36C78619Q0246-0001000.docx

FedBizOpps Amendment to a Previous Combined Solicitation

CLASSIFICATION CODE

SUBJECT

CONTRACTING OFFICE'S

ZIP-CODE

SOLICITATION NUMBER

BASE NOTICE TYPE

RESPONSE DATE (MM-DD-YYYY)

ARCHIVE

DAYS AFTER THE RESPONSE DATE

RECOVERY ACT FUNDS

SET-ASIDE

NAICS CODE

CONTRACTING OFFICE

ADDRESS

POINT OF CONTACT

(POC Information Automatically Filled from User Profile Unless Entered)

DESCRIPTION

See Attachment

AGENCY'S URL

URL DESCRIPTION

AGENCY CONTACT'S EMAIL

ADDRESS

EMAIL DESCRIPTION

ADDRESS

POSTAL CODE

COUNTRY

ADDITIONAL INFORMATION

GENERAL INFORMATION

PLACE OF PERFORMANCE

* = Required Field FedBizOpps Amendment to a Previous Combined Solicitation Rev. March 2010 S

DALLAS FORT WORTH NATIONAL SHRINE

FY19 RAISE AND REALIGNMENT SERVICES

22556 36C78619Q0246 05-03-2019 N 561730 Department of Veterans Affairs National Cemetery Administration Contracting Services 75 Barrett Heights Road, Suite 309 Stafford VA 22556

KENNETH DOUGHERTY

DALLAS FORT WORTH NATIONAL CEMETERY

2000 MOUNTAIN CREEK PARKWAY

DALLAS, TX

75211

USA

WWW.CEM.VA.GOV

NCA WEBSITE

KENNETH.DOUGHERTY@VA.GOV

CO'S EMAIL

The purpose of this amendment is to address a question from a prospective vendor.

Question: “I can’t tell from the SOW if the underdrains are a specific system or just French drains in section 25 and 26. Please advise”.

Answer: There is no specific product requested. Any product that meets the performance requirements will be acceptable. The description is located in Exhibit F:

“B.7. Install 4-inch perforated, (bell and spigot high density polyethylene HDPE) drainage collector pipes along the path staked by the Surveyor to the new transport pipes. The collector lines shall have three (3) rows of circular perforations spaced sixty (60) degrees apart, smooth interior walls, triple-wall construction with corrugated structural core, and meeting ASTM F810, including crushed, screened, and washed stone backfill. Place geotextile filter fabric on top of the gravel backfill, and place at least two inches of concrete sand (as a choking course) according to the contract drawings and specifications”

End of Document