SOW- Pit Lids v1.pdf

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STATEMENT OF WORK

Utility Pit Lid and PIV/Valve Replacement

XHZG202201269

12 October 2022

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. 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.

5. 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 sam.gov as an attachment.

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

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Accident Prevention Guide. A copy of this document will be provided to bidding contractors via beta.sam.gov as an attachment.

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

8. All work to be performed 7:00 AM to 5:30 PM Monday thru Thursday in accordance with the general conditions stated in the general conditions of the specifications. 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.

9. The contractor is required to provide an AF Form 103 (Work Clearance Request) prior to any earthwork or wall penetrations.

10. The contractor is responsible for marking/locating all underground utilities. All base underground utilities are not covered by the Call OKIE service, contractor will be responsible for locating and marking those utilities as well. The only utilities that Call OKIE service will mark is Natural gas and Cox communications. All other utilities to include base communications fiber optic lines, electric, sewer and water will be the contractor’s responsibility to mark. Contractor must have all utilities marked in an area before a dig permit is issued.

a. If a utility is damaged, the contractor will repair per current code specifications or base standards.

11. 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. Provide a Form 889 for all equipment/items that can need maintenance or repairs where parts will need to be purchased to maintain or repair the equipment at a later date.

a. Two Ways to Get a Form 889

i. Check SAM.gov FAR 52.204-26 (Oct 2020)

ii. Use RPA tool (Email DUNS # to info@section889request.com)

12. All DBIDS Contractor passes will be approved by the BCE and issued by SFS after completion of required background checks. Final payment to the general contractor will not be made at the completion of the construction project until all contractor badges have been returned or the continuing need is validated and documented in writing by SFS and BCE personnel.

13. Contractor will be responsible for keeping a log of all debris disposed of off base to include tonnage, volume, and disposal site. This data will need to be readily available through the project for semi-annual data calls or inspections.

14. Contractor will be responsible for submitting an interim 1354 when project is 50% completed and a final 1354 when the project is 100% complete as part of closeout documents.

15. Contractor will be responsible for filling out and maintain form AF66 submittal register.

16. Period of Performance for this project is 90 days.

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17. The Contractor shall provide a submittal register and project schedule prior issuance of NTP.

Scope of Work.

a. Contractor shall install an 8 inch concrete ring around existing utility boxes so as to provide a mowable perimeter around boxes. The concrete rings shall be 6 inches in thickness. Existing soil shall be compacted and prepared for new concrete. Refer to attached photos for items #3, 10 and 49.

b. Contractor shall locate existing water valve under asphalt, remove and replace with new water valve. Install new valve lid at surface of asphalt. Refer to attached photos for item #53 for approximate location.

c. Contractor shall install an 8 inch concrete ring around existing utility boxes as to provide a mowable perimeter around boxes. Contractor shall provide and install new utility lids in addition to the concrete rings. The concrete rings shall be 6 inch in thickness. Existing soil shall be compacted and prepared for new concrete. Refer to attached photos for items #11, 17, 28, 35, 36, 41 and 43.

d. Contractor shall install a new utility box, new lid and an 8 inch concrete ring around existing utility boxes that will be removed. Contractor shall provide a mowable perimeter around boxes. The concrete rings shall be 6 inch in thickness. Existing soil shall be compacted and prepared for new concrete.

Refer to attached photos for items #16.

e. Contractor shall install new utility lids at items #2, 6, 29, 42, 45 and 46 only.

f. Contractor shall remove existing water valve metal sleeve and install new sleeve with lid. Contractor shall install an 8 inch concrete ring around existing utility so as to provide a mowable perimeter. The concrete rings shall be 6 inches in thickness. Existing soil shall be compacted and prepared for new concrete. Refer to attached photos for item #9.

g. Contractor shall remove existing water valve and install new water valve.

Contractor shall install an 8 inch concrete ring around new utility so as to provide a mowable perimeter. The concrete rings shall be 6 inches in thickness.

Existing soil shall be compacted and prepared for new concrete. Refer to

pg. 4 attached photos for item #52, 56. Currently #52 has water meter lids not water valve lids, contractor to change lids.

h. Contractor shall remove water valve and install new water valve 6ft east of parking lot curb. Contractor shall repair existing parking lot where water valve was removed. New concrete to match existing in thickness and be doweled to prevent movement. Contractor shall install an 8 inch concrete ring around new utility so as to provide a mowable perimeter. The concrete rings shall be 6 inches in thickness. Existing soil shall be compacted and prepared for new concrete. Refer to attached photos for item #51.

i. Contractor shall remove water valve lid and replace with a gas valve lid. Refer to attached photos for item #54.

j. Contractor shall remove existing water valve and install new water valve.

Contractor shall install an 8 inch concrete ring around new utility. The concrete rings shall be 6 inches in thickness. Existing soil shall be compacted and prepared for new concrete. Refer to attached photo for item #40.

k. Contractor shall remove existing water valves and install (2) new 4” CS 150#

Flange OS&Y Gate valves and (4) 4” 150# bolt gasket sets in mechanical room of Building 501. Refer to attached photo for items #57 and 58.

l. Contractor shall field verify all locations, new lid and box sizes before start of work.

END OF STATEMENT