task List Line Item 12.

· 20’ Furnish & Install Cantilever Slide Gate (8’ High) Task List Line Item 13.

· 30’ Furnish & Install Cantilver gate (7’ high) Task List Line Item 20

· 30’ Furnish & Install Cantilver gate (8’ high) Task List Line Item 21

11.1.2. Gates shall include gate poles, 4” OD v-groove wheel rollers, guides, and locking hardware.

11.1.3. The Contractor shall set gate posts in holes 39” deep 18” minimum. All post shall be 3” above the bottom of the hole or 39” deep, and filled around with 3000 P.S.I. concrete. Note: Mounting may include to concrete floors and pads shown on cut sheet SPS-CL-21R2.

Note: Diagram Sliding Gate & DWG 4-1120R

12. SEQUENCE OF WORK: The Contractor shall be responsible for coordination of the work with the occupant of the building or area receiving the work. All scheduling, inspection and acceptance shall be done by the DPW, Inspection Branch, Bldg 2202.

13. SCHEDULING: The Contractor shall schedule all activity at the job site through the DPW Contract Inspection Branch a minimum of 24 hours in advance of work.

13.1. The Contractor shall schedule the work so that all work is accomplished during normal duty hours. To work at times other than normal duty hours, Contractor must make prior arrangements with the Contracting Officer.

14. FIELD MEASUREMENTS: The Contractor shall verify all measurements at the project site and shall be responsible for all dimensions, fittings, and the proper installation of all materials and equipment specified.

15. PERMITS: The Contractor shall be responsible for obtaining permits for each worksite.

15.1 Digging: A digging permit is required prior to ANY earthwork operations. The DPW Contract Inspection Branch will assist the Contractor in obtaining this free permit.

15.2 Torch: A “hot” permit is required prior to using a torch or any welding or cutting device that produces sparks. The DPW Contract Inspection Branch will assist the Contractor in obtaining this free permit.

16. SAFETY REQUIREMENTS:

16.1. Protection From Hazards: During the progress of work, the Contractor shall protect all personnel, whether Government or civilian, from any and all safety hazards caused by the construction operations.

16.2. Confined Space Entry:

16.2.1. Title 29 CFR 1910.146 OSHA (Confined Space Entry), and FLW Regulation 385-7 sets forth the definitions of confined spaces and establishes responsibilities and procedures for protecting personnel that shall be entering, working in, and existing confined spaces.

16.2.2. Confined Space Entry Plan: The Contractor shall submit for approval Confined Space Entry that is specified for this project and meets the requirements of the regulator requirements listed above. Work on the Contract shall not commence until the Confined Space Entry Plan has been approved by the Government.

17. SECURITY REQUIREMENTS:

17.1 Contractor personnel shall have valid civilian ID’s.

17.2 The Contractor shall not be on site without prior notification to the DPW Inspection Branch.

17.3 All Contractor and sub-contractor personnel performing tasks on this SOW shall comply with all applicable installation, facility and area commander installation/facility access and local security policies and procedures which will be provided to the Contractor by a Government representative upon written request to the Contracting Officer. Contractor shall provide all information required for ackground checks to meet installation access requirements as performed by the installation Provost Marshal Office, Director of Emergency Services or Security Office. Requesting Contractor shall submit request for installation pass to the KO at https://vcc1.icmvcc.com/im3500/. There is no charge to the Contractor for this pass. Contractor personnel shall comply with all personal identity verification requirements as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of the base contract to this task order, should the Force Protection Condition (FPCON) at any facility or installation change, the Government may require changes in Contractor security matters or processes.

18. RESPONSIBILITY FOR DAMAGE:

18.1 Damage of Personal Property: The Contractor shall be soley responsible for all damage to Government and occupant personal property caused by the Contractors’ personnel, subcontractors, his agents, or by the performance of his work.

18.2 Damage by Negligence: Damage resulting in gas leaks, electrical outages, loss of heat during cold weather, water leaks, unsecured facilities, weather damage, or oil/hazardous waste spills shall be responded to by the Contractor within 2 hours and repaired within on workday. If the Contractor fails to comply with these requirements, the Government reserves the right to repair the damage and charge the cost to the Contractor. Contractor shall protect all areas through which he will be transporting debris or construction materials, any damaged turf, sidewalks, roads, vegetation, site amenities, etc, shall be replaced by the Contractor prior to final Contract closeout.

19. DISPOSAL OF WASTE: Wastes classified as hazardous wastes under the Resource Conservation and Recovery Act shall be disposed of off the installation, unless otherwise specified in this contract. No hazardous waste shall be disposed of without prior review of the disposal documents, and the approval of the Contracting Officer and the Directorate of Public Works Environmental Coordinator, or his designated representative. The Contractor shall provide an original copy of the disposal document from the approved EPA or State permitted disposal facility for each shipment of hazardous waste generated in this project to the Contracting Officers Representative.

19.1. Recyclable Materials: The Contractor shall deliver all uncontaminated recyclable materials to the Fort Leonard Wood Recycling Center, Building #2553. NOTE: Recyclable materials in this project do not exist. Materials not currently recyclable by the Fort Leonard Wood Recycling Center shall be disposed of as provided below.

19.2. Disposal of Waste Natural Materials

19.2.1. The Contractor shall dispose of wood chips, sawdust, leaves, and grass clippings generated by this project at the Fort Leonard Wood Compost Area or at an off-post facility approved by the Contracting Officer to accept such waste.

19.2.2. Materials to be used within 1 week of delivery and scrap material to be used as work progresses shall not be required to be in screened area. However, all such items shall be placed in an orderly manner (i.e. dirt, rock, etc., in piles and stackable items such as pipe, brick, lumber, etc., stacked off the ground on pallets in an orderly manner).

19.2.3. Grass and weeds at work/storage site shall be kept at a height of 4” or less. Work site/storage shall be policed for trash and disposal material a minimum of once per day.

19.2.4. All trailer and material storage sites shall have an identification board/sign, with company and job name on it, i.e. ABC Construction – ABC building complex. Signs shall meet the following criteria: min 3’X 3’ max of 4’ X 8’ in size, 3” high legible print, and be approved by DPW Inspection Branch.

19.2.5. The Contractor shall dispose of logs less than four inches (4") in diameter, and all limbs, twigs, and other brush, at a site which will be provided on Fort Leonard Wood (to be designated by the Contracting Officer or his/her representative), or at an off post facility approved by the Contracting Officer to accept such waste. Prior to disposal of any such materials on Fort Leonard Wood, such materials shall be chipped.

19.2.6. The Contractor shall dispose of logs greater than four inches (4") in diameter, and twelve feet (12’) or less in length, either by disposal at the Fort Leonard Wood Log Disposal Site, by sale or retention for sale, or by disposal at an off-post facility approved by the Contracting Officer to accept such waste.

19.2.7. The Contractor shall dispose of tree stumps and all other natural waste materials at an off-post facility approved by the Contracting Officer to accept such waste.

19.3. Disposal of Waste Fill Materials

19.3.1. The Contractor shall dispose of clean waste fill materials (concrete, rock, asphalt, and soil) either at a site which will be provided on Fort Leonard Wood (to be designated by the Contracting Officer or his/her representative) or at a landfill off-post licensed by the State of Missouri to accept such waste.

19.3.2. The Contractor shall dispose of contaminated waste fill materials at a landfill off-post licensed by the State of Missouri to accept such waste. The Contractor shall provide all necessary information for disposal to the landfill operator, including any required testing of materials and completion of forms required by the Missouri Department of Natural Resources (MDNR).

19.4. Disposal of Demolition Waste: The Contractor shall dispose of demolition waste at a landfill off-post licensed by the State of Missouri to accept such waste. Disposal of demolition waste shall be in accordance with 10 CSR Chapter 80-4. The Contractor shall provide all necessary forms and information for disposal to the landfill operator and MDNR.

19.5. Disposal of Hazardous Waste: The Contractor shall dispose of any wastes classified as hazardous wastes under the Resource Recovery and Conservation Act (RRCA) in accordance with all federal, state, and local laws regarding storage, manifesting, shipment, treatment, and disposal of such wastes. Notification to the Contracting Officer or his/her representative and the Fort Leonard Wood Environmental Coordinator (or his/her representative) is required prior to disposition of hazardous waste.

19.6. Disposal of Other Waste: The Contractor shall dispose of any waste not specifically covered by the Paragraphs 6.1 through 6.5 at a landfill off-post licensed by the State of Missouri to accept such waste.

19.7. Requirement for Documentation: The Contractor shall document all wastes disposed of outside Fort Leonard Wood by delivering to the Contracting Officer (or his/her representative) a landfill or approved facility disposal from signed and dated by the operator/owner which shows the nature, amount, and location of materials delivered to the landfill or approved facility. In case of sale of logs or retention for sale of logs, the Contractor shall provide a signed statement indicating the disposition of the logs.

20. QUALITY CONTROL: The Contractor shall have full responsibility for quality of all work in this project, to ensure finished product meets all requirements, and for correction of all deficiencies. This responsibility does not limit the Government’s right to inspect the products and/or work during any phase of the project. The Government will maintain the right to determine responsibility.

21. INSPECTION AND TEST: The Directorate of Public Works, Inspection branch will do Inspection and acceptance, Building 2202, Telephone 573-596-0907. After work covered by this IJO is complete the Contractor shall conduct an operation test approval. The Contractor shall furnish all instruments with verification of the instruments accuracy and personnel required for the test. The DPW Inspection branch will schedule testing.

22. ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES.

22.1 All Contractor and sub-contractor personnel performing tasks on this SOW shall comply with all applicable installation, facility and area commander installation/facility access and local security policies and procedures which will be provided to the Contractor by a Government representative upon written request to the Contracting Officer. Contractor shall provide all information required for background checks to meet installation access requirements as performed by the installation Provost Marshal Office, Director of Emergency Services or Security Office. Requesting Contractor shall submit request for installation pass at https://vcc1.icmvcc.com/im3500/. There is no charge to the Contractor for this pass. Contractor personnel shall comply with all personal identity verification requirements as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of the base contract to this task order, should the Force Protection Condition (FPCON) at any facility or installation change, the Government may require changes in Contractor security matters or processes.

22.2 Antiterrorism (AT) Level I Training: All contractor and sub-contractor employees requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training available https://jkodirect.jten.mil, Course #JS-US007-14, within 10 calendar days of contract award; or for new employees within 10 working days of beginning performance on this contract. Contractor shall submit certificates of completion for all personnel to the KO within five calendar days of completion of the training. There is no charge to the Contractor for this training. The burden to complete this training is approximately 1-hour per employee.

22.2.1 In the event that the automated system at https://atlevel1.dtic.mil/at/ is not available (e.g.,server problems), Level I AT Awareness Training can be provided by a qualified instructor. However, if the training is not completed online, the Level I AT Awareness Instructor qualification must be coordinated with the Installation Antiterrorism Officer (or Installation Security equivalent) and the resultant name(s) of approved instructors shall be provided to the KO.

22.3 iWatch Training: Within 10 calendar days of contract award and within 10 calendar days of new Contractor employees commencing work on this contract, all Contractor and sub-contractor employees shall review the FLW Directorate of Emergency Services (DES) web link for iWatch training located at http://www.wood.army.mil/LEC/iWatch/iWatch.htm. This locally developed training will inform employees of the types of behavior to watch for and how to report suspicious activity. Suspicious activity shall be reported to the KO. There is no charge to the Contractor for this review. The burden to complete this training is approximately 20-minutes per employee.

22.4 OPSEC Standard Operating Procedure/Plan (SOP): The KO will ensure the contractor (after selected) is aware of the MSCoE OPSEC Plan and is in compliance with the MSCoE OPSEC Plan during contract performance.

22.5 OPSEC Training: New contractor employees must complete Level I OPSEC training within 30 calendar days of their reporting for duty in accordance with AR 530-1. All contractors shall complete annual OPSEC Awareness training if the contract duration is longer than 30-days. MSCoE OPSEC Officer will provide training. Coordination of training shall be through the DPW Inspection Branch. Proof of training, including a detailed listing of attendees, shall be provided to the KO. A nominal fee shall be charged to the Contractor for this training equal to 1-hour of Government time. The burden to complete this training is approximately 1-hour per training evolution. There are no restrictions to number of attendees in a given training evolution.

22.5.1 All costs associated with employee training and review must be included in the CLIN prices bid/offered for the underlying requirement. No other payments are authorized.

22.5.2 Contractor shall reimburse the Government for classroom OPSEC training. The established fee is $30 per face-to-face training session conducted. Contractor personnel may all attend the same training session; however, in the event of new hires, additional session(s) shall be required. Contractor shall submit payment to the US Treasury, Attention: Budget Officer, MSCoE G-8, 1000 MSCoE Loop, Ste 335, Fort Leonard Wood, MO 65473.

23. WARRANTY: The warranty is required to assure that materials incorporated into the project are not defective; and to assure that all components that cannot be visibly inspected meet the specifications. The Contractor shall warrant for a minimum of two years that the fencing and components, as installed, is free from defects in installation workmanship. The warranty shall be issued directly to the Government. 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 the repair or replacement work.