STO-01_11_00_-_Summary_of_Work_Revised_5-10-19_for_solicitation.docx

REPAIR BRIGADE HEADQUARTERS BUILDING 844 DPW 04739-7J

Date: May 10, 2019

SECTION 01 11 00 SUMMARY OF WORK

1 DESCRIPTION OF WORK:

1.1 Work to be Done: The work consists of furnishing design, engineering, specifications, plant, labor, equipment, supplies, and materials, and performing all work for building 844 at Fort Leonard Wood, Missouri. DDC specifications and documents are provided and are part of this project.

1.2 Location: The site of the proposed work is in the Cantonment Area of the Fort Leonard Wood Military Reservation, Fort Leonard Wood, Missouri.

2 PRINCIPAL FEATURES: The work to be performed will include the following principal features:

Building 844 Design Build Scope of Work for MATOC

The purpose of this project is to repair and update all interior finishes and building systems such as electrical and mechanical to bring the facility to current codes. This facility is intended to serve as a general purpose administrative building.

Design shall be fully coordinated with existing building architectural features and must comply with the latest applicable local, State, and Federal requirements and codes.

Work to be done shall include Hazardous Materials Analysis according to part 9.2, 9.3, and 9.4 of this document.

The Design Build Contractor shall develop all demolition and new work plans, details and schedules for this project. Existing materials not needed for the new design shall be removed and disposed of by the Design Build Contractor.

Provide ABA concrete building access and ABA parking for the first floor only. Provide ABA latrines for the first floor only in the space that is available.

Remove all existing finishes on the floors, ceilings, and walls and provide new finishes complete. Where HVAC piping is installed vertically or horizontally provide a furr down or a chase of gypsum board as needed. Provide new flooring, ceilings, and wallcovering/paint throughout as evaluated.

Fort Leonard Wood Design Requirements for interior finishes are as follow:

Stairways: All stairwell treads and landings shall be exposed concrete. Surface shall be polished (ground) to a degree that retains a slip resistant finish. Stair nosings shall be non-painted, and fabricated with a non-slip pattern on the horizontal surface. Stairway wall substrate shall be constructed of 5/8” thick, impact-resistant gypsum board. Wall surface finish shall be an abrasive-resistant, water-based epoxy.

Restrooms/Toilets/Drinking Fountains: All water closets (toilets) shall be floor mounted. Provide automatic flush controls that include a button for manual flushing. Waterless urinals shall not be used. Provide lavatory faucet off-on water flow sensors in admin buildings only. All water flow off-on sensors must be hardwired - no batteries. Lavatory sinks incorporated in vanity countertops shall be an under mounted type fabricated from solid surfacing material. Toilet partitions shall be an overhead braced, floor mounted model. Partition panels, doors, and stiles shall be fabricated from either solid plastic, solid phenolic, or heavily textured stainless steel material. Do not provide electric hand dryers. Do not provide Toilet Seat Cover Dispensers. Vanity Countertops and all countertops shall be fabricated from solid surfacing material to include an integral backsplash and attached solid surfacing side splashes. Countertops shall include a removable modesty panel which screens the under counter sink plumbing pipes. Acceptable flooring materials for restrooms include polished (ground) concrete (ADA slip resistance required), troweled or broadcast applied flooring w/ integral coved base, porcelain tile (admin buildings only). Tile must include a grout with specific stain-resistant properties. Provide hard ceilings for all restrooms areas. Provide new drinking fountains with bottle filling station and water cooler system. Wall areas behind, or wall alcoves containing drinking fountains shall be constructed of moisture-resistant gypsum board and covered with a non- absorbent finish material such as ceramic tile from the floor to a minimum height of 18” above the top of the drinking fountain.

Wall Surfaces: All corridors and high traffic areas utilizing a gypsum board substrate shall be an impact-resistant Type X product. Corridor walls shall be protected with an abrasive-resistant wainscot material and wall-guard (chair rail). Provide corner guards at all outside corners (min. 4’- 0” high). Interior Room Finish Schedule shall list gypsum board level of finish for each room walls.

Generally: Level 5 finish: for lobby area walls and those walls subjected to bright daylight or reflected ceiling lighting and for dry erase painted surfaces. Level 4 finish: All other smooth, painted wall surfaces in occupied spaces. Level 3 finish: walls to receive medium to heavily textured wall finish or applied wall covering. Level 2: finish: walls to receive ceramic tile. Provide a “knockdown” textured application (non-industrial areas) with the exception of toilet rooms and shower areas. Generally, all painted walls shall have an egg-shell sheen. Flat sheen is not acceptable for walls. Semi-gloss shall be used in industrial areas only.

Suspended Ceiling Systems: All acoustical tile lay-in ceilings shall incorporate a 2’x2’ tile size. Tiles shall generally be non-tegular unless otherwise approved utilizing a standard width grid profile. Tegular tile profile may be used in admin areas where pre-approved by DPW.

Window Blinds: Blinds shall be metal, horizontal blinds with 1” slats. Blind color shall match the window frame color.

Flooring: Neither Vinyl Composition Tile (VCT) nor Bio-Based Tile (BBT) shall be specified as a flooring material in any building without the expressed approval of the DPW due to denting issues.

Roof is under warranty through 15FEB2020 with RD Construction. Roof construction is EPDM. Existing roof repair is not included in SOW. Design Build Contractor shall cap unused existing penetrations and provide additional new mechanical penetrations as needed. New mechanical penetrations shall be provided so that the roof warranty is maintained. All existing and new floor penetrations are to meet NFPA standards.

Remove existing 2-pipe HVAC system including pipe chase enclosures and HVAC controls. Evaluate ventilation requirements per ASHREA 62.1 for type of space occupancy. Provide ventilation per ASHREA 62.1 for type of space occupancy. Evaluate the existing exhaust system and reuse or replace to subsidize the ventilation requirements. Provide 4-pipe HVAC system. Evaluate existing chiller for condition, age and possible incorporation into the new 4-pipe HVAC system. There is no special equipment located in the building. Refrigerators, vending machines, coffee pots, ice machines, drinking fountains, computer equipment and copiers are not considered “special equipment”. Load calculations shall include HVAC loads for refrigerators, ice machines, vending machines, coffee pots, kitchen stove, drinking fountains, computer equipment and copiers based on type of room usage. New 4-pipe HVAC system shall be capable of providing heating, cooling and humidity control year round. Provide a complete HVAC System with DDC that will control humidity and temperature in all occupied spaces and communication closets. Heating and ventilation shall be provided in mechanical room. Humidity shall be 55% RH with a range of plus and minus 5%. Temperature shall be 78 degrees for cooling and 70 degrees heating (adjustable) during occupied hours with additional heating and cooling capacities of 10%. HVAC Outdoor Design Temperature for winter shall be 5-degrees DB F. HVAC Outdoor Design Temperatures for summer shall be 78 degrees WB F and 93 degrees DB F. Provide adjustable night set back temperatures. There are no DDC controls in the building at this time. DDC shall be programmed with the future operating hours of the facility. DDC will control occupied and unoccupied times and the set points shall be adjustable. Provide complete new Direct Digital Controls per provided specifications and documents that pertain to the completely new HVAC Direct Digital Controls. Currently there is no base energy management system. The Solicitation has been amended to include DDC specifications and required documents. Two DDC laptops will be furnished by the Government. Surface mounted thermostats with control wire are acceptable. Control wire shall be covered with wire molding. Project requires an independent HVAC testing and balancing agency independent of the Prime Contractor per the Department of Defense Unified Facilities Guide Specifications. Existing plumbing fixtures shall be demolished. All new plumbing fixtures shall be provided. Provide new outside and inside hose bibbs when existing are leaking or are inoperable. Water and sewer loads from the renovated building will remain unchanged from the existing building; existing water/sewer connections shall be utilized. Sizes of existing utilities serving the building are unknown. All plumbing fixtures shall be provided from the same manufacturer. Plumbing fixtures shall meet current federal standards of water usage. The Fort Leonard Wood (FLW) water system is owned by American Water (AW). AW will provide a water line connection, a post indicator valve and a water line with the required amount of water required by the Design Build Contractor’s fire suppression Designer. The water line will be provided by AW to within five-feet of the building with a cap. The Design Build contractor shall provide hydrant flow testing to provide results to their fire protection design engineer. FLW Fire Department and AW shall be present during the hydrant flow test. AW will provide DSIII certified oversight during the water line tie-in. The Design Build Contractor shall provide a fire suppression system for the building. AW and the FLW Fire Department must be present during the Design Build Contractor’s water line tie-in five-feet from the building. The Design Build Contractor does not have to provide a meter for the fire suppression water supply. The Design Build Contractor’s fire protection design engineer will tell AW what size water line is required for fire protection for the building. Provide a wet pipe fire suppression (sprinkler) system with excavation, water line tie-in, exterior water supply line, surface restoration, wall/floor penetration, internal piping riser, pipe cleaning, testing, signage and all other requirements for a complete operable system. Design shall be completed by a Professional Fire Protection Engineer.

Perform a lightning risk analysis and provide lightning protection system if indicated.

Remove interior lighting fixtures, fire alarm equipment, communication jacks, boxes, cables, raceway and interior communication equipment, complete.

Designate an existing closet to be used as a communication closet. Provide all communication equipment (less switch) for incoming fiber optic cable, voice drops and data drops with testing and labeling. Selection of communication closet should take into account the location of the fiber optic cable man hole and central location in the building telecommunication distribution.

Pull in and terminate existing fiber optic cable from existing man hole. Provide all new LED lighting fixtures, both interior and exterior. Provide emergency lighting in large rooms and emergency egress lighting. Provide new LED lighted exit signs.

Provide electrical power and control wiring for mechanical equipment. Provide network drops for mechanical controls.

Provide a combination fire alarm and mass notification system with associated radio transceivers.

Evaluate electrical service to include exterior transformer (Laclede Electric property), service conductors, main distribution panel and lighting panel. Determine if replacement is required or only re-configuring existing circuit breakers and / or equipping with new panels and / or circuit breakers.

References: NFPA standards, Unified Facilities Criteria, Unified Facility Guide Specifications, International Building Code, International Mechanical Code, International Plumbing Code, current federal standards of water usage and Fort Leonard Wood Heating/Cooling Four Pipe System’s Cleaning Requirements and I3A Technical Criteria.

3 SEQUENCE OF WORK: The area concerned in this project is Government owned and will not be in use during the course of this project.

4 SCHEDULING:

4.1 The Contractor shall schedule all activity at the job site through the DPW Base Maintenance Contract Section or Project Management Branch a minimum of 24 hours in advance of work.

4.2 Contractor shall schedule his working hours to coincide with the working hours of the military reservation. Normal working hours of the reservation are 7:30 a.m. to 4:00 p.m., Monday thru Friday, legal public holidays excepted. The Contractor shall not perform work on the reservations beyond the aforementioned working hours without the written approval of the Contracting Officer.

4.3 If the Contractor, for his convenience, desires to perform work during other than normal working hours or on other than normal workdays, he shall notify the Contracting Officer and the Directorate of Public Works Base Maintenance Contract Section or Project Management Branch at least 72 hours in advance. The Contractor shall not perform work beyond the normal working hours or normal workdays without written approval of the Contracting Officer and the DPW Inspection Branch approval. The Contractor shall reimburse the Government for any additional expense occasioned the Government thereby, such as, but not limited to, overtime pay for Government inspectors, utilities service, etc.

4.4 Time extensions due to adverse weather or material lead time, must be received in writing prior to scheduled completion date.

5 UTILITY INTERRUPTIONS: Coordinate with the Contracting Officer, DPW Base Maintenance Contract Section or Project Management Branch, and the user for any utility work that interrupts service to the facility, any area outside the facility, or any real property facility. Establish a schedule of interruptions listing starting and ending times of disconnection 48 hours prior to interruption.

6 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.

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

7.1 Digging: A digging permit is required prior to ANY earthwork operations. The DPW Base Maintenance Contract Section or Project Management Branch will assist the Contractor in obtaining this free permit.

7.3 Hot Work Permit: The Contractor shall obtain a written “Hot Work Permit” (DA Form 5383-R) prior to commencing all hot work outside an approved shop area. Permits will be issued by the FLW Fire & Emergency Services at Fire Station #1, Bldg. 580, Phone: (573) 596-0883. The Contractor shall be liable for any fire loss to Government property attributable to negligence on the part of the Contractor, including failure to comply with fire prevention measures prescribed by terms of this contract. The Inspection Branch will assist the Contractor in obtaining this free permit

7.4 Confined Space Permit: The Contractor shall obtain a written “Confined Space Permit” prior to commencing all confined space activity above and/or below ground. Title 29 CFR 1910.146 OSHA (Confined Space Entry) and FLW Regulation 385-7 sets forth the definition of confined spaces and establishes responsibility and procedures for protection of personnel that shall be entering, work in, and existing confines space. If a permit is required the Contractor shall contact the FLW Fire Department, Fire Station #1, Assistant Chief of Operations, Bldg 580, Phone: (573) 596-0883 prior to, and after the permit required entry is conducted. The Contractor shall keep the permit copy within the work area until all workers have been accounted for after completion of the workday. The Inspection Branch will assist the Contractor in obtaining this free permit.

8 SAFETY REQUIRMENTS:

8.1 General Safety: During progress of work, the Contractor shall protect all personnel, whether Government or civilian, from any and all safety hazards caused by the construction operations. The contractor shall follow all Federal, State and local laws in accordance with 29 CFR 1910 (General Industries Standards), and 29 CFR 1926 (Construction Standards).

8.2 Fire Prevention: The current version of FLW Regulation 420-2 “Post Fire Regulations” is by this reference made a part of this solicitation and resultant contract. The Contractor’s operation shall conform to all applicable portions of this document. All personnel entering on duty as Contractor’s employees shall be instructed in the fire prevention program of the Post and shall be advised of the requirement of the Post Fire Regulations as they pertain to this particular contract.

8.3 Traffic Control: Contractor shall provide all temporary signs and markers as necessary to maintain safety in the worksite. All signs shall conform to the latest edition of the Manual of Uniform Control Devices (MUTCD) and shall be coordinated with, and approved by, DPW Base Maintenance Contract Section or Project Management Branch. Contractor shall ensure road user movement is inhibited as little as practical.

9. SPECIAL REQUIREMENTS:

9.1 Use of Fire Hydrants – The temporary use of fire hydrants as sources of water is not authorized without prior approval by the Fire Department,

9.2 Asbestos Containing Materials (ACM) testing – If the presence of asbestos within the building is unknown, it must be assumed present until proven otherwise. The Contractor or Proponent is responsible for testing and must coordinate the testing with the Fort Leonard Wood DPW Environmental Branch through the Contracting Officer and provide the results. The testing may be done only by certified individuals. All 9-inch-square floor tiles are assumed to contain asbestos, and select 12-inch-square floor tiles contain asbestos. Therefore, floor tile that is broken, in poor condition, or is to be disturbed, shall be tested for asbestos content prior to beginning work. During construction (Renovation and Demolition, if any untested suspect ACM is discovered, the project must stop, and the suspect material must be tested for asbestos content.

9.2.1 ACM Handling Procedures - If testing confirms that asbestos is present, then the ACM may be removed only by individuals certified by the State of Missouri to remove ACM, and it must be disposed of in accordance with all applicable federal, state, and local regulations, including FLW policies. Contact the FLW DPW Environmental Branch at 573-596-0882 for more information. Refer to all the latest applicable Unified Facilities Guide Specifications (UFGS).

9.3 Lead Based Paint (LBP) testing – If the presence of lead-based paint (LBP) is unknown prior to demolition or removal of the facility, it should be assumed that LBP is present, especially in structures built prior to 1980. The Contractor or Proponent is responsible for testing and must coordinate the testing with the Fort Leonard Wood DPW Environmental Branch through the Contracting Officer and provide the results. The testing may be done only by certified individuals. Demolition of structures containing LBP must be done using precautions to prevent the release of the hazardous substance, such as whole component removal. If whole components containing LBP are removed or if a building is demolished, Missouri Department of Natural Resources (MDNR) Solid Waste Regulations require disposal in a State-permitted demolition or sanitary landfill. Or, a structure may be remediated by removing the lead-based paint using lead-safe work practices.

9.3.1 LBP Handling Procedures - Any lead-based paint removed or recovered at FLW must be handled as Hazardous Waste in accordance with federal, state, local regulations, and FLW requirements. To make a non-hazardous determination, the Contractor shall utilize the Toxicity Characteristic Leaching Procedure (TCLP), EPA Method 1311, which is described in 40 CFR Part 261, Appendix 11. All test results shall be provided to the FLW Hazardous Waste Program Manager. Refer to all the latest applicable UFGS.

9.4 Presence of Mold – If mold is found after a visual inspection prepare a microbial remediation plan from the Contractor's Certified Industrial Hygienist. The microbial remediation plan shall be submitted to FLW to be reviewed and approved by the FLW Hospital Industrial Hygienist. Use proper cleaning procedures, engineering controls, and apply best management practices to remove microbial growth and spore fallout from all surfaces and building materials to minimize the further release of microbial spores. Address semi-porous and nonporous surfaces within the facility in each cleaning phase of the project. Damp wipe and HEPA vacuum all surfaces, at a minimum. Remove and dispose of porous building materials that are supporting microbial growth.

9.4.1 Dispose of contaminated bagged waste materials removed during this remediation as general construction debris. Follow all applicable local, State, and Federal requirements for the disposal of this material. Refer to the latest applicable UFGS and EPA 402-K-01-001.

10. SECURITY:

10.1 In unoccupied facilities, the Contractor shall be responsible for the security of the facility; i.e., all exterior doors shall be locked, windows closed and locked, etc.

10.2 The Contractor shall not be on site without prior notification to the DPW Contract Inspection Branch. Contractor personnel shall have valid civilian ID’s.

11 APPLICABLE PUBLICATIONS/REFERENCES: The publications referenced herein after shall be the most recent at the time of solicitation, unless otherwise specified at the beginning of each Specification Section under paragraph 1. APPLICABLE PUBLICATIONS and or REFERENCES.

12 WORKSITE HOUSEKEEPING:

12.1 The Contractor shall remove all trash and disposal material from the worksite before the end of each day, to the extent it is consistent with standard construction practices on Government work sites. 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. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance.

12.2 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).

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

12.4 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.

13 RESPONSIBLITY FOR DAMAGE

13.1 Damage to Personal Property: The Contractor shall be solely 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.

13.2 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 one 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 demolition debris or construction materials. Any damaged turf, sidewalks, roads, vegetation and site amenities shall be replaced or repaired by the Contractor prior to final Contract closeout.

14 DISPOSAL OF MATERIALS: All materials removed and not reused or designated as salvage material in this project shall become the property of the Contractor, unless otherwise specified, and shall be the Contractor's responsibility for lawful disposal.

14.1 The Contractor may use the Fort Leonard Wood Compost area for the disposal of wood chips, leaves, and grass clippings generated by this project.

14.2 All other wastes generated during Contractor operations shall be disposed of off post by the Contractor at his/her expense.

14.2.1 The disposal of demolition waste is regulated by the Missouri Department of Natural Resources under Chapter 260, Revised Statutes of Missouri and 10 Code of State Regulations Chapter 80-4. Such waste, in types and quantities established by the Department, shall be taken to a demolition landfill or a sanitary landfill off of the Installation for disposal. The Contractor shall provide any information requested by the landfill operator to complete forms required by the Missouri Department of Natural Resources or other Government-required landfill records.

14.2.2 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.

15 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES:

15.1 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 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.

15.1.1 In the event that the automated system at https://jkodirect.jten.mil 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.

15.2 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 at https://jkodirect.jten.mil.Users need to enroll in "Course #JS- US007-14" to receive credit for the training 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.

15.3 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.

15.4 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.

15.5 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 Rick Bowser, (573)563-2402. 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.

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