S06_VA STD DWG 32 12 16-04_RFI_7.pdf
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- Solicitation number
- 36C24225R0045
About this file
This document is a Request for Proposal (RFP) for a boiler plant upgrade project at the Northport VA Medical Center in New York. The solicitation is a 100% set-aside for Service-Disabled Veteran-Owned Small Businesses (SDVOSB) with a project magnitude between $20-50 million and a completion time of 1,092 calendar days. The project involves comprehensive upgrades to an existing boiler plant installed in 1968, including constructing temporary steam generation capabilities, removing existing systems, installing new boilers, pumps, piping, and ancillary equipment, and renovating the boiler plant building interior and exterior.
Key details include a solicitation number of 36C24225R0045, a NAICS code of 236220 with a small business size standard of $45M, and a site visit scheduled for June 16, 2025 at 11:00am EST. The deadline for questions is June 23, 2025 at 2:00pm EST, and proposal submissions are due by July 9, 2025 at 11:00am EST. The contract will be awarded using a Best Value tradeoff process, with technical capability and past performance being equally important factors. Proposals must include detailed information on management approach, experience, past performance, and a comprehensive project schedule.
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Text version
GENERAL NOTES
1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN
ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.
2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND
SHALL BE PER SECTION XXX.
3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION XXX.
4. THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2
TRENCHES.
5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX.
6. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION XXX.
7. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION XXX.
8. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION
XXX FOR THE TYPE SPECIFIED.
9. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION XXX FOR THE TYPE SPECIFIED.
10. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL
BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION XXX.
DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS:
PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING
6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm]
11. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE
ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm].
TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER.
12. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TO
ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP. TIE BARS SHALL BE ANCHORED
WITH AN APPROVED HIGH VISCOSITY EPOXY.
13. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS
LESS THAN 6 FEET [1829mm] AT ITS NARROWEST WIDTH, REMOVE AND REPLACE THE
EXISTING CONCRETE TO THE JOINT.
SCALE :
CAD DETAIL NO.: DATE ISSUED:
DETAIL TITLE / UTILITY TRENCH PATCH NOTES
SD321216-04.DWGDECEMBER 2008
NONE
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