Amnd 0005 20R4033 FINAL.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 14

AMENDMENT NO. 0005 05/18/20 1634037

ACQ1

NAVAL FACILITIES ENGINEERING COMMAND,

MID-ATLANTIC

9742 MARYLAND AVENUE

NORFOLK, VA 23511-3095

See Item 6

✘ N4008520R4033

03/18/20

N4008520R4033 Design Build Renovation Building 1

The date and the hour for the receipt of proposals remains 3 June 2020 no later than 2:00 pm

(EDT).

See Continuation Page(s)

19-0037 DB Renovation Building 1 Solicitation N4008520R4033 Marine Corps Base Camp Lejeune, North Carolina Amendment 0005

Block 14. DESCRIPTION OF AMENDMENT (cont.)

A. The following provides the Government’s responses to preaward inquiries:

REFERENCE

Page Section Para.

QUESTION GOVERNMENT RESPONSE

N/A N/A N/A Due to the current and ongoing situation with the Covid-19 Virus, please consider an electronic-only submittal. As many employees are 'sheltering in place,' we do not have the printing capabilities available in an office environment.

Propose per the RFP.

Part 3 Chap 4 E (6) Please provide manufacturer & model # for the IPS safe.

Manufacturer and model number for IPS safe is not available at this time.

Part 3 Chap 4 E (6) What is the size and weight of the IPS safe?

The approximate size of the IPS safe is 24'' H x 22'' W x 36 '' D.

The approximate weight of the IPS safe is between 600-800lbs.

Please confirm that the contractor is responsible for design, procurement and installation of the FF&E for Building 1

Confirmed. The Contractor is responsible for design, procurement and installation of the FF&E for Building 1.

Additional information is forthcoming.

If the FF&E is the responsibility of the contractor, please provide additional criteria for the furniture for each type of space in the room requirement sheets.

Contractor is responsible for FF&E. Additional information is forthcoming. Refer to updated Part 3, Chapter 5 and Chapter 6 / E20.

13 Part 3 4.C.2.c. The RFP asked to provide interior design support, procure, and install the FF&E for building 1. Section 6 E10 & E20 refer to a separate FF&E Package that will have the purchase and installation as a separately funded project. Is the contractor to only supply the interior design services in the bid and any procurement and installation services will be part of a separate modification package later?

Currently, the RFP only addresses the interior design services.

Additional information is forthcoming to address the procurement of the FF&E.

16 Part 3 4.E.6 Can you clarify the TBD building that has the Safe? Can you provide more information on the model/size/weight/mounting requirements of the safe?

Location of IPS safe is still to be determined. The approximate size of the IPS safe is 24'' H x 22'' W x 36 '' D. The approximate weight of the IPS safe is between 600- 800lbs.

N/A N/A N/A Due to the current and ongoing situation with the Covid-19 Virus, please consider an electronic-only submittal. As many employees are 'sheltering in place,' we do not have the printing capabilities available in an office environment.

Propose per the RFP.

Part 3 Part 3 page 6 requires a double wide trailer to support Headquarters Staff in Building 13. Will the communications pathway to serve the trailer originate from Building 13 or MH1A? Will both fiber and telephone service originate from these location(s)?

HQ STAFF Trailer shall receive services from Building 13;

MINIMUM (1) Work Area Outlet (WAO) per each wall within trailer. WAOs shall be installed per Base Specification 27 10 00.

Appropriate pathway/duct and cabling from trailer site to Building 13 shall be provided by Contractor.

Part 3 Part 3 page 6 requires a quadruple wide trailer to support G-1 tenants of Building 1. Will the communications pathway to serve the trailer originate from Building 235 or MH203? Will both fiber and telephone service originate from these location(s)?

Quad trailer WILL NOT receive services from Building 235.

Pathway/cabling shall be provided to copper and fiber demarcation locations. Fiber demarcation is MH1-2 at the intersection of Old Bus Station St.

and G St.; ~350' from trailer site.

Contractor shall install 1 1/4" HDPE duct and 12 SM FOC OSP cable from telecommunications room within trailer to MH1-2, terminate fiber in trailer, and provide 60' slack in MH1-2.

Government shall perform splice in MH1-2. Copper demarcation is located at MH3-1, near the corner of McHugh Blvd and F St.

Contractor shall install 4" duct from trailer site to MH2 at corner of McHugh Blvd and G St; ~300'.

Contractor shall install 50 pair 24awg PE-39 OSP copper cable from trailer to MH203 through existing ductbank to MH3-1 via MH3; ~750'. Contractor shall terminate copper cable in trailer and provide 30' slack coil in MH3-1. Government shall perform splice. Contractor shall contact Base Telephone regarding duct assignment prior to installation.

Part 3 Part 3 page 7 requires the trailers to be connected to the existing communications/ fiber network.

What are the pathway requirements to the trailers (i.e. one 4” conduit, etc.)?

Pathway/cabling shall be provided to copper and fiber demarcation locations. Fiber demarcation is MH1-2 at the intersection of Old Bus Station St.

and G St.; ~350' from trailer site.

Contractor shall install 1 1/4" HDPE duct and 12 SM FOC OSP cable from Telecom room within trailer to MH1-2, terminate fiber in trailer, and provide 60' slack in MH1-2. Government shall perform splice in MH1-2. Copper demarcation is located at MH3-1, near the corner of McHugh Blvd and F St. Contractor shall install 4" duct from trailer site to MH2 at corner of McHugh Blvd and G St;

~300'. Contractor shall install 50 pair 24awg PE-39 OSP copper cable from trailer to MH203 through existing ductbank to MH3-1 via MH3; ~750'.

Contractor shall terminate copper cable in trailer and provide 30' slack coil in MH3-1.

Government shall perform splice.

Contractor shall contact Base Telephone regarding duct assignment prior to installation.

Part 3 The communications pathway requirements listed in RFP Part 3, Section G403001 are in variance with the requirements listed in RFP Part 5, Section 338200, paragraph

2.2.4. Please confirm which

requirements are correct.

RFP is correct. Variance identified is (1) 2" between buildings 11 and 27, vice 4".

Variance authorized per TSD.

Part 3 Part 3 page 58 requires the existing UPS in Room 142A to remain in service. Additional information is needed about the existing UPS such as mounting, size, current connection, and type (paralleled or dual corded). The current plans provided do not indicate this information

DOR should visit the site during design to identify requirements.

Part 3 Part 3 page 57, What are the campus/ base requirements for typing the fire alarm system/ mass notification system into the existing base system? Is there an existing fire command center? If so, where is it located? Is there fiber loop or copper hard wire connection?

Mass notification transceiver shall be provided by the Government. Contractor shall provide 120v circuit for transceiver and 1-1/2 conduit from point adjacent to fire alarm control panel to 3’ above roof peak. Contractor shall secure the last joint to ceiling and roof framing. The last section of conduit shall be rigid conduit.

Fire alarm system shall be analog addressable with voice.

Communication utilizes base central reporting system (Surguard III) via DACT over POTS. Contractor shall provide pull stations at all exterior doors and provide audio/visual coverage throughout the entire building.

Fire alarm control panel shall accept a signal from mass communication receiver to enter mass communication mode and play line level audio over speakers and operate strobes.

Part 3 Part 3 page 58, Please provide two-hydrant flow test and indicate which hydrants are to be used.

Provide corresponding lengths and elevations. This will be used for fire protection and plumbing.

Flow test information is not available.

Part 3 Part 3 Part 57, Is new sprinkler design required to meet existing hazards classifications? Certain areas exceed classifications as determined by NFPA 13. If existing fire protection system is to be demo’d, what point shall the system be demo’d to?

Reference Part 3, Chapter 1.A.5.c.

Part 3 Part 3, section D203001 recommends PVC piping for rainwater and sanitary above ground. Are there any noise concerns associated with using this material? If so, we will need to provide insulation, which could affect clearances in ceilings with other equipment/piping/ductwork.

Cast Iron piping is acceptable in lieu of insulated PVC.

Is cast iron piping acceptable for return air plenum areas where PVC is not allowed?

Cast iron piping is acceptable for return air plenum areas where PVC is not allowed.

Part 3 Part 3 page 28 calls for coffee makers in the kitchenettes. Are these coffee makers to be plumbed?

Coffee makers do not require plumbing.

Part 3 Part 3 page 52 calls for ice makers but is not indicated where these are to be provided. Please clarify where these will be installed.

Ice makers for refrigerators are in kitchenettes. DOR to determine kitchenette/refrigerator locations.

Part 3 Part 3 page 51 calls for electric storage water heaters throughout the site. Natural gas is available and recommended for use with HVAC boilers. Please confirm that electric service is preferred.

Electric is preferred.

Part 3 Part 3 page 16 calls for water heaters to be located in Mechanical Closets. Please clarify if these are to include Mechanical Rooms as well or if there are other preferred locations for these.

Locate electric water heaters in mechanical rooms.

Part 6 Part 6, page 2 of Camp Lejeune Mechanical Design Guide recommends that chilled water fan coil units be avoided. The current basement of Building 1 is served by 4-pipe fan coil units. Is there a preferred HVAC system to condition the basements of Building 1?

Contractor shall provide four pipe semi-custom air handling unit per the specifications.

Part 3 Please clarify the SID and FF&E scope of work from both a design and construction standpoint. Part 3 E20 states that "The design and documentation of both [SID and FF&E] will be funded as part of the construction contract. The purchase and installation for the FF&E Package will be funded separately as part of Collateral Equipment."

Contractor is responsible for FF&E. Additional information is forthcoming. Refer to updated Part 3, Chapter 5 and Chapter 6 / E20.

Part 3 Building 1 basement improvements require sheet waterproofing on the exterior basement walls. Several of the basement walls are within the footprint of the building and cannot be accessed from the exterior. What is the Government's intent on these walls?

Please refer to Part 3: How the waterproofing is accomplished is means and methods. The Government provided criteria/parameters/limitations as to what the Contractor can or cannot do. Refer to updated Part 3, Chapter 4.B.4(d). Drill wall(s) that are adjacent to crawl space and/or against soil, inject bentonite waterproofing as recommended by the manufacturer. The Government may consider other methods provided that they are well documented.

Part 3, Part

Part 3 requires a Kitchenette in the EOC which is to be located in the central wing of Bld 1. Attachment 6A in Part 6 only require kitchenettes in the left and right wing, but none in the EOC. Please clarify whether Part 3 or Part 6 takes precedence in this case as well as any other discrepancies that are found.

Part 3 takes precedence over Part

6. See revised Part 6 Attachment A6.

9 Part 3 4.A.2. Since a new SSMR roof was recently installed, can you provide information on how the roofing was installed around the cupola and/or provide pictures?

See attachment titled 19-0037 Building 1 Roof.

9 Part 3 4.A.1.a RFP requires replacement of the exterior windows on building 1 and building 11. We understand the building 1 is historic and wanted to confirm the expectation for the window replacement and SHIPO. Are we to replace the entre existing window including the frame or are we to re-glaze the windows? If replacement of the complete window is required will metal replacement windows (including aluminum) be acceptable from a SHIPO perspective?

Contractor shall replace entire window unit to match existing conditions in compliance with SHIPO. This includes, but is not limited to, frame, trim, screens, color, etc. The Government may accept alternate materials provided that exterior look does not change. SHIPO approval is not needed if repair/replacement matches original appearance.

Approval is required by the BEAP Board.

10 Part 3 4.B. Could you clarify the requirement for a "North Carolina Registered Waterproofing and Structural Consultants"? Is this a registered water proofing consultant as defined by the International Institute of Building Enclosure Consultants or a architect/engineer member of the Waterproofing Contractors Association? I can't find that this is a licensed consultant/contractor in the state of North Carolina.

The requirement is the North Carolina Registered Waterproofing and Structural Consultants as defined by the International Institute of Building Enclosure Consultants.

11 Part 3 4.B.3.c. Is there a reason for requiring a traffic rated catch basin in a location where vehicles cannot travel? Does traffic rated mean pedestrian rated?

Traffic rated in this instance refers to pedestrian rated.

11 Part 3 4.B.4.b. Is there a reason for requiring a traffic rated catch basin in a location where vehicles cannot travel? Does traffic rated mean pedestrian rated?

Traffic rated in this instance refers to pedestrian rated.

11 Part 3 4.B.5.b & c Is there a reason for requiring a traffic rated trench drains at the entry doors, a location where vehicles cannot travel? Does traffic rated mean pedestrian rated?

Traffic rated in this instance refers to pedestrian rated.

11 Part 3 4.B.5.b Is a trench grate required at the building entrances that are raised above ground (stair access) and/or have canopies over the building entrance?

Trench grates are required if trenches are installed near entrances as a drainage feature.

11 Part 3 4.B.5.b Adding trench grates to some of the entrances may require the damage/modification to the existing stone veneer on the stair cases into the building. Is the stone veneer a historical feature of this building and cannot be removed/damaged by construction? Is there a requirement for the replacement of any stone that is cut?

The stone veneer is a historical feature. All damaged stone veneer, including that affected by this renovation project must be repaired and/or replaced to match existing. SHPO approval is not needed if repair/replacement matches original appearance.

Approval is required by the BEAP Board.

14 Part 3 4.C.3.a Are the only offices in the building that require a private bathroom the Deputy Commander and the Commanding General?

Confirmed. The Deputy Commander and the Commanding General are the only offices that require private bathrooms.

65 Part 3 D509002 What is the contractor to do with the existing generator and transfer switch for Building 1? Is this to be disposed of or does the government want us to deliver it to a certain location at Camp Lejeune?

Existing generators and ASTs shall be removed and taken to Shop 82.

10-11 Part 3 4.B.1.f & g On the Left Wing Copper and Fiber Splice Room, is the scope of work limited to replacing the foundation floor and installing a drainage system below the floor? Is the contractor required to excavate under the building and expose all of the walls around this structure (which are supporting the comm wires) and waterproof the walls?

Please refer to Part 3: How the waterproofing is accomplished is means and methods. The Government provided criteria/parameters/limitations as to what the Contractor can or cannot do. Refer to updated Part 3, Chapter 4.B.4(d). Drill wall(s) that are adjacent to crawl space and/or against soil, inject bentonite waterproofing as recommended by the manufacturer. The Government may consider other methods provided that they are well documented.

75 Part 3 & Part 6

G102003 Some of the existing sewer laterals are parallel to the building and in the area that will be excavated to fix the basement flooding issues.

These sewer pipes are greater than 5' from the building and will likely be in conflict with the waterproofing work on the basement. Is this sewer line to be replaced (shown on P-1 in the 86- 9513 renovation plans)

If existing utilities interfere with basement waterproofing/drainage features, then these utilities should be rerouted, or drainage features should be routed to avoid existing utilities.

2 Part 6 Attachment E, M-101

Are we required to renovate the mechanical building that was constructed with the P-1449B Energy Efficiency Improvements project (Walls, Roof, mechanical/Elec system?

Renovate and expand if necessary to house the chilled water distribution system and heating water system.

2 Part 6 Attachment E, M-101

If there is need for additional space due to the mechanical system upgrades, is the contractor supposed to modify the building to fit?

If referring to the mechanical building, the response is yes.

2 Part 6 Attachment A1, A102

Is a restroom or Kitchenette required in the basement area of the right wing (previously plans only showed two sinks)?

No kitchenette or restroom is required in basement.

2 Part 6 Attachment A1, A102

Is there a planned staffing use for the basement area, or is it to be left as Flex office area after the water proofing? There is no reference to it in the Office Space Requirements.

There is no planned staffing/office use for the basement area. The basement post-renovation is best classified as flex space.

2 Part 6 Attachment A1, A102

Is a barbershop space to be provided in the basement upon renovation?

There is no planned staffing/office use for the basement area. The basement post-renovation is best classified as flex space. The barbershop space will not be returning to the basement.

5 Part 6 Attachment G2, C-3

Do we need to demo the old areaway concrete that was left in place and backfilled with dirt where windows used to be in the basement area (Detail 4 Sheet C-3, section referenced on sheet A-3)?

Yes, concrete will need to be demolished to perform work.

5 Part 6 Attachment G3, C-4

The 2006 EOC addition to building 1 on sheet C-4 shows an existing stormwater lift station on the right side of the new Building addition. I could not find any information on this lift station in the preceding 1986 renovation plans. Can you provide plans for this lift station and the piping that is running to/from it?

The piping does not match the piping layout from through 1986 or the 1941 plan sets.

All available as-builts have been provided.

10 Part 6 A1, Drawing A110

Could you clarify the detail #6 on the Cupola Base at SSMR-Reno detail? The text is overlapping and cannot be read.

Revised sheet provided in Amendment 0004.

51 Part 6 Attachment G2, P-3

On the left wing, there is an existing sewer line that goes beneath the telecom basement room. If this is in conflict with the existing electrical equipment to remain, is the contractor to leave it in place or abandon in place/reroute?

Contractor shall remove and replace existing utilities within 5 feet of the building Refer to Part 6, G102003.

72 Part 6 Attachment G2

Is the existing transformer at the site still a 500kVA transformer as shown in the Attachment G2 documents (sheet E-9)? The videos did not show this area well enough to verify. A picture of the nameplate would answer the question.

Image of nameplate provided.

1-11 Part 6 Attachment G4

Asbuilts provided for the 2009 P- 1449B energy efficiency improvements do not provide any information on the structural or architectural design of the small building that has the potential to be modified to install the new Chiller equipment. They only included the mechanical and electrical asbuilts.

Can you provide the building asbuilt information?

As-built information provided.

1-11 Part 6 Attachment G4

Does the mechanical building constructed in the attachment G4 contain a fire sprinkler system or fire control panels?

Contractor to determine post-award.

Part 6 Attachment G1, G2, G3, G4

I cannot find any fire protection plans for Building 1 in the Part 6 asbuilts. Can you provide the asbuilts of the installed system?

All available as-builts have been provided.

Part 6 Attachment G4

Please provide photos of the Mechanical building in attachment G4?

As-built information provided.

Amendment 1 Some of the areas of building 1 are missing from the photos and videos that were provided by the Government. Please provide pictures or videos of the following rooms based on the attachment G2 room numbers: 009, 010, 115, 120B, 122, 123, 138, 139, 134, 135, 136, 213, 214, 215, 216. In the attachment G3, the room 107 is missing. Please let us know if some of these are secure rooms and photos cannot be provided (such as room 009).

No additional photos and videos will be provided. Propose per the provided specs / plans.

Amendment 1 After reviewing the videos, it appears that there have been modifications in certain areas of building 1 between the major renovation in attachment G2 and today. The 1st floor left wing (125, 137, 140, 141, 142, 143, 144, 147, 154, 155, 156, 157) and right wings (109, 113, 118, 119) have the most changes (offices instead of open areas, MCCS offices). The right wing basement area has been renovated (002, 003, 004, 005, 006) and the 2nd floor (235, 236). Please

All available as-builts have been provided.

provide asbuilts of those renovations?

PDF

Page

Part 6 Attachment G1

In reviewing the existing drawings (Part 6 - G1 - PDF page 14) for the Right Wing Basement and West Wing Basement, it appears that the basement slab is also the foundation of the basement (i.e. a mat-type foundation) The Right Wing Basement appears to have internal bearing walls that are supported by this slab. The RFP (Part 3 - 4.B.1.d) requires removal of the slab and 12” of soil and replacement with a gravel layer and new slab. This does not seem possible given that there would then be no support for the interior walls.

Will the government consider an alternate method of treating the reported flooding condition?

Alternative methods of treating the reported flooding condition will be considered.

Part 3 requires demolition of the existing slab in both wings of the basement. Upon review of the as-built drawings, the basement slab in the right wing is a 24" structural mat slab, which supports the building above. There are no spreade or strip footings, the slab itself supports the building.

Removal of this slab will require a significant amount of work to temporarily shore the building, likely requiring micropiles or some other method to maintain the integrity of the structure above while the foundation is not in place.

Please confirm demo of the slab is not explicity required as long as a complete waterproofing system is designed and installed.

Slab demolition is not explicitly required as long as a complete waterproofing system is designed and installed

B. This amendment incorporates the following updated attachments:

1. Part 3

i. 19-0037 PART 3 BLDG 1 RENOVATION REVISED V2

2. Part 6

i. 19-0037 BLDG 1 AND BLDG 11 - OSP AND PATHWAY

REQUIREMENTS

ii. 19-0037 BLDG 1 RENO - EXISTING TRANSFORMER

iii. 19-0037 BLDG 1 RENO – OSP

iv. 19-0037 BLDG 1 RENO - QUAD TRLR SITE

v. 19-0037 Building 1 Roof

vi. 19-0037 ElectricalPolicies 2020_v20200504

vii. Building 11 Asbestos & LBP Assessment

C. All other contract terms and conditions remain unchanged.