0001_Attachment F - Pre-Proposal Responses.pdf
PDF 100 KB Posted
- Attached to
- PIERS 15 AND 14 - REPAIR CLEATS AND BOLLARDS
- Solicitation number
- N4008524R2609
About this file
This document contains responses to questions from potential offerors on a federal solicitation for repairs to Pier 14 cleats and bollards. The solicitation is identified as N4008524R2609 and is open only to Small Business Multiple Award Construction Contractors in the Hampton Roads area of Virginia. Questions addressed include clarifying embedment depth requirements for reinforcing steel, guidance on pricing proposal forms, clarification on tidal datum information, potential water access during construction, and installation details for cleats not receiving new concrete foundations. Procurement of cast steel cleats and bollards must comply with Buy America Act requirements. Offerors are advised to coordinate construction scheduling with the Naval Facilities Engineering Command Construction Manager and Joint Expeditionary Base Little Creek-Fort Story Port Operations.
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Page Section Para.
1 03/0724 S-301 B1 Detail states to "SEE NOTE 3 (BOTH SIDES)". Sheet notes do not show a
Note 3. Please provide.
PRIOR TO CONCRETE CHIPPING, SAWCUT 1" DEEP ON 3 FACES OF EXISTING CURB
TO ESTABLISH DEMO LIMITS. EXISTING LONGITUDINAL REINFORCING TO
REMAIN.
2 03/0724 S-301 C3,A3 C3 states for 8" embedment of reinforcing steel. A3 calls for a 6" embedment.
Please clarify. C3/S301 is incorrect and should read as 6" embedment.
3 03/0724
Attachment G
In previous Price Proposal Forms, a CLIN has been designated to include the entire cost of the work including the Base Price. This allows the contractor to place activities that affect all bid, such as mobilization, into said CLIN. Can the Navy provide this for the contractor?
Please see updated Price Proposal Form per Amendment 0001
4 03/0724 S-001 Note 3 Bid Notes
Note states for contractor to be responsible for estimation of tides. The datum plane is provided but no elevations are provided on the DWG to show datum in relation to elevation. Please provide.
Top of Pier Deck is +10.12' above MLLW
5 03/0724 Ships are currently docked alongside Pier 14. Will the contractor have unimpeded water access to the Pier during construction? Please advise.
Level of access unknown due to unknown PortT OPS schedule. Contractor to coordinate construction schedule with NAVFAC Construction Manager and JEBLCFS Port OPS.
6 03/0724 S-101
4 of the 13 Cleats will not have their concrete foundations replaced and will have new holes coredrilled for the anchor bolts. As such, there will be no recess pocket on which to grout the cleats. Please advise on how to approach the cleat base.
C15, C16, C17 and C18 will bear directly on the existing concrete deck of the mooring platforms and will not have a recessed grout pocket. Cleat will be through bolted to bottom side of deck as shown on A4/S304.
7 3/4/2024 6 01 33 00 1.5.3.3.2 Are there any restrictions on the country of origin of the bollards and cleats? Procurement of the cast steel cleats and bollards are subject to Buy America Act requirements
Pre-Proposal Inquiry Submission Form: N4008524R2609, Pier 14-Repair Cleats and Bollards
RFI No. Date Submitted REFERENCE QUESTION GOVERNMENT RESPONSE
Sheet1
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