Inactive Service-Disabled Veteran-Owned Small Business (SDVOSB) Set-Aside (FAR 19.14)

Culvert Replacement on CJAGJMTC, Ravenna OH, 44444 Category: Y –Construction of Structures and Facilities—Solicitation Date Published: July 31 2020 Contact: Contracting Division, USPFO-OH, 2811 West D... Culvert Replacement on CJAGJMTC, Ravenna OH, 44444 Category: Y –Construction of Structures and Facilities—Solicitation Date Published: July 31 2020 Contact: Contracting Division, USPFO-OH, 2811 West Dublin-Granville RD, Joint Force Headquarters, Columbus OH, 43235, POC Bradley Wahl. Email: Bradley.a.wahl.civ@mail.mil. Contract officer, Joshua Huber: joshua.s.huber5.mil@mail.mil Synopsis: Camp James A. Garfield Joint Military Training center is seeking work to repair the multiple failed culverts along the southern portion of our perimeter road, as well as several large roadway culverts inside the post. These culverts and road way sections will be brought back to a functioning status allowing safe travel across Camp James A. Garfield and patrolling along the perimeter road. This project shall be completed in accordance with the standards and specifications provided by Camp James A. Garfield’s Department of Public Works. Project Scope. Project site is located on the Camp James A. Garfield Joint Military Training Site (CJAGJMTC), 8451 State Route 5 Ravenna, Ohio 44266. CJAGJMTC is requiring the removal and replacement of approximately a dozen culverts on the base. Each culvert is slightly different but an example of the work to be done is listed below. See attached Statement of Work for detailed description of each Culvert Section. The culvert replacement in this section involves the removal of the existing pipe culvert and replacement with a 36’’ diameter culvert using the following criteria: • Existing culvert will be excavated and set aside for CJAG DPW. • In preparation for new culvert emplacement, re- grade the earth and gravel base under the culvert, adding material as needed, to achieve a positive slope for drainage. Minimum of 1/4" - 1/2" (2% - 4%) of fall per foot of pipe. • Emplace new culvert with length adequate to receive and discharge water from logical points on either side of the roadway depending on bank slopes. • Add Headwalls (HW-2.1 Half Height Headwalls) to the inlet & outlet sides of the culvert as well as 4-5 ton of Rip-Rap (Type-C) on the inlet & outlet side of said culvert. • Backfill a minimum of 1/2 pipe diameter or 12", whichever is greater, on top of culvert crown with ODOT #304 stone. Place stone in 2" loose lifts and compact with 12" hand tamper. After 4" of cover has been obtained, a mechanical, walk behind tamper may be used. Place ODOT approved backfill from the top of the #304 above the pipe to the sub base (12" below finished grade) of the roadway. • Add 8" of #2 limestone in 4" lifts, compacting each lift. • Add 4" of #304 limestone up to specified finished grade and compact. Vegetation clearing outside of the work area will be the minimum required to facilitate access to the work area. Vegetation clearing will comply with the Environmental Procedures regarding size, seasonal restrictions, and protection of nesting birds, bats, and other species. All areas disturbed by construction shall be reseeded and mulched and a grass cover established as required in the Environmental Procedure This solicitation is set aside for Service Disabled Veteran Owned Small Businesses(SDVOSB). In the event adequate SDVOSB contractors are not available for adequate competition for this project, it may be advertised as unrestricted. Information shall be provided via email to: Bradley.a.wahl.civ@mail.mil. Include the following in the subject line- CULVERT W9136420R0004. No facsimile responses will be honored. Site Visit Information: UPDATE: SECOND SITE VISIT OPPORTUNITY ADDED! When: August 24 2020 at 10:00 Contact Hugh Holley for base access if you were not able to attend the first site visit. Those who attended the first site visit and want to attend the second site visit - we have your information already and will give it to the gate guard so you should be able to get onto the gate on Monday as well. UPDATE: NEW MAP ADDED For those who attended the first site visit, a map was handed out showing the locations of the culverts. This has been updated (see attached). Please use this map instead and discard the previous version. UPDATE: BID OPENING INFORMATION No bids will be accepted via Email. Live bid opening is August 31 2020 at 1:00 pm at CJAGMTC. Drop bids off in front of office (8451 SR 5, BLDG 1068) where we met for the site visits by 1300 on that date. Box will be available starting at 1100 that day. Bids will be opened at 1300 under the Solar Canopy across from the office. First Site visit information When: August 13 2020 at 1000 Meet at BLDG 1000, CJAGMTC, Ravenna OH Attendees must coordinate and confirm their arrival at least 2 business days prior Contact: Hugh Holley or SGT Grant Stoner Hugh Holley PH: 614-336-4306 or Cell: 330-398-8623 Email: hugh.r.holley.nfg@mail.mil SGT Grant Stoner Engineering Technician Camp James A. Garfield JMTC 8451 SR 5, BLDG 1068 Ravenna, OH 44266 (614) 336-6580

Inactive

Culvert Replacement on CJAGJMTC, Ravenna OH, 44444 Category: Y –Construction of Structures and Facilities—Potential Sources Sought Date Published: June 24, 2020 Contact: Contracting Division, USPFO-OH... Culvert Replacement on CJAGJMTC, Ravenna OH, 44444 Category: Y –Construction of Structures and Facilities—Potential Sources Sought Date Published: June 24, 2020 Contact: Contracting Division, USPFO-OH, 2811 West Dublin-Granville RD, Joint Force Headquarters, Columbus OH, 43235, POC Bradley Wahl. Email: Bradley.a.wahl.civ@mail.mil. Contract officer, Joshua Huber: joshua.s.huber5.mil@mail.mil Synopsis: Camp James A. Garfield Joint Military Training center is seeking work to repair the multiple failed culverts along the southern portion of our perimeter road, as well as several large roadway culverts inside the post. These culverts and road way sections will be brought back to a functioning status allowing safe travel across Camp James A. Garfield and patrolling along the perimeter road. This project shall be completed in accordance with the standards and specifications provided by Camp James A. Garfield’s Department of Public Works. The purpose of this synopsis is to gain knowledge of potential sources for this project including interested Small Business sources. This notice is for planning purposes only. All interested parties should respond. USPFO-OH intends to issue a solicitation and award of a contract to “Culvert Repair on CJAGMTC”. Project Scope. Project site is located on the Camp James A. Garfield Joint Military Training Site (CJAGJMTC), 8451 State Route 5 Ravenna, Ohio 44266. CJAGJMTC is requiring the removal and replacement of approximately a dozen culverts on the base. Each culvert is slightly different but an example of the work to be done is listed below. The culvert replacement in this section involves the removal of the existing pipe culvert and replacement with a 36’’ diameter culvert using the following criteria: • Existing culvert will be excavated and set aside for CJAG DPW. • In preparation for new culvert emplacement, re- grade the earth and gravel base under the culvert, adding material as needed, to achieve a positive slope for drainage. Minimum of 1/4" - 1/2" (2% - 4%) of fall per foot of pipe. • Emplace new culvert with length adequate to receive and discharge water from logical points on either side of the roadway depending on bank slopes. • Add Headwalls (HW-2.1 Half Height Headwalls) to the inlet & outlet sides of the culvert as well as 4-5 ton of Rip-Rap (Type-C) on the inlet & outlet side of said culvert. • Backfill a minimum of 1/2 pipe diameter or 12", whichever is greater, on top of culvert crown with ODOT #304 stone. Place stone in 2" loose lifts and compact with 12" hand tamper. After 4" of cover has been obtained, a mechanical, walk behind tamper may be used. Place ODOT approved backfill from the top of the #304 above the pipe to the sub base (12" below finished grade) of the roadway. • Add 8" of #2 limestone in 4" lifts, compacting each lift. • Add 4" of #304 limestone up to specified finished grade and compact. Vegetation clearing outside of the work area will be the minimum required to facilitate access to the work area. Vegetation clearing will comply with the Environmental Procedures regarding size, seasonal restrictions, and protection of nesting birds, bats, and other species. All areas disturbed by construction shall be reseeded and mulched and a grass cover established as required in the Environmental Procedures The magnitude of this project is between $300,000 and $900,000. All interested concerns will provide this office, in writing, a notice stating their positive intent to submit a proposal as a prime contractor no later than 26 June 2020. This notification, which shall not exceed five typewritten pages, must include (1) positive statement of intent to bid as a prime contractor, and (2) a completed and signed Source Sought Information Request Form (see attached) and (3) A listing of projects completed during the past three years, both for government and private industry. The type of project, dollar value, Contract number, location, and Point of Contact are to be included. Indicate if you were prime or subcontractor, and if subcontractor, provide the name and point of contact for the prime contractor. (4) A brief outline of resources, subcontractors, and key personnel that would be used to accomplish the contract. In the event adequate Small Business contractors are not available for adequate competition for this project, it may be advertised as unrestricted. Information shall be provided via email to: Bradley.a.wahl.civ@mail.mil. Include the following in the subject line- Sources Sought CULVERT W9136420R0004. No facsimile responses will be honored.