amendment of solicitation/modification ... - nc.gov

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

30-105-04EXCEPTION TO SF 30APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)Prescribed by GSAFAR (48 CFR) 53.243

Please see continuation page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 21

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

16C. DATE SIGNED

BY 16-Oct-2019

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008519R9048

X 9B. DATED (SEE ITEM 11)17-Sep-2019

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 you 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 APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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.

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

10A. MOD. OF CONTRACT/ORDER NO.

0009

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

16-Oct-2019

CODE

NAVFAC MID ATLANTICACQUISITION CORE9324 VIRGINIA AVENUENORFOLK VA 23511-3095

N40085 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

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SECTION SF 30 BLOCK 14 CONTINUATION PAGE SUMMARY OF CHANGES SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30) The following have been added by full text: AMENDMENT 0009 Provides PPI Responses to PPIs 32, 43, 51 – 54, 56 – 61, 65, 67 – 86, 88– 92, 94 – 97, 99- 101, 103– 113, 115 – 118– 121, 123, 126 – 127, 129 – 131, 133 – 138, 140, 143, 148 – 149, 153 – 159, 161, 163-185, 187-188, 193 – 195, 198-199,201, 203- 207, 208, 211, 212, and 214.

Reference Inquiry Government Response

Page Section Paragraph

1 Amendme

nt 1 14

With the site walk having just taken place on 10-2-19, a subsequent 2-week bid extension should be in order to allow offers to compile and submit RFP required information. Typically, NAVFAC DBB solicitations have 4 weeks to submit RFIs and price the project after a site visit. The added DB requirements add more reason for an extension.

See Amendment 0008

PPIs PPI 4, 13,

other

In order to facilitate the development of competitive proposals, we respectfully request that the bid due date be extended by two weeks to October 31, 2019. More time is needed for the subcontractor community to respond and

for offerors to develop satisfactory small business participation. Please consider

extending the proposal due date to October 31st.

See Amendment 0008

In meeting with metal building suppliers. In order to review the documents and get clarification on design intent prior to bidding, additional time is needed to do such. Please advise if bid date can be extended to accommodate.

See Amendment 0008.

1 Form 1442

Please provide a proposal due date that is no sooner than 2 weeks after receipt of all PPI responses, in order to provide the contractors and their subcontractors sufficient time to review, understand and account for all responses in their pricing.

See Amendment 0008.

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07 42 63 -1.3 and 13

34 19 -1.4.8

Spec section 07 42 63 Fabricated Wall Panel Assemblies- Section 1.3 Description of Fabricated Wall Panel Assembly System states the panel to be concealed fastening, panel profile must be embossed standing seam as shown on drawings. Section 2.1.1 d.1 &2-states the profile to be 1 ½" high standing seam, 18" coverage, with mechanical crimping or snap-together seams with concealed clips and fasteners. Smooth, flat surface texture. Section 2.1.2 Foam-Insulation Core Wall Panel- states provide factory-formed steel wall panel assembly fabricated from to two sheets of metal with modified polyisocyanurate or polyurethane foam insulation core. Spec Section 13 34 19 Metal Building Systems- Section 1.4.8 Exterior Wall System states provide manufactures standard factory-assembled, insulated metal wall panels complete with vapor barrier conforming to ASTM E96/E96M. Question: Can we use the standard manufactures 36"-42" wide foam core insulated metal wall panels for the PEMB's? We can meet the R-Value, 24-gauge thickness and Kynar painted finish requirements. The 1 ½" high seam and 18" coverage is not a standard panel.

Provide flat panel (no standing seams) 18" insulated metal wall panels with Concealed fasteners.

Provide custom panels as required.

3 - 4 07 27 10

On pages 3-4 of Specification 07 27 10, whole building air barrier testing is identified for buildings #405, #482 and #620. The four Individual Training Course Buildings are not included. Please confirm that the Individual Training Course Buildings are NOT intended to have whole building air barrier testing.

The Individual Training Course Buildings do not require Air

Barrier Testing as they are under 5,000 SF.

55 of 57 01 00 00 Liquidate

d Damages

Please confirm that the $10,200 listed as liquidated damages for base plus all options is lump sum and not per calendar day.

See Amendment 0006.

4 01 14 00

1.4 Security

Requirements

This section indicates that base security will provide required escorts for work within the SCIF areas. Please confirm contractors do not need to account for the cost of providing escorts while performing work in the existing SCIF areas of Bldg RR405.

See Amendment 0007.

SB102F

Drawing SB102F shows 3 1/2" NW concrete on 1 1/2" deck for the mechanical platform but no reinforcing is shown. Please provide reinforcing requirements.

Provide welded wire reinforcing 6x6 W1.4x1.4, placed 1" below

top of concrete

AE301B

For the RR405 building addition, there are no requirements for masonry restoration or cleaning of the existing building where the exterior wall will now be an interior wall. Please verify this is not required. If there is any restoration or cleaning (power washing), please provide requirements.

Power washing is not required but general cleaning of existing

brick would be expected.

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AE402

Details B1 and A1 on AE402 show the shading devices attaching to metal panel. Is this also attaching to a steel frame? There is not steel detailed for attached. Please provide if additional framing is required.

Contractor's shading device supplier must determine what, if

any, additional framing is required for their system.

Contractor must provide any additional framing required.

AE101F

Are any ladders or stairs required to access the mechanical platforms at buildings RR535-538 and also building 620? None are currently shown on the architectural plans. If so, please provide plans.

No

AG601

In the signage placement schedule found in Volume 1 of the specs after the end of Interior Signage section 10 14 00.20, a sign type E-1 is referenced. However, sign type E-1 is not drawn on AG601. Can you please clarify what sign type E-1 is?

All E-1 signage are exterior signs and will notate the Bldg. Designator or Unit Designator

per sheet AE402 B3 and B4. Per General Note D on sheet AG601 "Contractor to generate signage schedule and coordinate final

text copy with contracting officer for review and approval

prior to fabrication and installation.

13 34 19

Section 3.13.3 is asking for a 5-year contractor warranty on the PEMB's in addition to the 20-year manufacturer warranty. The metal wall panel and SSMR specs ask for the same 20-year MFR warranty, but then a 2-year installer warranty. Can the 5-year warranty in 3.13.3 be switched to a 2 or 5-year installer warranty? Asking the GC to warrant the PEMB will add additional cost to the project

Delete warranty paragraphs from Sections 0714163 and 0714263.

Provide whole assembly warranties as required in section

133419. Provide a 5-year installer warranty and 20-year manufacturers' warranties on

materials, weather tightness and finish as specified.

1 01 30

01.00 22 1.3

Section 01 30 01.00 22 1.3 General Requirements states that lockers are not considered FF&E. However, the Furniture Legends on the IF drawings include lockers. Please confirm that lockers are part of the FF&E package.

Lockers that are listed in the FFE package are gear lockers and not shower room lockers. Shower room lockers are not a

part of the FFE package.

N/A 22 15

26.00 20 N/A

Included in the specifications is section 22 15 26.00 20 High and Medium Pressure Compressed Air Piping. However, a compressed air system could not be located on the drawings. Please confirm that a compressed air system is not included in this project and this spec section should be deleted.

Compressed air is not included for the project.

CS101B N/A N/A

Drawing CS101B Construction Note 14 references detail A4 on C550B. However, there is no drawing C550B located in the plans. Please clarify if this note 14 on CS101B should be referencing drawing CS503.

Yes, note 14 should reference detail A4 on CS503 for truck

restraint.

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N/A 03 42

13.00 10 N/A

Included in the specifications is section 03 42 13.00 10 Plant-Precast Concrete Products for Below Grade. However, no below grade precast concrete could be located on the drawings. Additionally, drawing S-002 Concrete Note #2 calls for piers, foundation walls, and retaining walls to be cast in place concrete. Please confirm that below grade precast concrete is not included in this project and this spec section should be deleted.

This specification is used for precast items associated with

utility construction in coordination with each utilities' associated specification section;

except that precast for storm drain systems is to be in

conformance with NCDOT standards.

N/A 07 52 00 N/A

Included in the specifications is section 07 52 00 Modified Bituminous Membrane Roofing. However, no modified bituminous membrane roofing could be located on the drawings. Please confirm that modified bituminous membrane roofing is not included in this project and this spec section should be deleted.

There is no modified bit roofing on the project. The spec section

should be removed.

AE102E N/A N/A

Drawing AE102E includes Keynote 22 Fabric Ceiling Liner with Strap Attachment. However, there are no specifications on this Fabric Ceiling Liner. Please provide specifications on the Fabric Ceiling Liner.

See Section 072116 Mineral Fiber Blanket Insulation

CG301B

N/A N/A

Drawing CG301B shows an existing BMP. The only new work that is shown to happen at this BMP is installing silt fence and a temporary construction entrance. Please confirm no other new work is to occur at this existing BMP.

The extent of repairs required to this BMP are being finalized

with NAVFAC and the NCDEQ as part of the final permitting

process.

N/A 07 41 63 N/A

Included in the specifications is section 07 41 63 Fabricated Roof Panel Assemblies. However, no fabricated roof panel assemblies could be located on the drawings. Please confirm that fabricated roof panel assemblies is not included in this project and this spec section should be deleted.

Section 133419 "Metal Building Systems" references Section

074163 "Fabricated Roof Panel Assemblies" as the roof system to be provided as a component of the Metal Building System.

AE101B, AF601

Building RR405

Room B121

RR405 West Addition, Rm B121 is NOT listed under the Room Finish Schedule on Sheet AF601 and there are no callouts regarding the details of Sheet AE101B. Please confirm and provide the finish requirements for this room.

Match finishes to B115 Vestibule and add ACT2 and

GWB ceiling.

AE101F, AF601

Building RR535-RR538

Room F201

Rm F201 is NOT listed under the Room Finish Schedule on Sheet AF601 and there are no callouts regarding the finish details on Sheet AE101F. Please confirm and provide the finish requirements for this room.

Floors are concrete, walls are gypsum, and the ceiling is open.

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A101F, AE401F, AF601


Room 106

Rm F106 has a callout on the Finish Schedule to be "Solid Surface Shower Panels." However, there are no showers located in this specific room (as shown on sheets A101F and AE401F). Also per Finish Remark Notes 1 and 3 on sheet AF601 state specifically that the shower areas are to receive solid surface shower walls. Please clarify and confirm that Rm F106 is NOT to receive solid surface wall finishes.

Room F106 Gang Head walls are to be full height porcelain

tile PRC1/PRC2 at all walls with Finish Remark 5 stating to

provide PL1 for cabinetry and SSM1 for countertops. F107 Shower to have solid surface

shower panels as the wall finish with Finish Remark 3 Soild

surface shower wall panels to extend from top of flash coved

epoxy wall base to finished ceiling.

A101F, AE401F, AF601


Room 106

RmF107 has a callout to have porcelain tile per the Finish Schedule on sheet AF601. However, since this is shower space, per Finish Remark Notes 1 and 3 on sheet AF601 it states that shower areas are to receive solid surface shower walls. Please clarify and confirm that Rm F107 is NOT to receive porcelain tile.







AE101G,

AF601

Building RR620

Room G201

Rm G201 is NOT listed under the Room Finish Schedule on Sheet AF601 and there are no callouts regarding the finish details on Sheet AE101G. Please confirm and provide the finish requirements for this room.

Floors are concrete, walls are gypsum, and the ceiling is open.

AE401G,

Detail A1

Building RR620;

Section 07 60 00 Pg 5

& 18

Paragraph 2.2.6 and Table II

The floor plan and enlarged section plans for RR620 show details for a workstation wall with a removable plywood cap wrapped in stainless steel sheet that will be installed in Room G105. However, there are NO detailed specs provided for the stainless steel sheet in Section 07 60 00 and on the plans. Please confirm the type of metal finish and gauge that is required for the workstations.

Provide 26 gauge stainless steel with a brushed satin finish.

AE401B ARCH

Drawings N/A

AE401B shows partition type S4. However, there is no S4 partition called out as a partition type on AE501. Please provide partition type S4 as shown on AE401B.

3 5/8" METAL STUDS WITH 5/8" GWB ON BOTH SIDES

(FULL HEIGHT)

AE401B ARCH

Drawings N/A

AE401B shows partition type SE4N. However, there is no SE4N partition called out as a partition type on AE501. Please provide partition type SE4N as shown on AE401B.

3 5/8" METAL STUDS WITH 5/8" GWB ON ONE SIDE AND

BATT INSULATION (FULL HEIGHT)

1024

08 60 45 Skylights

and Translucent Panels

Part 1 Please confirm that the 2018 version for UFC 4-010-10 is applicable for storefront, curtain wall, translucent wall panels and skylights.

UFC 4-010-01 Change 1, October 2013, is the standard in

effect for this project.

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N/A 07 54 19 2.1.7 Walk treads are specified however, not shown in the architectural drawings. Please specify where walk treads are required.

Final layout to be determined. Account for 100' LF

n/a 075200 n/a

Reference Section 075200 - Modified Bituminous Membrane Roofing. Please say where this type of roofing is shown on the drawings.


should be removed.

n/a 033000; 072113

3.5.3; 3.5

Reference Section 033000 - 3.5.3 Perimeter Insulation and Section 072113-3.5 Perimeter and Under Slab Insulation. Section 033000.3.5.3 states to install perimeter insulation at locations indicated while section 072113.3.5 states the rigid insulation is to be installed at the foundation walls and under the slab on grade. The architectural and structural drawing do not show insulation at the foundation walls nor the slab on grade. Please clarify if the rigid insulation is required and what condition applies.

Yes it is required per specs. Drawings will be modified to show insulation to footing and

beneath slab (4' total)

083323 2.2.1.6 calls for a slide bolt lock then goes on to call for a cylinder lock. Which is required?

Cylinder

083323 2.2.5.7

calls for a pneumatic safety edge with retracting safety cord and reel then paragraph 2.2.5.13 calls for an electric sensing edge with wireless connection. Which is required?

2.2.5.7

AE402 Please provide framing sizes for the shading Device Detail

Shading devices must be designed by the contractor's

supplier

AE103E

Key Note #5 states Aluminum Gutter and #6 Prefinished aluminum downspouts; PEMB Manufacturer only provides steel gutters and downspouts. It would be a bad idea to have dissimilar materials. Please confirm steel gutters, downspouts and all flashings is acceptable.

Galvanized or galvalume steel for downspouts and gutters is

acceptable.

S-001 Design Notes

1.D

Please clarify the applicable version of UFC 4-010-01. Sheet S-001 notes Change 1, October 2013 which is an older version and will increase the cost of blast resistant openings and curtain wall considerably if used in lieu of the most recent version from December 2018.



1024

08 60 45 Skylights

and Translucent Panels

Part 1 Please confirm that the 2018 version for UFC 4-010-10 is applicable for storefront, curtain wall, translucent wall panels and skylights.



N/A 07 54 19 2.1.7 Walk treads are specified however, not shown in the architectural drawings. Please specify where walk treads are required.

Final layout to be determined. Account for 100' LF

n/a 075200 n/a

Reference Section 075200 - Modified Bituminous Membrane Roofing. Please say where this type of roofing is shown on the drawings.


should be removed.

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n/a 033000; 072113

3.5.3; 3.5

Reference Section 033000 - 3.5.3 Perimeter Insulation and Section 072113-3.5 Perimeter and Under Slab Insulation. Section 033000.3.5.3 states to install perimeter insulation at locations indicated while section 072113.3.5 states the rigid insulation is to be installed at the foundation walls and under the slab on grade. The architectural and structural drawing do not show insulation at the foundation walls nor the slab on grade. Please clarify if the rigid insulation is required and what condition applies.

Yes it is required per specs. Drawings will be modified to show insulation to footing and

beneath slab (4' total)

AE402 Please provide framing sizes for the shading Device Detail

Shading devices must be designed by the contractor's

supplier

AE103E

Key Note #5 states Aluminum Gutter and #6 Prefinished aluminum downspouts; PEMB Manufacturer only provides steel gutters and downspouts. It would be a bad idea to have dissimilar materials. Please confirm steel gutters, downspouts and all flashings is acceptable.

Galvanized or galvalume steel for downspouts and gutters is

acceptable.

S-001 Design Notes

1.D

Please clarify the applicable version of UFC 4-010-01. Sheet S-001 notes Change 1, October 2013 which is an older version and will increase the cost of blast resistant openings and curtain wall considerably if used in lieu of the most recent version from December 2018.



AF601

The following rooms are shown on the floor plans but they are not included in the Finish Schedules: RR405 (B121 - Vestibule), RR535 - RR538 (F201 - Mechanical Platform), RR620 (G201 - Mechanical Platform). Please provide finish details for these rooms (floors, ceilings, walls, etc.).

Match finishes to B115 Vestibule and add ACT2 and

GWB ceiling. Floors are concrete, walls are

gypsum, and the ceiling is open.

AF601

Epoxy base is required at all new buildings per the Finish Schedules but no details have been provided. Please confirm that a 4" integral epoxy base is acceptable. Also, please clarify whether or not a transition strip is required between the epoxy base and wall.

Spec section 09 67 23.13 section 3.2.4 confirms a 4" integral cove

base. Yes, a transition strip is required between the epoxy base

and wall.

AE102E Key Note

22

Key Note 22 on AE102E calls for a "fabric ceiling liner with strap attachment" across the entire exposed ceiling structure, but it appears no specification or details have been provide for this specific ceiling system. Please provide.

See Section 072116 Mineral Fiber Blanket Insulation

S-002 05 12 00 Please confirm that an AISC Certified Fabricator (BU) and Erector (ACSE) are not required for this project.

AISC Certified Fabricator (BU) and Erector (ACSE) are not

required for this project.

08 33 23 2.2.1.6 Paragraph 2.2.1.6 calls for a slide bolt lock then goes on to call for a cylinder lock. Which is required?

Cylinder

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08 33 23 2.2.5.7 & 2.2.5.13

1. Paragraph 2.2.5.7 calls for a pneumatic safety edge with retracting safety cord and reel then paragraph 2.2.5.13 calls for an electric sensing edge with wireless connection. Which is required?

2.2.5.7

22 00 00 3.11

Spec Section 22 00 00 – 3.11 (Table II) says hot and cold Domestic Water piping can be various grades of CPVC and PVC. This material is generally not used at Camp Lejeune for this type of work. Is it the government’s intention for us to be able to use these materials on Domestic Water piping?

CPVC and PVC are not acceptable per Camp Lejeune

standards as noted in the comment. Domestic water

piping shall be type L copper for above ground and type K for

below grade.

23 64 26 2.3.1

Spec Section 23 64 26 – 2.3.1 allows Polypropylene Pipe for Chilled Water applications. This material is generally not used at Camp Lejeune for this type of work. Is it the government’s intention for us to be able to use these materials on Chilled Water piping?

Polypropylene for chilled water applications is not acceptable per

Camp Lejeune standards as noted in the comment. For

chilled water and heating hot water systems above ground, use

type L copper up to 3-inch diameter, and schedule 40 steel

for pipe sizes above 3-ich.

07 41 63 2.1

This paragraph heading lists the buildings for this project as RR456, RR469, RR484, RR525 - 538, and RR620. Please confirm which buildings are part of this contract and that there is no work at these other buildings regarding this specification.

RR405 Addition, RR482, RR535-538, RR620

AE311 13 34 19 1.2.4

This paragraph indicates an insulated roof panel. The typical PEMB wall sections call for batt insulation above and between the girts. Please confirm which type of roof system is to be provided for the PEMBs.

Delete the word "insulated" from the paragraph. The paragraph

should read "Provide metal panel assemblies with the following

maximum …."

01 33 29 1.4.2

This paragraph states that, "Contractor is responsible for all costs associated with constructing and demonstrating that project complies with approved ISWG Guiding Principles Requirements." Has this project already been registered with GBI?

This project does not require Third Party Certification,

therefore, does not need to be registered with GBI. The cost in paragraph 1.4.2 refers to costs

for maintaining the Sustainability eNotebook and tracking of Sustainability "S"

Submittals

Building Code

Analysis

The Building Code Analysis drawings for each building list UFC 4-010-01 Change 1, 1 October 2013. This is not the most current version of the UFC. Please confirm we are to follow the older version of this UFC and not the most current?



CG301B

What is the purpose of this drawing providing a construction entrance and silt fence at this area? There are no other drawings showing work at this location.



process.

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CG101F

Is surcharge required for Buildings RR535-RR538 like it is for RR405? This drawing has notes for settlement monitoring but no surcharge information.

The fill for the buildings at this site will act as the preloading of the site. Settlement monitoring

of this fill is required as if it were a surcharge embankment.

03 30 00 3.11.1.1.b

Specification 03 30 00-3.11.1.1.b notes the maximum allowable construction joint spacing in slabs on ground to not be in excess of 1,200 sf. Please verify these can be saw cut contraction/construction joints.

Delete 3.11.1.1.b. Install slab-on-grade joints per RFP.

04 20 00 2.2.2.3

Specification 04 20 00-2.2.2.3 references salvaged brick. Please verify this subsection is not required. If required, please provide quantity and location to salvage from.

Refer to details C2 and C4 on AE313B

04 20 00 3.2.5

Specification 04 20 00 -3.2.5 notes to provide bracing and bracing calculations are to be provided , sealed by a registered professional engineer. Please verify this is required for all CMU walls. Most CMU walls are under 10' in height for most, except for some locations where the walls go to bottom of structure as noted in the partition schedule.

Provide bracing in accordance with applicable standards and

codes. Where bracing is required, comply with 3.2.5

engineer requirements.

AF601

Per the Interior Finish Schedule on AF601, Room B120 (Boiler) is to have an exposed ceiling. The RR405 Addition Reflected Ceiling Plan on AE102B shows a GWB ceiling for Room B120 (Boiler). Please advise which ceiling finish is desired.

The Reflected Ceiling Plan on AE102B is correct.

AF601

AF601 Interior Finish Schedule shows multiple rooms that do not receive any ceiling finish. Please confirm that these ceilings are meant to have no finish (i.e. painting of exposed structure)

All ceilings, piping, ductwork will receive a painted finish.

Sheet TA701G states under the general sheet notes see AV equipment list And Some are not complete. Please advise.

The AV equipment will be contracted following the base

construction contract. The government will provide an AV equipment list at that time for the pricing/procurement of the

AV systems.

In the Division 10 Spec’s “Signage Placement Schedule”, a sign type “E-1” is referenced with Signage Text “TBD” but there is no drawing for that sign. The sign drawings stop with D-1 (as shown on AG601). Please Advise.

All E-1 signage are exterior signs and will notate the Bldg. Designator or Unit Designator

per sheet AE402 B3 and B4. Per General Note D on sheet AG601 "Contractor to generate signage schedule and coordinate final

text copy with contracting officer for review and approval

prior to fabrication and installation.

Do buildings RR482 and building RR535-538 get fire extinguishers if so will specifications and location be available.

Fire extinguishers are not required for these buildings.

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AE301B

Detail C3 - RR405 ADDITION - BUILDING SECTION 3

On building section C3/AE301 between gridlines B12 & B10 there is an area of unspecified wall between translucent panels. Please provide a wall section or provide a narrative of wall construction to be included in the bid.

Wall information is similar to A4/AE312B.

AE201B Keynote16

Detail B1/AE201B is showing keynote 16 - Prefinished aluminum gutter at the edge of the standing seam metal roof panel. On detail B1/AE502 the detail calls for metal drip edge. Please confirm no gutter is required around the standing seam metal roof for Building RR405.

These are 2 different details and different sections of the building.

Both conditions exist.

CG101F

Reference sheet CG101F buildings RR535-538, please clarify the roof drain pipe size?

Add the following text for construction note 6 shown on the plans: "Roof drain cleanouts are

to be 6" PVC unless noted otherwise"

CG101F

Reference sheet CG101F Grading and Drainage Plan Bldg. RR535-538, there is a detail note CU503/C5 that is pointing to roof drains, however, there is no sheet CU503. This seems to be a typo and it should have referenced sheet CG503/C5. Please confirm this is correct.

The detail callout should reference C5 on sheet CG503

CG101F

Reference sheet CG101F Grading and Drainage Plan Bldg. RR535-538, there is a detail note CG101F/C1 that is pointing to Drop Inlets, however, there is no sheet detail on sheet CG101F. This seems to be a typo and it should have referenced sheet CG501/C1. Please confirm this is correct.

The detail callout should reference C1 on sheet CG501.

AE401F Detail A3

Detail A3/AE401F denotes the shower and toilet walls as wall type “M4 – 4” CMU Wall.” General Note 5 on Sheet AE501 denotes that walls scheduled to receive tile or shower surrounds, provide cementitious backerboard in lieu of GWB and General Note 4 says to provide water resistant GWB full length of toilet and urinal walls. These General Notes contradict the wall type details in the enlarged plans. Please provide clarification what wall type should be used in the showers and in the bathrooms.

General note only applies to buildings with stud walls in those locations (ex: RR405)

SB503

On Drawing Sheet SB503, there are two details for PEMB footings. One shows a Perforated Pipe Foundation Drain, referencing the Civil Drawings for locations and extents, while the other detail does not show the drain. There are no Foundation Drains indicated in the Civil Drawings. Please clarify whether or nor a Foundation Drain is required at any building footings.

Foundation drains are required.

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16 of 23 CG301B

What is the correct scale of this drawing? There are three scales shown and the title block says as noted, but there is no notation in the plan view?

The drawing is at a 1"=30' scale.

1 01 33 29 1B-LID

Checklists

The Checklist sheet for RR405 refers to modifying the sand filter in BMP #3, but that work will be done by others with improvements to RR400. Is there a reason or scope of work intended for requiring silt fence and a construction entrance (as shown on sheet CG301B) to be put at BMP #3 since it is outside of the RR405 construction footprint? Please provide detailed intel so that this item can be accurately bid.

Bid as shown. Note, Building RR400 is not part of this project.

Modifications to BMP #3 are part of this project and thus, are

part of the construction footprint.

19 01 57 19 3.2.1.5 What are the permitting agency requirements for the as-built topographic survey of the permanent BMP's?

The Contractor is to comply with record documentation required

for the project and NCDEQ.

29

13 34 19 - Contractor

s Warranty

3.13.3

The "Contractor's Five (5) Year No Penal Sum Warranty" states that the PEMB Installer must warranty the system for a period of "Five 20 Years". We assume the warranty requirement for the PEMB will be 5 years, please confirm?

Delete warranty paragraphs from Sections 0714163 and 0714263.

Provide whole assembly warranties as required in section

133419. Provide a 5-year installer warranty and 20-year manufacturers' warranties on

materials, weather tightness and finish as specified.

1.4.8 Exterior

Wall System

RFP requires: "Provide manufacturer's standard factory-assembled, insulated metal wall panels complete with vapor barrier conforming to ASTM E96/E96M." We have discussed this exterior wall panel system with multiple PEMB manufacturers, and it would appear that project specifications are calling for metal wall panel systems from the PEMB fabricator. There is also a reference requiring roofing panels be used as vertical wall panels. Our contacts at PEMB manufacturers have indicated that this spec is confusing and contradictory and may escalate the wall panel system by a factor or 4 to 5 times over panels manufactured by the building manufacturer. Please clarify what wall panels and alternates are acceptable.

Provide wall and roof panels as specified and as modified above. The intent of the specifications is

that the walls are to be 18" insulated metal panels and the

roof panels are to be 18" standing seam engineered metal

panels.

CG301B

The scope of work is not clear for the enlargement of BMP #3, besides widening the vegetated filter strip what other scope is required to be performed on this BMP? I.e. washouts, weir, under drains, all new sand filter?



process.

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CG301B

Is it in the scope of this contract to repair the bank and clean-up sediment that has occurred from the large blow out on BMP3? If so what means, quantity of material and to what extent is clean-up to occur?



process.

48 22 00 00 3.11

Spec Section 22 00 00 – 3.11 (Table II) says hot and cold Domestic Water piping can be various grades of CPVC and PVC. This material is generally not used at Camp Lejeune for this type of work. Is it the government’s intention for us to be able to use these materials on Domestic Water piping?

CPVC and PVC for hot water systems are not acceptable per

Camp Lejeune standards as noted in the comment. Domestic

water piping shall be type L copper for above ground and

type K for below grade.

10 23 64 26 2.3.1

Spec Section 23 64 26 – 2.3.1 allows Polypropylene Pipe for Chilled Water applications. This material is generally not used at Camp Lejeune for this type of work. Is it the government’s intention for us to be able to use these materials on Chilled Water piping?

Polypropylene for chilled water applications is not acceptable per

Camp Lejeune standards as noted in the comment. For

chilled water and heating hot water systems above ground, use

type L copper up to 3-inch diameter, and schedule 40 steel

for pipe sizes above 3-ich.

AF601

Per the finish schedule shown on AF601 and for Building RR405 it lists the use of ACT in bathrooms B112 and B109. Please confirm the use of ACT in these areas is correct as typically moisture resistant gypsum board with epoxy paint is the preferred ceiling type in restroom areas at Camp Lejeune.

AE102B shows ACT in toilet are and painted GWB in shower area. Specification 09 90 00

Division 9 states new wallboard in toilets, laundry areas, shower areas, and other high humidity areas not otherwise specified to

have Epoxy paint.

AF601

Per the finish schedule shown on AF601 and for Building RR620 it lists the use of ACT in bathrooms G110 and G112. Please confirm the use of ACT in these areas is correct as typically moisture resistant gypsum board with epoxy paint is the preferred ceiling type in restroom areas at Camp Lejeune.

Specification 09 90 00 Division 9 states new wallboard in toilets, laundry areas, shower areas, and

other high humidity areas not otherwise specified to have

Epoxy paint.

AF601

Per the finish schedule shown on AF601 it lists the wall type in room F106 to be solid surface panels. Please confirm that solid surface panels is correct and porcelain tile nor epoxy paint is the desired intent as seen in the majority of Camp Lejeune restroom spaces. Drawing sheet AE 101F shows room F106 as a typical restroom with toilet stalls.







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AF601

Per the finish schedule shown on AF601 it list room F107 walls to be porcelain tile and please confirm this is the required finish for the shower. Is by chance the solid surface panel call out from the previous RFI and this condition flipped?







AF601

Per the finish schedule shown on AF601 and drawing sheet AE401, room F107 does not show shower stall dividers. Please confirm if the solid surface panels are to be used in this area as it is mentioned on AF601 to be used in the gang head (room F106) but F106 is a restroom not a shower area.

F107 Gang Shower to have solid surface shower panels as the

wall finish with Finish Remark 3 Soild surface shower wall panels

to extend from top of flash coved epoxy wall base to

finished ceiling. No shower dividers are needed.

AF601

The finish schedule on AF601 does not provide a description or color requirement for the solid surface wall panels and pan to be used in the shower stall areas. Please confirm if they are to be the same color as the solid surface counter tops (SSM1 – Charcoal Grey) or a different color.

Shower wall surrounds to be solid surface color gray.

C-001 C-001, Borrow Area Notes #1 - where is the borrow area located that is referenced on this page?

The source of fill and aggregate is to be determined by the

Contractor and must be from a source off of Government

property.

07 05 23 Are all seven buildings required to have the air barrier tested for tightness?

The Individual Training Course Buildings do not require Air

Barrier Testing as they are under 5,000 SF.

23 05 93 Are all seven buildings required to be tested and balanced?

Yes, all buildings must be tested and balanced.

33 11 23

Is any part of the liquid petroleum piping provided under a 3rd party to the government or is all piping from source including the meter and regulator part of the contractor’s scope?

All piping and related appurtenances are the

responsibility of the Contractor.

CE102F

The construction entrance is shown North of the parking lot to be built under another contract. Thus concrete trucks, boom trucks, etc. must use the parking lot in order to get to the site. What does the DOR mean by protect existing parking lot by damage - please provide details for protection.

The Contractor is responsible for determining means and methods

of protecting the existing parking lot from damage during

construction.

Please confirm that all Conex's, palcon's and all other storage and transportation items will be removed from the South side of Building RR620 and that contractor will have access to all sides of the building.

. Government will remove conex's. Contractor will have

exterior work area access.

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pg 18 of solicitation; page

3 of Amendment 8

5.2.4

Please clarify instructions of e-mail submission of pricing. Amendment 8 states "Due to recent changes in the access requirements, offerors are encouraged to mail/fed ex proposals and email pricing in accordance with the terms of this solicitation." Instructions to email pricing does not appear to be provided. Please confirm if it is acceptable for mailed hard copies to leave pricing forms blank if pricing is to be emailed.

The terms of this solicitation are as follows:

“(a) Price (1) Solicitation Submittal

Requirements:

Provide one (1) marked original, one (1) marked copy and one (1) electronic copy (CD format) of the solicitation submittal requirements identified below. The electronic copy does not have to include the price for the seed project; however, the price for the seed project must be included in the original and hard copies. In case of variation, the original hard copy proposal takes precedence over electronic or copies. Also, price information included in the nonprice/technical proposal will not be considered. Likewise, non-price/technical information included in the price proposal will not be considered.”

The terms of this solicitation do not allow for e-mail submission

of pricing.

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18 00 21 13 5.2.3

Do to the difficultly of accessing the base, would the owner entertain allowing electronic submission for the seed project pricing form and small business subcontractor plan. This will allow for more complete review and discussions with the subcontractors to provide a lower cost proposal.

The terms of this solicitation are as follows: “(a) Price

(1) Solicitation Submittal Requirements:

Provide one (1) marked original, one (1) marked copy and one (1) electronic copy (CD format) of

the solicitation submittal requirements identified below. The electronic copy does not

have to include the price for the seed project; however, the price

for the seed project must be included in the original and hard copies. In case of variation, the

original hard copy proposal takes precedence over electronic

or copies. Also, price information included in the

nonprice/technical proposal will not be considered. Likewise,

non-price/technical information included in the price proposal

will not be considered.”

The terms of this solicitation do not allow for e-mail submission

of pricing.

S-001E

Note 6 on S-001E under "Pre-Engineered Metal Building Notes" says "The Contractor is responsible for any required Re-Design of the foundations or anchor rods based on the actual reactions provided by the metal building system designer, at no cost to the government.". Reactions won't be finalized for the bid. Please consider providing a set allowance of rebar and/or concrete yardage per building to be included in the bid.

Bid Per RFP.

N/A N/A N/A Can you please provide the Marine Corps Base Camp Lejeune Access Control Regulations updated on July 19, 2019?

Requirements can be found using the following link:

https://www.mcieast.marines.mil/dbids/

n/a 024100 n/a Is a hazardous materials survey(s) available for the project sites? If so, please provide for our use in bidding.

HAZMAT surveys are not available.

n/a 024100 n/a

In the absence of a hazardous materials survey, if hazardous materials are found or encountered, please confirm that they will be treated as a differing site condition.

Bid per RFP.

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015719 1.6.8

Please confrim the government has the refrenced permits in hand. If not when are they expected to be approved

The list of permits and notifications to list for section 1.6.8 includes both those the

contractor is responsible for and those the Government is

responsible for. All permits the government is responsible for

shall be provided prior the start of construction.

15719 3.2.1

Please confirm that no Air Permits as called for by the Clean Air Act are required or if they are required that they have been applied for and are in hand

Air permits for Camp Lejeune will require modification during

the construction phase and is dependent on the details of the permanent equipment installed

by the contractor.

S-001

Please provide Geotech Report referenced in Foundation Note 1: "Geotechnical Report prepared by Get Solutions, Inc., dated July 17, 2018, with Supplement #1 (July 24, 2018), and Supplement #2 (September 24, 2018)".

Geotechnical report will be provided to winning bidder after

award.

1.10 13 34 19

Please consider reducing the warranty requirements of the Metal Building Systems (Building System/Workmanship, Weather-tightness, and Roof/Wall Panel Finish) from 20-yr No-Dollar-Limit to industry standard 1-yr Metal Building System warranties.

Bid per RFP.

Door #115A

and Hardware Set #17

Exterior door requirements will need to meet Hurricane Impact Ratings. Exterior hurricane rated doors must have a "positive" latching mechanism, which the Rim Panic Hardware (called for in the Hardware Set #17) does not provide. Please clarify the Hardware to be used on the exterior storefront doors and if it will meet local wind requirements?

Bid per RFP.

01 30 01.00

1.4.2

This paragraph states, "As a separately priced option, the Prime Contractor shall provide the services of a Certified Interior Designer, other than the A/E's Interior Designer, to function as Prime Contractor's Interior Designer, to prepare and provide the Final, Best Valued FF&E Package and procurement data based on the Concept FF&E package." There is no price option for a separate Interior Designer included in the Bid Form. Please confirm that the RFP Architect will be preparing a complete FF&E deisgn package as a 5% HAR does not include these services.

Interior designer cost shall be included in base bid.

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BB201B

Surchage Embankment Note 8 states that the contractor shall indicate the time associated with settlement monitoring on their bid form. The bid form does not have a place to indicate this duration. Should all contractros assume the 4 months indicated in Note 7 and any additional time to reach the desired settelement will be addressed as a modification?

Note 8 on Drawing BB201B requires bidders to acknowledge and account for the settlement monitoring period in their bid

price and construction schedule. Per Note 7 on Drawing BB201B,

the base bid duration for the surcharge preloading and settlement monitoring is 4

months.

S-001E (typ)

Note 6 states that the contractor is responsible for foundation re-design due to Metal Building reactions at no cost to the government. The bid scehdule will not allow for us enough time to determine Metal Building reactions and the cost impact to the foundations design presented by the Solicitation designer. We ask that any required changes to the foundation design due to Metal Building reactions be addressed through a contract modification.

Bid per RFP

Bid

Schedule

Where are we to include the cost for the canopies between Buildings RR535/RR536 and Buildings RR537/RR538 given the current bid schedule where each building is a different bid option. We can't allocate half a canopy to each building because of the way the structure is designed, the canopies are reliant on foundations at both buildings.

Canopy between RR535/RR536 shall be included in CLIN 0002

and the canopy between RR537/RR538 shall be included

in CLIN 0004.

13 34 19 and 09 90

00

Please verify the primary and secondary structural framing for the pre-engineered metal buildings is to receive only a shop coat of primer. SSPC-Paint 15 is noted in the 13 34 19 specification under 2.1.13 and 2.3.1. Please also note AF601 does not note if the primary and secondary structural members should be finish coated. If they are to be finish coated in the field, please indicate paint requirements.

Bid per the RFP

SB101F

SB101F shows metal canopies connecting RR535 to RR536 and RR537 to RR538. Please verify which bid option(s) will include the canopies. Will they be in RR536 and RR537?

Canopy between RR535/RR536 shall be included in CLIN 0002

and the canopy between RR537/RR538 shall be included

in CLIN 0004.

Subs can’t find anything to cover CLIN 0013. It is saying it’s for the RR482 building? I don’t have that listed in my drawings. Can you clarify that building? There is only a partial List on the drawings for AV equipment.

Delete CLIN 0013

Page 8 of 57

Please reference page 8 of the RFP. In regards to question 2—Will financial statements and a bank reference satisfy this requirement? Please advise.

Bid per the RFP.

Attachment A

Box 2 Please reference Attachment A Box 2—Is the “percentage of project work performed” the self-perform work performed on the job?

Yes, the self-performed work.

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RFP

How is hazmat abatement to be handeled? Have demolition areas been tested? Will the areas be tested and abated prior to the project release? Please advise.

HAZMAT surveys are not available.

01 30 01.00 22 Design,

Procurement, and

Installation of

Furniture, Fixtures,

and Equipmen

t

1.4 & 2.1

Specification Section 01 30 01.00 22 para 1.4 refers to Contractor's design requirements for FF&E and A/V. Para 2.1 refers to Government Funding for procuement and installation only. The Bid Schedule descriptions of the respective Planned Modifications make reference to procurement and installation, but neither para 2.1 nor the the Bid Schedule mentions design. Is it the Government's intent that the Contractor should carry the cost of design for FF&E and A/V in the Base Bid, or is design cost included in the Government's estimated costs for procurement and installation of each respective Planned Modification?

Interior designer cost shall be included in base bid.

1 01 58 00 1.4 Will a separate project site sign be required for each separate option location that is selected?

Only one project site sign is required and shall be located at

RR620 site.

2 01 30

01.00 22 1.4.2

Is a concept FF&E package only necessary for any building(s) that has is awarded? Please provide detailed information on FF&E package requirements.

Bid per RFP.

Attachmenr E and

Attachment G

SB Participation and SB Subcontracting Plan

Forms

Would the government please provide guidance on the dollar value to use on item 1 (Total Contract Value including options) of the SB Subcontracting Plan, Attachment G, and Item 3 of Attachment E. Should the total value be the entire $975 million value for all contract awards or one-fifth of the total $975 M ($195M), since 5 awards are anticipated.

Attachment G is specific to the seed project, P1394. The dollar

value used on Attachment G, Item 1, should the the total

proposed amount for the seed project, P1394.

Attachmenr E and

Attachment G

SB Participation and SB Subcontracting Plan

Last Page of both forms

The last page of each form provides columns for the base year and 2 option periods; however, the contract includes four 1-year options. Please confirm if we are to add additional columns to the forms for option years 3 and 4 or if not, please provide guidance on how we are to fill out this part of the form since there are four option periods but only 2 listed on the form.

Attachment G is specific to the seed project, P1394.

Attachmenr E

SB Participati

on Forms

The Attachment E form states that we can provide an Introduction/Executive Summary of up to 2 pages maximum. Factor 4 Small Business Utilization, Page 15 of the RFP, indicates that we can provide a narrative limited to 2 pages to describe achievements…. Please cofirm if these are referring to the same 2 pages or if we can provide the 2 pages in response to FActor 4 and an additional 2 pages as an Introduction/Executive Summary to the Attachment E Small Business Participation and Commitment Strategy.

Offerors are limited to 2 pages in response to Factor 4 and an

additional 2 pages (maximum) Introduction on Attachment E.

The Introduction/Executive Summary on Attachment E must be included on Attachment E in

the offeror's submission.

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Attachmenr E

SB Participati

on Forms

The note on page 4 of the Attachment E form states that we can provide a supplemental narrative (limited to 5 pages). Please confirm that this is in addition to the 2 page narrative requested in Factor 4 Small Business Utilization, Page 15 of the RFP.

Offerors are limited to 2 pages in response to Factor 4 and an

additional 2 pages (maximum) Introduction on Attachment E.

The Introduction/Executive Summary in Attachment E shall be included in Attachment E in

the Offeror's submission. In addition, Offerors may provide a 5 page (maximum) supplemental narrative as described on page 4

of Attachment E. The Supplemental Narrative in

Attachment E shall be inlcuded in Attachment E in the Offeror's

submission.

What areas for each site will contractor laydown, parking and office trailers be permitted? There is not enough area with the LODs of these building sites to allow for these necessary areas.

Bid per RFP

Will NAVFAC CIENG be involved in this project? If so will acceptance testing and reviews require specific inspections resulting in additional days/hours by TAB, Controls and HVAC subcontractors outside of required Cx and TAB?

NAVFAC acceptance group will perform acceptance tests on the

mechanical systems.

CS101B Construction Note #6

Can the contractor provide the manufacturer and as-built information for the K-4 rated fence?

As-Built drawings are not avilable.

Are as-builts available to be provided for RR405?

As-built drawings can be provide to the winning bidder.

Are as-builts available to be provided for BMP #3?

As-built drawings can be provide to the winning bidder.

CE103F What is the BOD date for P-1481? Current BOD is 3/17/20.

RFP Page 8

of 57

Can we use 11x17 pages for document forms? For example, our ISR reports are done in very small font and would be illegible if we could not scale them up to 11x17. Please advise.

ISR’s may be submitted on 11 inches by 17 inches paper.

23 09 23 1.2.38

In reference to spec section 23 09 23 – Would Bacnet over IP building/equipment level controllers be acceptable for use on this project as long as these controllers are isolated via router from the Government LAN?

No. BACnet over IP controllers is not acceptable.

23 09 23 2.1.3.4

In reference to spec section 23 09 23 (2.1.3.4 snipet below) – Would B-ASC (Bacnet Application Specific Controllers) controllers be acceptable for use on AHUs/Split systems/Terminal Unit VAVs/Pumps/chillers/boilers,etc. on this project?

B-ASC (Bacnet Application Specific Controllers) controllers are NOT acceptable for use on AHUs/Split systems/Terminal

Unit VAVs/Pumps/chillers/boilers,etc

. on this project

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(End of Summary of Changes)

amendment of solicitation/modification ... - nc.gov

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