0005_Pre-Proposal Inquiry Responses Rev_2.pdf

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. 1

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. 1

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 1

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. 1

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. 1

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 1

8 3/21/2024

Having requested multiple prices from domestic suppliers of cleats and bollards, the quotes we have received have very long lead times which will not give the contractor enough time to complete the job by 182 days after award.

Please provide a vendor that will satisfy this time frame. If one is not available, we are requesting an extension of Completion of Work by a minimum of 3 months to account for submittals, approval, shop drawings, fabrication, painting and delivery of the mooring fixtures. Please see updated Price Proposal Form and General Requirements per Amendment 0002 2

4/23/2024 Attch. 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 items, such as mobilization, into said CLIN. Can the Navy provide this for the contractor?

Please use the Price Proposal form provided, no additional clins will be added.

4/23/2024

Will Option 1 be awarded the same time as the Base Bid? If not, how many days does the Navy have to Award Option 1 after the Base Bid has been awarded?

The Government does not know when or if Option 1 will be awarded. Please see Price Proposal Form_REV3, general bid notes, b, "The Government reserves the unilateral right to award Line Item 2 to the Contractor at the proposed price within 365 calendar days after the contract award." 5

4/23/2024

S-305 A1 Is the contractor to replace the 7 EA pipe bollards on Pier 15? Please provide specifications on pipe bolllards.

Yes, 7 pipe bollards are to be replaced on Pier 15. The pipe bollards are to be 4.5" Outside Diameter (O.D.) and 4.03" Inside Diameter (I.D.) as specified in AISC Steel Construction Manual, 15th Ed. for 4" Std. Pipe. The height shall match the adjacent bollards (approx. 37") 5

12 4/23/2024 S-305 A1 What is the length of the 4" dia. Pipe Bollards? What is the thickness of the Pipe?

The pipe bollards are to be 4.5" Outside Diameter (O.D.) and 4.03" Inside Diameter (I.D.) as specified in AISC Steel Construction Manual, 15th Ed. for 4" Std. Pipe. The height shall match the adjacent bollards (approx. 37") 5

4/23/2024

Gen. Req Will the contractor be able to work on both Piers simulataneously if Option 1 were to be awarded? Assume work will be performed and completed on Pier 15 before progressing to Pier 14. Contractor and Contracting Officer to coordinate pier outages with Port Operations. Port Operations may allow for simultaneous Pier outages depending on schedule. 5

4/23/2024

Attch. G

Due to the larger scope of work on the Base Bid of Pier 15, and the possibility of having to do Pier 14 Option work concurrently with the Base Bid due to limited resources, we are requesting an extension of the work completion by 6 months.

The current time for completion for the base period is 270 calendar days, if Line Item 2 (Option 1) is exercised, a separate contract completion date will be established for this work only 5

Pre-Proposal Inquiry Submission Form: N4008524R2609, Pier 15 and 14-Repair Cleats and Bollards

Amend No.

PPI

No.

Date Submitted

REFERENCE

QUESTION GOVERNMENT RESPONSE