21R1303_Notice22-Issued.pdf
PDF 377 KB Posted
- Solicitation number
- N62742-21-R-1303
About this file
This document provides questions and answers related to solicitation number N62742-21-R-1303 for the J-301 GOJ-Consolidated Headquarters project at Naval Support Activity, Marine Corps Base Guam. The solicitation is for the construction of a consolidated headquarters facility consisting of reinforced concrete with all required components to meet Guam earthquake and environmental conditions and applicable Unified Facility Criteria. Support facilities include utilities, site improvements, an emergency generator, access roads, parking, and incidental related work. The project will be executed using a Design-Bid-Build approach.
The questions and answers clarify that quantities in SLINs 0001AE and 0001AF for over-excavation and replacement are inclusive of any temporary slopes, benching, or other means of accessing the required 15 feet of excavation below the existing building footprint. Additionally, all costs for munitions and explosives of concern/material potentially presenting an explosive hazard clearance should be included in SLIN 0001AB rather than re-measured in the over-excavation SLINs.
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Other files
| File | Type | Posted |
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| 21R1303_Amd0021-Issued.zip | ZIP file | |
| 21R1303_Notice23-Issued.pdf | ||
| 21R1303_Amd0020-Issued.pdf | ||
| 21R1303_Notice21-Issued.pdf | ||
| 21R1303_Amd0019-Issued.pdf | ||
| 21R1303_Notice20-Issued.pdf | ||
| 21R1303_Amd0018-Issued.zip | ZIP file | |
| 21R1303_Amd0017-Issued.zip | ZIP file | |
| 21R1303_Notice19-Issued.pdf | ||
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| 21R1303_Notice17-Issued.pdf | ||
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| 21R1303_Amd0015-Issued.pdf | ||
| 21R1303_Amd0013-Issued.pdf | ||
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| 21R1303_Amd0003-Issued.zip | ZIP file | |
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Text version
DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND PACIFIC
258 MAKALAPA DR STE 100
PEARL HARBOR HI 96860-3134
RFP N62742-21-R-1303
Notice No. 22
Notice No. 22 22 Aug 2022
PRE-PROPOSAL QUESTIONS & ANSWERS
RFP N62742-21-R-1303
WON 1639790, J-301 GOJ – CONSOLIDATED HEADQUARTERS,
U.S. NAVAL SUPPORT ACTIVITY (NAVSUPPACT),
MARINE CORPS BASE (MCB) GUAM
NOTE: The following questions and answers are provided for INFORMATION ONLY. The RFP remains unchanged unless it is amended in writing on a Standard Form 30.
260. AMD 0018 Document SF 1442 (Page 3 of 5) and AMD 018 Drawing CD100 - Over
Excavation Under Building Temporary Slope and Benching Excavation Quantity
Amendment 0018, Drawing CD 100, Detail A4, Inset 1 – Over excavation Under Building illustrates the need to remove a portion of the building footprint up to 15’ below existing & replace with a layered combination of satisfactory & structural fill. The resulting quantity of over excavation and replacement becomes the unit of measure for items SLINS 0001AE and 0001AF.
The detail is accompanied by the notation that “Temporary slope & benching to be determined by the contractor as required by specification section 31 23 00.00 20 and by extension would equally apply to the method & mean of accessing the 15’ deep over excavation.
1. Will the entire quantity of excavation needed to form temporary slopes, benches and ramps be included in the volume measure of SLINS 0001AE and 0001AF?
2. The depth of over excavation will extend below the surface 4’ ft. layer of material cleared of MEC & MPPEH. Is the intention to include the cost of anomaly avoidance of the subsequent depth in the re-measured SLINS for over-excavate or in the Lump Sum MEC/MPPEH SLIN item 0001AB?
ANSWER:
1. The quantities noted in SLINS 0001AE and 0001AF are inclusive of temporary slope, benching, etc. Actual over-excavation quantities will be based upon Contractor’s means and methods.
2. All MEC/ MPPEH clearance costs should be in SLIN 0001AB.
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