SOW - Bldg 403 Washer and B318 Sanitation 1.04.pdf

STATEMENT OF WORK

B403 Extractor Utilities & 318 Sewer Repair

PROJECT # XHZG202001272

26 February 2021

1. The contractor shall provide all labor, material, tools, equipment and transportation necessary to complete the work identified in this Statement of Work.

2. All debris is to be disposed of off Base with proper documentation in accordance with the waste plan generated by the contractor after the project is awarded.

3. Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (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.

a. For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. 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. This project is to be in accordance with the current version of the EMS Environmental

Protection Statement. A copy of this document will be provided to bidding contractors via FBO (FedBizOpps) as an attachment.

5. This project is to be in accordance with the current version of the 138FW Safety and

Accident Prevention Guide. A copy of this document will be provided to bidding contractors via FBO (FedBizOpps) as an attachment.

6. The contractor shall apply all environmental health and safety procedures required by local, state and federal regulations.

7. All work to be performed 7:00 AM to 5:30 PM Monday thru Thursday in accordance with the general conditions stated in the Base Specifications. Base Specifications available upon request. If alternate work schedule is desired, it must be requested in writing and approved by CE and Security 48 hours prior to the desired schedule.

8. The contractor is required to provide an AF Form 103 (Dig Permit) prior to any earthwork.

9. The contractor is responsible for marking/locating all underground utilities. If a utility is damaged, the contractor will repair per current code specifications.

10. Prior to any work, the contractor shall submit for approval by CE, one electronic copy of technical literature for all products to be used. Provide Safety Data Sheets for all appropriate products.

11. B318 Sewer Repair is to be started first then move onto B403 fore station

B403 Extractor Utilities

DEMOLITION

1. Saw cut existing concrete slab as shown on attached drawing.

2. Excavate to allow for ¼” per foot slope of new 3” sanitary sewer line.

PROVIDE AND INSTALL

1. Install 3” PVC sanitary sewer line as shown on drawing attachment titled B403 U-101.

2. Connect new 3” sanitary sewer line to existing floor clean out riser, 18” below slab.

3. Connect existing Eyewash station to new 3” sanitary sewer line.

4. Connect 2 new 1 ¼” copper pipes from existing overhead cold and hot water lines.

Surface mount and wrap with insulation each line. Install 2 shut off faucet valves for each line at 48” above finish floor.

5. Backfill and compact fill material to 95% Proctor Density.

6. Pour 4000 psi concrete to match existing concrete thickness. Dowel 16” long #5 rebar at 12” O.C. into existing slab. Install new #5 rebar at 12” O.C. each way over opening.

7. Finish concrete to match existing slab.

8. Seal concrete with concrete densifier that meets the following specification.

a. Concrete densifier, sealer, hardener. All new concrete surfaces to be treated to harden, seal and densify exposed concrete with 10 year anti-dusting warranty.

9. Install 240 volt 30 NEMA 1 Disconnect with a (3) 30 Amp 240 volt fuses at 48” above finish floor, see drawing for location.

10. Connect new Disconnect switch to Panel LP-1 located in Electrical Room 105.

11. Install new 3-pole dedicated breaker in Panel LP-1.

12. All new wiring shall be in electrical conduit, sized per electrical code.

13. Surface mount electrical conduit to CMU block wall.

14. Install (1) 120 volt 15 Amp circuit duplex receptacle at 48” above finish floor for the chemical dispenser. Connect to Panel LP-1 in Electrical Room 105.

15. Refer to manufacturer specifications for all plumbing and electrical requirements for the Unimac UW45 that is to be installed by the other vendor/government after completion.

a. All plumbing and electrical needs for equipment are to be covered by this contract are to be included in this contract, whether or not they are mentioned above.

16. Install (1) 120 volt 15 Amp circuit duplex receptacle at 18” above finish floor for the

Ram Air Gear Dryer. Connect to Panel LP-1 in Electrical Room 105.

318 Sewer Repair

17. Remove floor to expose pipe in area shown on drawing below.

a. Trench is to be 3’ wide approximate thickness of the concrete is 5”

b. Bent bar #3 dowels are to be placed on 16” centers, epoxied and tied across the trench.

18. Remove existing pipe and replace the removed section with 4” cast iron pipe.

a. Section will require at least 2 Y’s

b. Pipe is located approximately 12’ below current finish floor.

19. Use camera uphill and downhill of removed line to ensure there are no clogs or other breaks in the remaining/existing line.

20. Replace concrete with 4000 psi high early concrete and trowel to a smooth finish.

21. Seal concrete with concrete densifier that meets the following specification.

a. Concrete densifier, sealer, hardener. All new concrete surfaces to be treated to harden, seal and densify exposed concrete after application the densifier is to have a 10 year anti-dusting warranty.

101 114

102103

1541174164M Rectangle

1541174164M Callout Concrete to be demolished