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FBO DAILY - FEDBIZOPPS ISSUE OF JULY 24, 2014 FBO #4625
DOCUMENT

Y -- FORT SILL NATIONAL CEMETERY NRM Project 920-14-201: “Repair Site Concrete,” Fort Sill National Cemetery - Attachment

Notice Date

7/22/2014
 

Notice Type

Attachment
 

NAICS

238110 — Poured Concrete Foundation and Structure Contractors
 

Contracting Office

Department of Veterans Affairs;NCA Contracting Service;75 Barrett Heights Rd. Suite 309;Stafford VA 22556
 

ZIP Code

22556
 

Solicitation Number

VA78614R0271
 

Response Due

8/12/2014
 

Archive Date

9/26/2014
 

Point of Contact

KENNETH M. DOUGHERTY
 

E-Mail Address

CO'S EMAIL
(KENNETH.DOUGHERTY@VA.GOV)
 

Small Business Set-Aside

Service-Disabled Veteran-Owned Small Business
 

Description

VA786-14-R-0271 Pre Solicitation Notice for Concrete Repair Services For Fort Sill National Cemetery, Elgin, Oklahoma 73538 This solicitation is a reissue of RFP VA786-14-Q-0216 RFP VA786-14-R-0271 - The contractor shall furnish all labor, material, supplies, equipment, tools, transportation, and supervision to replace various sections of existing pedestrian sidewalk, cut and replace sections of rolled curb, install new expansion joints, and restore existing expansion joints as described herein at the Fort Sill National Cemetery, as required by drawings and specifications, and per applicable standards and requirements. 1. Contractor shall demolish and remove: 1) a 10-foot wide, 97-foot long curved section of existing pedestrian pavement, with an inside radius of 20 feet to adjacent to the Podium Area wall; 2) a section of existing pedestrian pavement measuring approximately 100 square feet, bounded on two sides by expansion joints at the Columbarium plaza, including removal and reinstallation of a bench; and 3) a small section of combined curb and gutter and adjoining asphalt road, including necessary saw cutting. The thickness of the existing concrete pedestrian pavement is approximately 4 inches; the thickness of the existing gutter is 6 inches with a 4-inch mountable curb. Sections identified for removal shall be removed to the nearest existing expansion joint or saw cut at a location as identified by the COR. 2. For the pedestrian pavement, remove up to 4 inches of base material (removal depth depending on existing pavement thickness) and recompact the subbase; for the asphalt road, remove up to 8 inches of base material and recompact the subbase. Haul away and dispose of all removed material at an approved off-site disposal location. 3. Place and compact 4 to 8 inches of lime treated aggregate base material in preparation for the placement of new concrete or asphalt. 4. Place 4000 psi concrete (4-inch minimum thickness) with 6" x 6" W 1.4 x W 1.4. Install expansion joints and control joints according to the scoring plan. Provide a finish surface on new concrete surfaces to match existing concrete, grade, finish patterns and per specifications. 5. Install dowels l8" o.c. between existing and new concrete at all expansion joints; work includes drilling into existing concrete to receive dowels. 6. Thoroughly clean, restore, and seal all existing elastomeric expansion joints, totaling approximately 180 feet, at the US flag pole and service medallion wall areas. Restoration shall include complete removal of existing sealant and replacement of existing mineral fiber joint filler material. The existing joint sealant shall be removed as much as possible including abrasion of the concrete substrate, cleaning the joint with compressed air and "two-cloth" method solvent cleaning. Any abrasion shall not substantially increase the width of the joint. 7. Prepare concrete substrate and install new sealant per manufacturer's installation instructions and recommendations. The joint sealant shall be a multi-component polyurethane product conforming to ASTM C-920. The sealant shall be Grade P (pourable) for all flat, horizontal surfaces and Grade NS (non-sag) for the curb/gutter repair. The sealant shall be rated for traffic use and a minimum of Class 25. 8. Haul away & dump debris and waste to an approved disposal site. 9. Thoroughly clean up the work area at the end of each day's work, and at completion of the project. Leave premises clean and free of waste, scrap, used equipment, or other material intentionally or incidentally delivered to the site by Contractor or Contractor's personnel. 10. It is the Contractor's responsibility to make a site visit to obtain all measurements and quantities of the existing pavement areas requiring repairs in this contract before remitting his/her bid/cost proposal. No separate payment for the work will be made; the cost shall be included in the Contractor's cost proposal. The contractor will have 60 days to complete the project after receiving the notice to proceed. This acquisition is for a 100% Service Disabled Veteran Owned Small Business Set-Aside. North American Industrial Classification System (NAICS) Code 238110 is applicable. Please reference Solicitation Number RFP VA786-14-R-0271 on remittances. An electronic solicitation will be available for download from www.FedBizOpps.gov on or about July 22, 2014. Responses to the solicitation are due by 2:00 p.m., August 12, 2014. Offerors are advised that they are responsible for obtaining amendments to the solicitation which is available at Fed Biz Opps.
 

Web Link

FBO.gov Permalink
(https://www.fbo.gov/spg/VA/VANCA/VANCA/VA78614R0271/listing.html)
 

Document(s)

Attachment
 

File Name: VA786-14-R-0271 VA786-14-R-0271.docx (https://www.vendorportal.ecms.va.gov/FBODocumentServer/DocumentServer.aspx?DocumentId=1514221&FileName=VA786-14-R-0271-000.docx)

Link: https://www.vendorportal.ecms.va.gov/FBODocumentServer/DocumentServer.aspx?DocumentId=1514221&FileName=VA786-14-R-0271-000.docx

 

Note: If links are broken, refer to Point of Contact above or contact the FBO Help Desk at 877-472-3779.
 

Place of Performance

Address: FT SILL NATIONAL CEMETERY;2648 NE JAKE DUNN ROAD;ELGIN, OK

Zip Code: 73538
 

Record

SN03433470-W 20140724/140722235244-5247d70d8951dae459f31dc3baf44b27 (fbodaily.com)
 

Source

FedBizOpps Link to This Notice
(may not be valid after Archive Date)

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