RFI_17.pdf
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- Attached to
- REPLACE FIRE STATION Federal contract opportunity
- Solicitation number
- W50S8R-20-B-0001
About this file
This solicitation notice seeks bids for a project to replace an existing fire station at Mansfield Air National Guard Base in Ohio. The project includes construction of a new aircraft rescue and firefighting facility to provide emergency response services for the airfield and installation aircraft. Optional bid items include concrete paving and four-fold apparatus doors. The solicitation will be evaluated without discussions and awarded to the responsible bidder in accordance with FAR 14.101. The project is set aside for small businesses with an estimated value between $10-20 million. Interested contractors are encouraged to attend the pre-bid conference on November 5th and submit bids by November 26th. The solicitation and plans are available on FedBizOpps.
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Text version
REQUEST FOR INFORMATION
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From: Date:
11/19/2019
To: Contracting Officer
Gordon Strom
1. Solicitation Number:
W50S8R-20-B-0001
2. Location of Project:
Fire Station - Mansfield Ohio ANG
3. Information Requested: (Include Specification Section and/or Drawing Number and Page if inquiring about a discrepancy)
1. S-111 and A-111 – Walls
Structural floor plan S-111 does not seem to be coordinated with Architectural Floor Plan
A-111. The center structural CMU wall supporting the W21x68 beams on sheet S-111 does not match the location shown on A-111. Please confirm that the location of the 8” CMU support wall is correct on sheet S-111 and not as shown on A-111.
2. S-122 – Please confirm that the structural steel support required for the bridge crane in Bid option for is to be included in Bid option 4 and not part of the base bid.
3. S-122 – Please provide addition information on the joist girders shown on Sheet S-122 supporting the 16k bar joists
4. S-521 Detail 7 Man Door Canopy. As per coded notes #7 and #8, the plates are to be
Stainless Steel. General note states that all components are to be hot dipped galvanized.
Please confirm that the plates noted in #7 and #8 are the only steel items within this detail that are Stainless steel and the rest is galvanized.
Attachments:
Date Response Required:
By:
Title:
Requestor's FAX Number:
Requestor's Telephone Number:
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To:
Date:
Response:
1. Bearing wall type supporting the W21x68 girders is per S‐111.
Non‐bearing walls are as shown on A‐111.
2. Correct, the steel support is part of bid option 4. The joists supporting the bridge crane shall be designed for the weight of the bridge crane, regardless if the bridge crane option is executed.
3. Refer to specification section 05 21 00 and General Structural Notes
S‐003. Initial joist girder depth assumed as basis of design is 48”.
4. The plates will be stainless steel, the structure is galvanized steel epoxy painted.
This information is a clarification of the solicitation/contract and does not change the contract terms or conditions.
This information is a proposed change to the solicitation/contract. An amendment will be issued.
Contracting Officer:
File details come from the government source that posted it. Updated .