12.b Amendment 0001 for IFB 70Z0G121BPRV14100.pdf
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- Solicitation number
- 70Z0G121BPRV14100
About this file
This document contains details for a federal solicitation seeking maintenance and repair services for a United States Coast Guard facility. The solicitation includes one base bid item and three optional bid items for replacing dock infrastructure, bulkheads, lighting, and conducting shoreline repairs at Coast Guard Station Eatons Neck in New York. Bids are due by September 2nd, 2021 with award anticipated in mid to late September. The estimated value is between $1 million to $5 million. The base performance period is 340 calendar days from notice to proceed, extendable up to 60 additional days if options are exercised after award. The solicitation is designated as 100% set-aside for small businesses with a NAICS code of 237990 and size standard of $39.5 million.
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Continuation Sheet Page 2
IFB 70Z0G121BPRV14100
Amendment 0001
08/25/2021
MAJOR M&R WATERFRONT (FY21 CPOP) AT USCG STATION EATONS NECK,
NORTHPORT, NEW YORK (SUFFOLK COUNTY), PSN 10107427
RESPONSES TO RFI QUESTIONS:
Question 1 (Q1): For Optional Bid Item 2: do you foresee there being enough existing riprap to meet the requirements of the proposed reconstruction of the revetment? If not, would you be able to give an approximate value to how much additional would be needed?
Response 1 (R1): Existing onsite revetment riprap may be utilized as Riprap and Riprap Bedding Stone for the reconstructed revetment so long as it meets the requirements of Section 31 00 00, EARTHWORK. The quantity of existing revetment riprap is estimated to be no more than 10 CY.
Accordingly, imported Riprap and Riprap Bedding Stone is anticipated to be required to meet the specified dimensions and gradation of the reconstructed riprap revetment. Photos of the existing revetment are provided on Drawing C-901 and the approximate extents of the existing revetment are provided on Drawing C-103.
Q2: For Base Bid Item 1: can 12.75x0.500 piles be used instead of 12.75x0.625? The 0.5” thick piles are likely more readily available than the 0.625”.
R2: The specified pile wall thickness is required for design and may not be reduced.
- End of Responses to RFI Questions –
ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED
| 2021-08-25T08:43:51-0400 | |
| LEUNG.SIMON.W.1242822982 |
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