STATEMENT OF WORK

Project Number VBDZ252200

Repair Bldg 2A Sewer Line, Restrooms, and Lockers

DESCRIPTION:

The building’s sewer line exhibits bowing and cracking causing monthly clogs and seepage into the soil. Approximately 76 LF of 4” sewer line, 16 LF of lateral lines, 27 fixtures (toilets, urinals, sinks, showers) need to be replaced within the building and approximately 50 LF of 8” clay line to be replaced outside the building up to the manhole per Uniform Plumbing Code. The existing sewer line runs both within the building and across the road, connecting to the manhole. The bathrooms and the office affected by the sewer line repair need repair and upgrading. Female bathroom and restroom area is approximately 807 SF, male bathroom and restroom area is approximately 650 SF, male locker room is approximately 1,200 SF (OPTION 2), the lounge area (including smaller rooms) is approximately 1,500 SF. The corridor (OPITON 1) is approximately 2,784 SF. Contractor to verify dimensions and shapes. Site visit is strongly encouraged. The work shall begin in October/November 2026. The building will stay operational during the construction.

Asbestos is present in the mastic and the tile backer board under the tile in the Man’s and Women’s lockers. Showers and latrines went through renovation in early 2000s and asbestos is not anticipated. Asbestos has been removed from the corridor, and it is not anticipated. Lounge went through renovation in 2022 and asbestos is not anticipated.

Base will move the lockers out before the construction and move them back in after the construction. Photos of the existing conditions are at the bottom of the document.

Figure 1: Floor plan with dimensions. Corridor shown partially. See Option 1 for the corridor dimensions.

Lounge

1. BASE SCOPE

1.1. Conduct an on-site investigation to verify the location and existing conditions of the sewer line location, including accessing the building and performing sampling or excavation.

Drawings are provided as a reference only and they are not likely to be accurate.

1.2. Coordinate with the Base to accurately locate and mark underground utilities in the work area at least a week before the work begins. Utilize "Call Before You Dig" services (e.g.,

811) and potholing as needed to verify utility locations.

1.2.1. Utilities cross under the road toward the manhole. Utilities map will be provided after the award.

1.3. Perform asbestos abatement of the Women’s locker rooms following State and Federal regulations. Provide asbestos abatement proposal for the Male Locker as OPTION 2.

1.4. Implement and maintain effective erosion and sediment control measures to prevent pollution of waterways and surrounding areas.

1.5. Provide necessary means to isolate dust and debris from the rest of the building. The building will stay operational during the construction.

1.6. Excavate and/or trench down to the sewer pipe. Hand digging may be required to not damage adjacent utilities.

1.7. Disconnect the existing sewer lines from the building plumbing and cap it securely to prevent sewer gases from entering the building.

1.8. Install new main 4” SCH40 PVC pipe in the building and 6” SDR35 pipe outside the building.

1.8.1. Slope shall be no less than 0.25 inch per foot. Slope verification will be required.

1.8.2. Minimum pipe depth shall be below the frost line. A drop may be required.

1.8.3. Provide sufficient support for dead and live loads for the pipe materials and pipe bedding used.

1.8.4. No 90-degree turns are allowed.

1.8.5. No sharp pipe transitions are allowed.

1.9. Replace the urinal line with (seven) 7 urinals on it.

1.10. Replace the seven (7) urinals and (9) urinal screens. The urinal flushometers shall be automatic and hardwired with a button override.

1.11. Install cleanouts on each side of the urinal line.

1.12. Bring all nine (9) laterals up to the Uniform Plumbing Code.

1.13. Install a clean out every directional change, every 100 ft, and in the middle of the men’s room floor. All the cleanouts in the wall shall be above flood level. Install wall access for the cleanouts.

1.14. Install two cleanouts, both directions, no more than 5 ft from the building.

Preferably on the sidewalk.

1.15. Before backfilling, test the piping using a water test with 10 ft of head.

1.15.1. Government representative shall verify the grade before fully covering the pipe.

1.16. Chink the stone under the pipe to avoid sagging.

1.17. Compact the bedding material around the pipe by hand (or with lightweight compaction equipment suitable for use near pipes) to provide uniform support and prevent voids. Avoid excessive compaction that could damage the pipe. Ensure the pipe remains centered and at the proper grade during this process.

1.18. Backfill up to 4 inches below the slab using #2 gravel in 6-inch lifts using new and clean fill.

1.19. Maintain proper trench safety measures throughout the backfilling process, including shoring, sloping, or benching, as required by OSHA regulations.

1.20. Restore the slab in the areas affected by the demolition. The new slab shall be doweled into the old slab every two feet.

1.21. Contractor shall retile the entire restrooms, showers, and locker rooms.

1.21.1. The tile in the restrooms shall be 12x24 and replicating the ones in the figures below.

1.21.2. The tile layout shall match the layout in the figures below.

1.21.3. Slope the floor to the drain.

1.22. Replace 6 lavatories including the lavatory vanity tops, faucets fittings, bowls, etc.

Example of the new bathroom look is in the photo below and it is based one of the buildings at the base.

1.23. Replace six (6) water closets.

1.24. Replace six (6) water closet partitions.

1.25. Replace eight (8) showers. See figures below.

1.26. Provide and install eight (8) shower hangers. See figures below.

1.27. Provide and install six (6) soap dispensers, six (6) new hand driers, six (6) toilet paper hangers.

1.28. Provide and install six (6) new mirrors over the lavatories.

1.29. Provide and install new lighting in the restrooms, showers, and locker rooms.

1.30. Provide and install sixteen (16) ceiling registers.

1.31. Provide and install two (2) recessed napkin dispensers and waste receptacles. One in each restroom. See photo below.

1.32. Install the wall shown in green to enclose the hallway in Figure 3. No pony walls allowed. The wall must be secured to the structure and be sturdy enough to be tiled.

1.33. Retile the floor and the walls as per the “Bathroom Example to replicate” figures below (Figure 5).

1.34. Install two (4) high-speed commercial hand driers with hot air near the sinks in the women’s and men’s restrooms. Install proper power for the hand driers.

1.35. Repair and paint the walls per the figures below.

1.36. Replace the carpet in the main lounge area with 18x18 moonrock emboss luxury vinyl tile.

1.37. Replace the carpet in the smaller offices with 10 x 40 carpet squares.

1.38. Restore the sidewalk and the pavement. For the pavement restoration, Contractor shall follow the pavement diagram outlined in Figure 6.

1.39. Dispose of all removed materials (including existing pipe, soil, and debris) in accordance with local, state, and federal regulations. Provide documentation of proper disposal upon request. No abandoned in place utilities are permitted.

1.40. Follow manufacturers’ guidelines.

1.41. Provide ten (10) temporary restrooms and two (2) hand washing stations for the duration of the work.

1.41.1. Provide water and sewer removal.

1.41.2. Provide temporary restroom cleaning.

1.41.3. If weather does not permit the use of the hand washing stations, provide hand sanitizers in the stalls.

1.42. Test all the plumbing and electrical to ensure that they are functioning properly.

1.43. Fill out and sign a form DD1354 to signify the acceptance of the project by ANG and authorize the capitalization of the asset. Invoices will not be approved past 95% without such a document submitted by the contractor. The burden to fill out the document is approximately 5 minutes.

Figure 2. Main sewer line (red line) leading from the bathrooms to outside the building to replace. Blue outline is the bathroom and lounge area affected by the repair

Figure 3. Sewer line (red line) in the restrooms and bathrooms to be replaced

Install and tile the wall

Lounge

OPTION 2 AREA Install and tile the wall

No work in this area, besides the wall and abatement

Figure 4. Sewer line outside the building.

Figure 5. Bathroom Example to replicate

Figure 6. New Asphalt Pavement Section

Other utilities not shown. Utilities maps will be provided after the award.

2. OPTION 1 – Corridor repair

2.1. Remove the ceramic tile and the cove base from the entire corridor. The Corridor is of an irregular shape with the longest stretch being 7 ft wide by 201 ft long. The total area is approximately 2,784 SF. See the figures below for additional details. Contractor shall verify the square footage.

2.2. Repair ~60 linear feet (4 joints) of construction joints before placing new material on top.

2.3. Saw cut on either side of the movement joint at a minimum distance from the joint of

50mm. Remove all damaged sealant and joint filler/fiberboard if present.

2.4. Prime the sides and base of the repair with epoxy resin primer. Remove all damaged sealant and joint filler/fiberboard.

2.5. Mix and apply epoxy resin mortar to reform the joint shoulders flush with the traffic surface.

2.6. After the repair mortar has hardened remove the fiber board to the required depth. Prime the vertical sides of the joint. Apply the sealant.

2.7. At some spots the existing tile feels soft and seems like there is plywood under the tile.

The area appears to be 20 sf and likely has one of the water or sewer lines underneath.

Contactor shall remove the tile, cut out a concrete square, replace the base, place dowels, and place new concrete to create a proper floor for the new tile.

2.8. The floor shall be fully leveled. Chip, patch, and repair the floors as required to provide a smooth and suitable surface to receive a new finished floor.

2.9. Supply and install 18x18 moonrock style luxury vinyl tile for the majority of the hallway.

Up to 10% of the tiles shall be of a darker shade to accentuate the door entrances, like the picture below. There are 24 doors of varying dimensions in that hallway. The final pattern will be discussed with the user after the award. Equivalent substitutes must be approved by the Contracting Officer Representative (COR).

Proposed Accent Tile Pattern (not the tile)

2.10. Installation shall follow the manufacturer’s installation guidelines, including surface preparation, use of grout, primer, crack fillers, and post-installation treatment. All materials must be submitted for approval by the COR.

2.11. Contractor shall fit edges to door frames and abutting surfaces and other edges to adjoining materials.

2.12. Install reducers where the floor covering terminates exposing the edges of the covering and/or matching the existing floor and walls.

2.13. Install vinyl light grey 4” x 1/8” cove base in all the rooms where the floor covering is replaced. Equivalent substitutes must be approved by the Contracting Officer Representative (COR).

2.14. All deviations from the manufacturer’s recommendations or SOW must be approved by the COR.

Bldg 2 Corridor

3. OPTION 2 – Male Locker Room

3.1. Perform asbestos abatement.

3.2. Repair any ding encountered on the walls and repaint the walls up to the ceiling.

3.3. Supply and install 18x18 moonrock style emboss luxury vinyl tile in the male locker room.

Up to 10% of the tiles shall be of a darker shade to accentuate the door entrances. Locker room dimensions are approximately 43’ x 28’.

3.4. Installation shall follow the manufacturer’s installation guidelines, including surface preparation, use of grout, primer, crack fillers, and post-installation treatment. All materials must be submitted for approval by the COR.

3.5. Fit edges to door frames and abutting surfaces and other edges to adjoining materials.

3.6. No level changes are allowed without a proper reducer. Tiles cannot go over level changes.

3.7. Install reducers where the floor covering terminates exposing the edges of the covering and/or matching the existing floor and walls.

3.8. Install vinyl light grey 4” x 1/8” cove base in all the rooms where the floor covering is replaced. Equivalent substitutes must be approved by the Contracting Officer Representative (COR).

7’x201’ 7’x38’

~10’x46’ ~6’x52’

~6’x19’

4. CONTRACTOR REQUIREMENTS

4.1. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the COR. The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

4.2. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

4.3. All contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available through MyLearning by completing the Force Protection CBT. For Contractors that do not require issuance of a CAC, local training will be provided during badge issuance at SFS via informational binder.

4.4. Requirement for OPSEC Training. In accordance with AFI 10-701, Operations Security, OPSEC PMs/SMO/SMNCOs/Coordinators will provide OPSEC training or training materials to contract employees within 90 days of employees’ initial assignment to the contract and annually thereafter. General organizational orientations may need to be supplemented by duty-related orientations in the work center targeted toward specific critical information and vulnerabilities associated with the work. Initial training (OPSE 1301 - OPSEC Fundamentals) and refresher training (Protecting Sensitive Information) are both available on the MyLearning website. For Contractors that do not require issuance of a CAC, local training will be provided during badge issuance at SFS via informational binder.

4.5. The use and possession of controlled substances to include marijuana (medical or recreational use) on the installation is in violation of Title 10 US Code 912a. Art 112a.

Contractors are notified this policy is strictly enforced and violators will be denied entry.

Personnel caught on the installation can be prosecuted.

4.6. Haul the removed soil and debris off the base and dispose following state and federal regulations.

4.7. Provide all personnel and necessary equipment to establish an adequate and safe work zone.

4.8. Contractor is responsible for site cleanliness.

4.9. Recycle to the greatest extent possible and turn in weigh slips to 109 Environmental Management Office for construction debris.

4.10. Bring any unforeseen project conditions to the attention of the COR immediately.

Differing site conditions, which may alter the scope of work, shall be approved by the contracting officer (KO) prior to such work being performed.

4.11. Obtain approval from the COR prior to any utility shutdowns. (do not have contractor contact production control directly)

4.12. Notify the COR prior to delivery of any material or equipment to the site. The contractor shall ensure someone is available to receive delivered materials and able to store them safely in an area to be coordinated with the government project manager. Any materials delivered without prior coordination and without having someone to take receipt, shall not be accepted and turned away.

4.13. Contractor hours are 0700-1530 Monday through Friday. No work is permitted during Government holidays and weekends.

5. PROJECT SCHEDULE

The project will begin 14 days following the Notice to Proceed or as agreed. The project shall be completed within 120 days following the notice to proceed.

6. EXISTING CONDITIONS

Male restroom Male restroom

Male restroom Male Shower Entrance from locker room

Floor in the male locker room Male locker room

Female Restroom Female Shower/locker area

Female lockers Female lockers

DESCRIPTION: