AMENDMENT 0005.pdf

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 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

SOLICITATION NO. N40085-19-R-9156, DESIGN-BUILD (DB), P-1495, 5TH BATTALION, 10TH MARINES, HIGH MOBILITY ARTILLERY ROCKET

SYSTEM (HIMARS), MARINE CORPS BASE (MCB), CAMP LEJEUNE, NORTH CAROLINA

The purpose of this amendment is to provide responses to pre-proposal inquiries, site visit attendees list and an updated Price Proposal Form.

The proposal due date remains unchanged, 06 February 2020, not later than 2:00 PM EST.

See Continuation Page(s).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 67

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

16C. DATE SIGNED

BY 16-Jan-2020

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 N4008519R9156

X 9B. DATED (SEE ITEM 11)

05-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.

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

6. ISSUED BY

3. EFFECTIVE DATE

17-Jan-2020

CODE

NAVFAC MID ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK 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:

N4008519R9156

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 0005

Contractor

PPI#

Section of RFP or Page Number

Paragraph Reference

Drawing Number

Question RESPONSE Amendment #

1 01 35 26.05 20 1.7.1.1 Is an SSHO required to be at each project site or one for the overall project?

One for the overall project is acceptable.

2 01 30 00.05 20 1.5 Regarding Supervision requirements – please confirm at least one (1) qualified Project Manager and one

(1) on-site Project Superintendent is required for the overall project and not for each project site.

One (1) qualified Project Manager and one (1) on-site Project Superintendent is acceptable.

3 00 70 00 52.211-12 Liquidated damages of $18,450/day are very high. Please confirm the liquidated damages amount.

Liquidated damages can be reduced to $5,000/day.

4 Part 3, Chapter

3.2.1 Paragraph 3.2.1

states that The Camp Lejeune Forest Management Program has first right of refusal for saleable timber for the project site.

The haul and disposal costs from clear and grub will depend on the amount of timber the Contractor is responsible for removing from the site. What quantity should the contractor’s price be based on?

Since the Gov't Forestor evaluates the project on site by site basis and won't identify refusal for saleable timber until final project boundaries are determined, the contractor should base their bid on the total site disturbed area quantity of clearing and grubbing and removing all site timber. The amount of clearing at the compound site is estimated at

4.5 acres, but will be contingent on final design.

5 Part 3, Chapter

Page 12 The RFP requires pre-clearance assessments, clearance of range munitions and other range-related debris, etc..

Clearing 8 acres of land to a depth of 1 foot below construction depth (min 18”) will be very costly due to the unknowns associated with the results of the assessments.

Bidders will be forced to price a substantial amount of risk for this effort. Please provide additional basis of bid information or consider a different approach for the UXO clearance requirements.

A report (EXPLOSIVES

SAFETY SUBMISSION

DETERMINATION

REQUEST FOR

CONSTRUCTION

ACTIVITIES AT Pl495, MARINE CORPS BASE

CAMP LEJEUNE (MARINE

AMMUNITION

KNOWLEDGE

ENTERPRISE #2607)) from the adjacent site is provided that shows the expected types of UXO/MEC items that could be found.

Approximately 20 UXO/MEC items should be expected. See updated price proposal form.

6 Part 3, Chapter

B10 Are pre-engineered metal buildings an acceptable solution for the Launcher and Projector Maintenance Shop, Automotive Shop, and Storage of Organic Units building?

Yes, per ESR F10 section F101001 Metal Building Systems - "Provide this type of special structure, pre-engineered metal building, for the Launcher and Projector Maintenance Shop, Automotive shop, and Storage of Organics Units buildings only.

7 Chapter L Reference Drawings

Can AutoCAD files be provided to the bidders for the drawings provided in the RFP?

No. Many of these drawings are not in AutoCAD.

8 Amend 002 Assuming the site visit will be scheduled after the new year, there will be limited time available to develop pricing documents, process PPIs and develop the proposal prior to the current due date of January 23, 2020. Please consider extending the due date by three (3) weeks so that Contractors can plan accordingly.

The proposal due date will be extended by two (2) weeks to February 6, 2020.

9 01 33 10.05 20 1.3 Please confirm that we are to utilize the latest UFC 1-200- 02 High Performance and Sustainable Buildings Requirements with Change 4 issued on October 1, 2019.

Yes. Utilize all of the latest UFCs.

10 SF1442 The original solicitation included a 180 calendar day evaluation period.

Please confirm/clarify the evaluation period and expiration of proposals for Phase II submissions.

The 180 evaluation period covers the Phase II submissions and begins when the Phase II submissions are received.

11 Attach. - H 1.2-f The contract line item notes state that options may be awarded within 365 calendar days of Contract Award Date. Option No’s 1 through 4 (CLIN 0002-0006) include construction materials with volatile escalations that cannot be accurately projected for this period of time. In addition, there is an extraordinary amount of construction work planned for the Camp Lejeune area over the next several years with much of the work planned for procurement in FY20. The requirement to hold pricing for this amount of time will require responsible bidders to include very conservative contingencies.

Considering price is being evaluated for CLIN’s 0001 through 0006, we respectfully ask that the award period for options be reduced to the standard 90 or 120 days from award.

The award period for the options is reduced from 365 days to 180 days after Contract Award Date. Please see updated Attachment H – Price Proposal Form per Amendment 0004.

12 Attachment H – Price Schedule

1.3 Planned Modificati on Notes

Notes state that the estimated amount for A/V has been supplied by the Government, but there does not appear to be an estimated amount for A/V. Please provide.

AV estimated at $100,000. 0004

13 Part 3 Chapter 6 C30 C30 Requires the coating applicator to be SSPC QP1 Certified. This Certification is typically held by bridge, industrial, marine, and tank coating companies.

There are a limited amount of commercial painters that have this certification.

This will limit the pool of subcontractors considerably and result in increased cost. Please advise if the SSPC QP-1 requirement can be waived for this project.

QP 9 Required. QP 1 is NOT required.

14 Part 3 Chapter 4 The programs for the Launcher and Projector Maintenance Shop and the Automotive Shop on pages 1 and 2, chapter 4 of the Part Three – Project Program call for 6 maintenance Bays of 980 SF and 672

SF

respectively. That generates net SF of 5880 and 4032 for the two maintenance bays.

However, in the Room Requirements section both have identical special dimensions of 6 bays @ 42’ x 16’.

Which is correct, and do these spaces need additional circulation space around them (i.e.

The Launcher and Projector maintenance bays are 61.25' x 16' =980SF and 42'x16'= 672 is correct for the automotive shop bay.

do they get grossed up at 1.25x and 1.1x respectively?)

15 Part 3 Chapter 6 F10 This section states minimum eve heights for pre-engineered metal buildings at the compound. Please confirm that these minimum heights are applicable to maintenance bays only and the intent is not for all buildings to have a single tall eve height for both admin and maintenance spaces.

They are applicable for the maintenance bays. The administrative areas eave height will be determined by contractor design.

16 Part 3 Chapter 4 4.6 Space tabulatio n and

If the covered cleaning areas match the existing on the Armory addition and run the full length of the building as shown on Page 10 of the building requirements, their square footage will be double that stated in the program including the 50% SF reduction for outside spaces. Should we provide the full length cleaning area on each side of the building or reduce the length of the cleaning areas by ½ to 400 SF each?

Match the existing covered area with full length of new addition and match the width of the new covered cleaning area to that of the existing building.

17 Amendment #3 Can the bid date and deadline for PPI submission be extended by one week? With the pre-bid site visit scheduled so closely to the deadline, it will be difficult to complete travel and compile any additional questions developed by DB Teams as a result of the site visit observations and discussions. In addition, many subcontractors and vendors will not be reviewing the documents until after the new year leaving little time to compile and submit any questions.

The PPI submission cutoff date will be extended by (2) weeks to January 23, 2020.

The proposal due date will be extended by two (2) weeks to February 6, 2020.

18 Part 3, Chapter

Paragraph

3.1.2 page 5 and Paragraph

3.2.1 page

The paragraph at the top of page 5 states that Explosive Safety Documentation will need to be submitted to the installation a minimum of 60 days prior to start of work. The third paragraph under

3.2.1 states 120 days. Which is correct?

120 days 0004

19 Part 3, Chapter

Part 3, Chapter 3, Paragraph

3.2.8 – Dumpster Pads

Confirm that the dumpster pad at the Armory Addition site should be included in Option #3.

Yes. The dumpster pad at the armory is part of the armory addition option.

20 Part 3, Chapter

6 / ESR 30

Page 1, C30

The header for C30 states “SSPC QP 1 Certification”. The paragraph requires a QP 9 certification.

Please clarify the requirement.

QP 9 Required. QP 1 is NOT required.

21 Can and/or will CAD/digital files of the conceptual site designs be made available?

Files will be made available upon award.

22 Division 01, Section 01 22

10.05 20

DESIGN

SUBMITTALS

Paragraph 1.9.

Please verify that a BIM Model, including Clash Detection Reports and a Record Model, will be required for this project.

Yes, Please use BIM Modeling for design work and provide a record model at the end of design. Clash Detection and its reports is of greater use by the designers during design development and will Not be required by the government reviewers.

23 Section B301001

STEEP SLOPE

ROOFING

SYSTEMS

Indicates that architectural standing seam metal systems shall be used for steep-sloped roofs.

However, this same section references structural standing seam metal roofing systems. Please clarify which system will be required.

B10 ESR states the requirements for the structural roof deck attached to the structural roof purlins.

B30 ESR section provides the requirements for insulation and a roofing known as standing seam metal roofing for the exterior surface exposed to weather.

(Reason for warranty required.) This type of roofing systems does have structural properties contributing to the resistance of design loads and is often referred to as "structural".

However the main resisting component connected to the main frame structural system is the structural roof deck acting as the structural diaphragm member. Both components of the roof system will have the same slope.

24 Sheet A9/ Section B301005 Gutters and Downspoiuts

The existing Electronics / Communications Maintenance Shop utilizes internal roof drains with overflow scuppers, Due to the existence of internal drainsand existing scuppers on the communications maintenance shop, some allowance is possible for that facility once a design is formulated.

per Sheet A9 included in the RFP Drawings.

However, Section B301005

GUTTERS AND

DOWNSPOUTS,

indicates that “concealed (interior) gutters and downspouts are prohibited.”

Will interior roof drains and rain leaders to match the existing be permitted at the Communications Addition?

Refrain from Interior gutters and downspouts on the new standalone facilities.

25 4.4 Space Tabulation

Storage of Organic Units the Communications Room is listed with a square footage of 80 SF but with of total of 90 SF.

Which number is correct?

Use 80 SF as a minimum for the communications room for this facility per Camp Lejeune guidance.

26 Part 3 Chapter 4

– Page 4-5 & 3.2.1

The RFP describes UXO survey and clearance to be performed by the contractor. Please confirm it is the intent to require the contractor to hire a certified UXO Contractor to survey, clear, and remain on site for observation throughout excavation activities. In the past, the Government has contracted directly with an approved UXO contractor and the clearance is completed with a formal survey and report provided to the Contractor prior to

Yes, it is the intent for UXO survey and clearance to be performed by the contractor.

mobilization.

27 Part 3 Chapter 6 B201002

Language is confusing as to what the desired back up wall construction is to

be. Is the intent to provide CMU back up walls behind masonry veneer and metal stud infill above the water table? If this is correct, in the bid option to extend the masonry veneer to full height, would CMU back up walls extend full height as well?

Yes, if brick veneer is extended above water table then assume the CMU back up wall continues.

28 Part 3, Chapter 5, Room Requirements

Automoti ve Organizati onal Shop Building, Maintenan ce Shops x 4

Under “number of occupants” the note states “three total shops”. However, the header states 4 shops. Please clarify number of maintenance shops.

There will be a total of four

(4) shops.

29 Part 3, Chapter 5, Room Requirements

Automoti ve Organizati onal Shop Building, Maintenan ce Bays

Room data sheet lists Solid Exterior Doors. However, space relationship diagram only shows a vehicular door. Please confirm if both

Correct, Vehicular doors are required to allow access for the assigned vehicles and Personnel doors will be required by life safety once a design is formulated.

personnel and vehicular doors are required.

30 Part 3, Chapter 5, Room Requirements

Automoti ve Organizati onal Shop Building, Maintenan ce Shops x 4

Room Data Sheet lists Solid Double Swing Exterior Doors. However, the space relationship diagram does not indicate that an exterior personnel door is required.

Please clarify.

The intent of the double is to allow for wider deliveries when necessary. One of the double doors can serve as a personnel door with the proper hardware.

31 Chapter 5, Room Requirements

Launcher Projector Maintenan ce Shop, Pull- Through Maintenan ce Bays

The Room Data Sheet for the Pull Through Maintenance Bays call for “Swing Exterior Doors”.

However, the Space Relationships diagram does not indicate exterior personnel doors in the Launcher Maintenance Bays.

Please clarify.

Staff will enter the facility via the admin and office areas of the design. The need for personnel doors for exiting in the bays will be determined by life safety in the design phase.

32 Chapter 5, Room Requirements

Launcher Projector Maintenan ce Shop, Lead Acid Storage Room Data Sheet

The Lead Acid Storage does not call for exterior doors. The Space Relationship Diagram, however, indicates an exterior personnel door. Please clarify.

An exterior door for battery deliveries is necessary.

33 Chapter 5, Room Requirements

Launcher Projector Maintenan ce Shop, Storage Room x 3

Please clarify whether each storage room (R, S T) should have an insulated electric coiling door for pallet access. This door is listed on the Room Data Sheet but it is not clear if

Provide an electric coiling door for each storage room since each unit is responsible for their own deliveries.

this is for each storage room.

34 Chapter 5, Room Requirements

Organic Storage Warehous e, Vehicle Storage Room Data Sheet

The Vehicle Storage Room Data Sheet calls for Solid Exterior Doors. However, the Space relationship diagram does not indicate any exterior doors, only vehicular exterior doors. Please clarify.

The need for additional exterior doors for exiting will be determined in the design phase according to life safety requirements.

35 Camp Lejeune Electrical Policies page 4

N/A The RFP calls for LED lighting, the Camp Lejeune Electrical Policies call for florescent lighting in high bay areas. Please confirm lighting type in high bay areas.

Provide LED lighting as required by the RFP.

36 G40: Site Electrical Utilities

N/A The RFP does not specify if the existing power is “Reliable” as defined in UFC 3- 600-01. Please verify if the power source is “Reliable”.

The power source is considered reliable.

37 Chapter B Drawings

Exhibits, V-001 to V-106

Can CADD files of these drawings be provided to aid the proposers in preparing better proposal solutions?

Files will be made available upon award.

38 Attachment H CLIN Schedule Attachm ent H

Should the price proposal be submitted on the CLIN schedule included as pages 3 through 7 of Amendment 2 or on the Price Proposal Form, Attachment H?

Please use the updated price proposal form in Amendment 004.

39 General Will a submittal/review by DDESB (DoD Explosives Safety Review Board) be required? If so, please indicate review and approval durations and describe submittal process.

Type C Design- "Any deviation from the standard approved drawings" for the Type C Magazine, requires written approval from DoD Explosive Safety Board (DDESB). As long as contractor uses the approved design drawings to construct the magazine prescribed in this RFP, there should not be a review & approval period for the magazine design.

Site Approval-Regional Explosives Safety Manager will submit to DDSEB for site approval. This process can be lengthy and take up to several months for approval.

Construction Approval- Prior to construction Regional Explosives Safety Manager will have to submit a Construction Worker Authorization (CWA) to MARCORSYSCOM for approval authorizing the construction. That will require an estimated completion date.

***Contractor should not have to contact the

DDESB.***

40 Section 3.2.3 RFP Section 3.2.3 states the Operational Vehicle Parking must be designed to accommodate the movement of the HIMARS vehicle. The space table for the Launcher and Projector Maintenance Shop in Section 4.10 of the RFP, states the bays must have clearance to allow tractor trailers to pull thru with HIMARS vehicles on the delivery trailer. Should the Operational Vehicle Parking area be designed for tractor trailers?

Tractor trailers and fire engines may occasionally be driven through the bays and on the pavements, but it is not expected that these vehicles will be parked in the compound for any extended period of time.

41 General - Civil Can a complete list of vehicles (size and number) that are expected to be parked at a given time on the Operational Vehicle Parking area be provided?

The amount and size of vehicles is required to provide designated parking and travel areas.

PENDING RESPONSE

42 G202090 & Part 3 Chapter 6

Section G202090 provides a vehicle list for pavement design purposes.

RFP Part 3 – Chapter 6, Part 6, F10, states the Automotive Shop must accommodate the AKR18, the largest vehicle in this Activity’s inventory, the space table for the Launcher and Projector Maintenance Shop in Section 4.10 of the RFP, states the bays must have clearance to allow tractor trailers and RFP Part 3 – Chapter 6 Section G201090 states pavement must be designed to support an 80,000 pound fire department vehicle. These vehicles do not appear to be accounted for in the vehicle list.

Can you provide a complete list of vehicles that will access the site for pavement design purposes?

PENDING RESPONSE

43 General - Civil Is the intent to expand the existing Stormwater BMP adjacent to the site to serve as the stormwater BMP for this project?

Can you provide the design calculations used for the original

BMP?

44 Part 3 Chapter 6 G303007 RFP Part 3 – Chapter 6 Section G303007 states that due to the proximity of this site to the airfield and the Bird/Wildlife Airstrike Safety Hazard, there must be no standing water on the site.

Aerial images on the site indicate the existing BMP is a wet pond with standing water. Is the use of this type of BMP permitted?

"Additionally, due to the proximity of this site to the airfield and the Bird/Wildlife Airstrike Safety Hazard (BASH), there must be no standing water on the site."

This sentence should have been removed. This project is not in the vicinity of an airfield and wet ponds will be allowable.

45 General - Civil How many motorcycle parking spaces are required?

Assume that 100 spaces are required for vehicles (regular and the required number of handicapped). If the customer desires at the kick off meeting a maximum of 3 normal spaces can be converted to 6 concrete motorcycle spaces.

46 General – CLIN Schedule

Attachment H price form differs from the form provided in Amendment 2.

Please clarify which is to be used in our proposal response, and where we should include.

Please use the updated price proposal form in Amendment 005.

47 Part 3 – G40 Electrical Utilities

G40 states that a new electrical service is not required for the armory addition. Is there a spare breaker in the existing building main service to connect to?

Assume a spare breaker is not available.

48 Part 3 – G40 Electrical Utilities

G40 states that a new electrical service is not required for the communications addition. Is there a spare breaker in the existing building main service to connect to?

Assume a spare breaker is not available.

49 Part 3 – G40 Electrical Utilities

G40 States that the communications addition will require a new communications room. It is our understanding that this new room will connect to the existing buildings MDF. Please provide fiber and copper cabling requirements from the new communications room to the existing buildings MDF. Also please provide location of existing MDF room location.

Provide new a new telecom room in accordance with CLGS 27 10 00. Location of MDF is shown on attached PDF labeled

"2020_01_02_BUILDING_1

445_PPI_49.pdf"

50 Part 3 – G40 Electrical Utilities

G40101 G40101 states to connect the new power ductbank to

ESWCH-1297.

Where is this switch located?

Do not use ESWCH-1297 for connection point. For the HIMARS compound, connect to nearby overhead power north and west of Bldg 1332 and along Birch Street.

51 Part 3 – G40 Electrical Utilities

G40101 G40101 states to connect the new power ductbank to

ESWCH-1297.

Please confirm that there is a spare switch way at the switch to connect to?

See PPI 50.

52 Part 3 – G40 Electrical Utilities

G40101 G40101 Appears to state the point of connection for the High Explosive magazine is the same ductbank that feeds the (3) new buildings (organic

This is the closest connection point.

Storage Warehouse, Automotive shop and the Launcher and Projector Maintenance Shop). The magazine is a significant distance away from these buildings and is not cost effective to run a ductbank that far. Please confirm if there is a closer point of connection for the electrical service for the High Explosive Magazine.

53 Part 3 – G40 Electrical Utilities

G403001 G403001 States to connect the new buildings telecommunication s to manhole

MHFC 113-5

located on Birch street. Please provide a drawing showing the location of this manhole so that appropriate distances can be figured in the bid.

See attached PDF labeled

"2020_01_02_HIMARS_SIT

E_PPI_53.pdf."

54 Part 3 – G40 Electrical Utilities

G403001 G403001 States to provide 25 pair OSP cable from the magazine to building SH50.

Please provide location of building SH50 and where to intercept to existing conduits to get to building

SH50.

See attached PDF labeled

"2020_01_02_HIMARS

MAGAZINE_PPI_54.pdf"

55 Part 3 – G40 Electrical Utilities

G403001 G403001 State to provide 12 strand OSP cable from the magazine and terminate within the Physical Equipment room.

Please confirm what building this Fiber is to terminate in and the conduit path to get to this building.

See attached PDF labeled

"2020_01_02_HIMARS

MAGAZINE_PPI_54.pdf".

Terminate within Bldg SH50.

56 Part 3 Chapter 2

– 2.4

Appropria te Design

Please provide additional information for the HIMARS transport vehicles including dimensions and maneuvering capabilities as well as parking spacing requirements. This information is needed to understand and adequately address circulation, turning radiuses, parking clearances, etc. at the compound hardstand.

PENDING RESPONSES

57 Part 3 – Chapter

ESR B10 Explosive Safety:

Please provide the net explosive weight (NEW) and hazard division (HD) of explosives stored in the high explosive earth covered magazine (ECM). Verify that all quantity distance (QD) requirements are met to/from neighboring explosive facilities considering the new ECM as a potential explosive site (PES) and as an exposed site (ES). Should this information be

The required type of concrete magazine has already been designed and approved.

Contractor must construct per approved NAVFAC design for Type C Box Magazine.

Whole Bldg. Design Guide for NAVFAC Dwgs 14004689 - 14004720 provides additional design information. Camp Lejuene's Regional Explosives Safety Manager has verified all ESQD distances.

unknown, provide the NEW and HD of all neighboring explosives facilities, the type of facility (i.e., explosive operating facility, related facility, ECM, above ground magazine (AGM), etc.) and their distance to the new

ECM.

58 Part 3 Physical Security:

It is understood that the ECM and Armory will be classified as a Level Two restricted areas based on the items stored in these facilities. Confirm whether the remaining new buildings and additions included as part of this project will require restricted area classifications in accordance with

MCO 5530.14A.

Verify if there are any physical security requirements in excess of those listed in the RFP and within MCO 5530.14A.

The remaining buildings will not require restricted area classifications.

59 Part 3 – Chapter

2.3.6 – Antiterrori sm Criteria

ATFP: As stated in Section 2.3.6 of the RFP, Camp Lejeune does not have a controlled perimeter.

Therefore, for the purposes of the ATFP analysis, please confirm that new/existing fence lines surrounding the buildings may act as a controlled perimeter for the placement of a W1 threat. Where a fence line is not provided, confirm whether the curb line may act as the controlled perimeter or if berms, ditches, bollards, and/or planters shall be introduced to establish a perimeter for placement of a W1 threat. Where the clear zone requirements of

UFC 4-010-01

dated December 2018, Standard 1 cannot be met, confirm that air-blast analysis is required to verify building structure and façade are designed in accordance with a Very Low Level of Protection.

The term "controlled perimeter" no longer serves a decision-making purpose within 2018 UFC 4-010-01 for the chapter 3 standards.

Camp Lejeune has an "installation perimeter" that meets the requirements as-described in chapter 3 of

2018 UFC 4-010-01. P1495

must maintain the 50 foot clear zone requirement from the installation perimeter.

MILCON projects are not exempt from meeting physical security requirements per MCO 5530.14A chapter 1008.13.

In this case, that will include the 50 foot clear zone requirement. There is no specific charge weight threat or level of protection identified for the P1495 facility, and no assumption regarding charge weight or required level of protection may be made. In the event there are intractable site problems, any antiterrorism assumptions will be reviewed with installation planners, security, and leadership in conjunction with a Security Engineering Planning Assessment per UFC 4-020- 01 to validate any special security engineering requirements. To be clear:

Make no assumptions regarding the applicability of appendix B of UFC 4-010-01 and only proceed considering the chapter 3 standards of

UFC 4-010-01. MCO

5530.14A also requires that there be NO PARKING within the 33 foot unobstructed space due to requirements for inhabited buildings. This exceeds the unobstructed space requirement for UFC 4-010- 01 chapter 3.

60 Part 3 – Chapter

3.1.2 – Geotechni cal Informatio n

It is stated throughout the RFP and Preliminary Soils Report that uncontrolled fill including flyash is present at the site.

Based on the information provided, it is not reasonable to assume the amount of existing contaminated soils can be accurately quantified without further site investigation by the

GEOR. CLIN

0001AG in the base bid schedule requires the contractor to identify a unit price and estimated quantity of undercut and replacement of unsuitable soils.

For consistency among bids, we respectfully request that the estimated quantity be provided for bidding purposes as price can fluctuate considerably based on economies of scale and quantities will differ greatly based on design solutions.

Please use the updated price proposal form in Amendment 005.

61 Part 3 – Chapter

G4010 – Electrical Distributi on

We are unable to locate ESWCH 1297 on the existing conditions plans provided in Attachment B.

Please identify the location of the POC for electrical distribution so that design of

Do not use ESWCH-1297 for connection point. For the HIMARS compound, connect to nearby overhead power north and west of Bldg 1332 and along Birch Street.

underground service can be completed.

62 Part 3 – Chapter

2.6.6 – Armory Addition

Is the RFP intent for the Armory addition to follow the same structural design as the existing construction or is it acceptable to use an alternate structural system which meets the requirements while maintaining the interior and exterior architectural features to match existing construction?

Armory addition must be same structural design as existing building. Reinforced concrete exterior walls and roof structure, with reinforced concrete interior columns. As required for room divisions and hallways include reinforced CMU walls for interior partitions.

63 Base Exterior Architectural

Plan

Page 60 Please confirm the allowable roof slope for the Launcher and Projector Maintenance Shop, Automotive Shop and Organic Storage Building.

The RFP appears to allow for a pre-engineered building solution for these buildings.

However, the Architectural Style and Roof form are not conducive for Pre-Engineered Metal Buildings.

To reduce the cost of the facilities, NAVFAC has a special agreement with the base IDD to allow the lower sloped roofs that normally are not allowed in Camp Lejeune projects.

64 RFP page 15 of 54, Factor 6 – Energy Design Reduction

(b) This section of the RFP indicates to provide energy simulation results using the Whole Building Energy Simulation Templates provided in Part 6 of the RFP. These templates could not be located in Part 6.

In the past these government provided templates have included a Government Baseline workbook along with the baseline building performance rating assumptions to ensure the government is reviewing apples-to-apples comparisons between offerors.

On previous projects the simulation factors included:

1. The specific weather file to be used by all applicants

2. Required occupancy of each room

3. Space usage classification for each room

4. Lighting schedule and calculation method classification

5. Unoccupied temperature setpoints and schedules

6. Infiltration rate assumptions for perimeter zones

7. Receptacle and plug load assumptions

8. Service hot water space usage classification

9. Elevator schedules

10. Parking lot lighting classifications

11. Burdened utility rates for the Base Please confirm that the Factor 6 Paragraph (1) Energy Simulation is a requirement of this RFP and the indicted information above will be provided. If it was not the intent to provide this information please confirm that Factor 6 Paragraph (1) can be excluded and the Paragraph (b)(1) Energy Efficiency Narrative still applies.

Paragraph (b)Whole Building Energy Simulation shall be deleted and instead substitute the following:

The Whole Building Energy Solution requires the use of the following:

- Utility Costs state average via DOE

- “Performance Rating Reports”

- ASHRAE 90.1-2013 User Manual and Utilization Schedules

65 RFP Part 3 Chapter 5 Room Requirements

Launcher shop – storage clarification In RFP/part 3 the following is shown/ described:

4.2 Space

Tabulation

- General Storage with 200SF,

- Storage R with

200SF

- Storage S with

200SF

- Storage T with

200SF

4.10 Space

relationships diagram

- one room with 4 tags (R, S, T and General Storage)

- this one room shows 3 personnel doors to maintenance bays, no exterior access shown

5. Room requirements page 421 ff

- General Storage Room:

- 530SF is ideal

- Provide direct access from exterior through overhead door the Pull-through Maintenance Bays if possible (original sentence= unclear). Divide space into three caged areas.

- Standard interior doors 6’x7’

- Exterior roll-up door 8’x10’

- Storage Room x3:

- Provide 3 rooms, (1)-The space labled general storage will be one large room subdivided into three equal areas with caged partitions. In each of the seperate caged areas, provide three 6x7 doors from the Launcher Maintenance bays and three 4' wide doors to the exterior from each caged area to receive deliveries. (2)- Access to each of these three caged areas will be from the Launcher Maintenance bays via double doors and from the exterior via a 4' wide door to each cage. (3)- provide Three caged areas of 200 SF each. The customer does not want the total area to be less than 530 once the design is generated.

one per battery label as R, S and T.

-- Provide access accordingly.

- Provide exterior access into each room for deliveries and external access via 4’ wide doors.

- Overhead Coiling Door, if on first floor door, 10’x16’

- Standard Interior Doors, if on second floor, 3’x7’

- Wire mesh partitions, 3

1.) Please clarify if general storage and storage R, S, T are separate rooms or if they are combined and just separated with wire mesh.

2.) Please confirm required access from maintenance bay and from exterior to these storage areas.

3.) Please clarify required room sizes: (200SF x 4)

OR (530SF +

200SFx3).

66 RFP Part 3

Room Requirements

Automotive shop – storage and tool room clarification In RFI/ part 3 the following is shown/ described:

4.3 Space Tabulation

- Tool rooms x 4, 360SF, 1440SF total

- Maintenance shops x 4, 550SF, 2200SF total

4.10 Space relationship

diagram

- 4 areas labeled Shop & Tool, each with a personnel door and a window to maintenance bays

5. Room requirements page 470 ff

- Tool Rooms x 4 - Provide direct access from the Pull- Through Maintenance bays.

- Interior Doors, 1 per room, 6’x7’

- Interior overhead doors, 1 per room, 4’x4’, coiling overhead shutter above the counter

- Maintenance shops x

- Provide access from the maintenance bays via double doors

- Solid double swing exterior doors, 6’x7’

1.) Please confirm whether Shop & Tool room can be combined per battery. 1a.) If so, can each Shop & Tool area share access door to maintenance bay?

2.) Is exterior access required to Maintenance shops since door is described as ‘solid double swing exterior door’?

(1)- the intent is to provide each battery with a shop and an attached caged tool storage area adjacent to each of the battery and HQ shops.

Access to each of the shop areas is via a double door while access to the cage area once inside the shop would be via a lockable cage door.

The storage cage of the shop would have a 4x4 roll up door over a service counter that opens to the Bays to allow tools to be checked out and returned without going into the shop. (2)- The double doors from the Maintenance Bays to the shops should be exterior grade because the maintenance bays are open to the atmosphere many times.

To clarify, the only access to the Shop is from the maintenance bay and not from the building exterior.

67 RFP Part 3

Room Requirements

Organic Storage warehouse – Battery storage clarification In RFI/ part 3 the following is shown/ described:

4.10 Space

relationship diagram

- the battery storage cages are shown as a separate room from the vehicle storage

- 3 exterior access doors (one for each cage), no interior access shown

5. Room requirements

- Battery storage cages

- Must be accessible from the exterior

- Standard interior doors, 3’x7’

1.) Please indicate if there is access from the vehicle storage or any other interior area required, since interior door type and size is shown.

2.) Please provide the required size and door type for the access from exterior.

(1)- the customers intent is to allow access to each of the Batery Storage cages via a single 3x7 interior door that is in the Lobby area of the offices. A short corridor will link each of the three cages.

A 3'x7' cage door will provide entry from the connecting corridor. (2)- Each of the three battery storage cages will have an exterior access by an oversize 4'x7' swinging exterior door.

68 Part 3 Chapter 5

ESR G20 Please clarify where the minimum pavement sections in Paragraph G2010 Roadways will be used. Is it only at the Magazine storage facility?

As needed where roadways will be provided. Roadway construction may be necessary at the magazine.

69 Part 3 Chapter 6 Page 5 & 6

ESR G20 Please clarify Bid Option Minimum pavement section as the bid option calls for a 12” thick cement soil stabilized subgrade. Is this supposed to be 12”drainage layer (sand) or must we add another 12” drainage layer beneath the 8” concrete, 10” aggregate and 12” of cement soil stabilized subgrade?

The intent is to stabilize the existing flyash in place. An additional 12" thick sand drainage layer is not required.

70 Part 3 Chapter 6 ESR G20 Minimum concrete pavement sections

– PCASE and UFC’s allow for the elimination of an aggregate base course when a drainage layer is used under rigid pavements. Please confirm if the minimum pavement section can be revised based on PCASE calculations and eliminate the unnecessary aggregate base course.

Rigid pavements drainage layer must be placed directly beneath the concrete slab. In the structural design of the concrete slab the drainage layer along with any granular separation layer must be considered a base layer, and structural benefit may be realized from the layers.

71 Part 3 Chapter 6

ESR G20 Please confirm if aggregate base and/or a drainage layer is required under pedestrian paving (sidewalks).

Provide 4" of dence graded aggregate base course under pedestrian paving.

72 Part 3 Chapter 5 ESR G20 Please clarify if the Dumpster Pad Pavement section should follow the minimum rigid section G2010 Roadways (8” PCC / 6” aggregate / 12” sand) or G202090

(8” PCC / 10”

Dumpster enclosure should be designed at part of the facility. FIO, the BEAP requires reinforced concrete slab and 7 foot tall masonry walls on three sides.

aggregate/ 12” cement coil stabilized subgrade).

73 Part 3 Chapter 6

ESR G20 Design Vehicles provided in G202090 are not all design vehicles used in PCASE.

Please confirm the equivalent vehicles so that all bidders can be designing based on the same requirements:

M1140 = M923, M1161 = M-ATV

(Assault), M1151 =

M114, HWMMV =

M1097

PENDING RESPONSE

74 Part 3 Chapter 3 & Chapter 6

G2020 Parking identifies motorcycle parking space size, but it does not specify the quantity of spaces. Please clarify how many motorcycle parking spaces are required and whether this is part of the 100 POV spaces or in addition to.

See PPI # 45 0005

75 RFP Part 6 Magazine

Conceptual drawing

322 of RFP 2 of

EXHIBI

T

Please clarify the minimum drive width in front of the magazine facility, no dimension is given and the scale of the drawing contradicts itself.

PENDING RESPONSE

76 Part 3, 4.10 space relationships and 5.0 room requirements

Launcher Shop, Lead acid battery storage, HIMARS parts storage, HIMARS maint.

tool room: Please confirm required access from exterior incl. door type and size.

To accommodate deliveries:

Provide a 8x10 exterior overhead door for the POL Storage, Provide a 8x10 exterior overhead door for the lead Acid Storage,Provide a 4x7 exterior swinging door for the each caged section of the general storagearea, Provide a 8x10 exterior overhead door for the HIMARS Parts Storage, and Provide a 8x10 exterior overhead door for the HIMARS Tool Storage

77 Part 3 Chapter 4, 4.10 space relationships

2.5.2 Launcher Shop, Please confirm whether male restrooms to be provided based on given occupancy rate (RFP 2.5.2) or calculated based on Building/ Plumbing Code.

Use the occupancy of 10 persons. If space allows, a minimum of 2 toilets and 1 urinal in the male rest room is desired for convenience.

For the female restroom 1 toilet is required.

78 Part 3, Chapter

Automotive shop.

Please confirm whether second level needs to be ADA/ elevator to be provided.

Consider this facility as all able body military. No elevator/ elevator machinery room or elevator lobby required.

79 Part 3 Chapter 4, 4.0 space relationship

4.3 Automotive shop.

Gross area of first floor (storage/ utility rooms) is smaller than second floor (offices etc.) by about 300SF. Can rooms move from second floor to first floor to achieve simple building geometry?

Yes, to be determined at Charrette with the user. The intent is to keep the structure balanced.

80 Part 3 Chapter

5.0 room requirements PDF page 486 to 489

4.3 Automotive shop.

1st floor: 1.) Please confirm number of toilet cubicles for female to be provided, and number of lockers for male/female.

2.) Should showers be provided for male/female?

2nd floor: 3.)

Please confirm number of restrooms to be provided and male/female ratio.

Total regular occupancy for the building is given as 21 but a large number of outside visitors could be on the second floor for meetings and training. (1)- 1st floor female toilets minimum of two.

Lockers 18 male and 4 female. (2)- Showers on first floor, 2 for male and 1 for female. (3)- 2nd floor will have a 30 person classroom and a 10 person conference room so consider the usage on that floor. But as a minimum provide 2 toilets for the females and 2 toilets and 1 urinal for the males. No lockers or showers will be on the 2nd floor.

81 Part 3 Chapter 4

4.10 space relationshi ps

Organic Storage warehouse. 1.)

Please indicate if direct access from vehicle storage space to offices required.

2.) Please clarify if unisex toilet be accessible from both offices and vehicle storage space.

(1)-No direct access is required from the offices to any of the HIMARS storage bays. The office occupant will go from the shared lobby area outside their office to an exterior door and access their assigned HIMARS storage bay via the large exterior door. (2)- the unisex toilet should only be accessed from the lobby space and not the single storage bay as indicated. Additionally the janitor closet should be accessed from the lobby as well instead of the restroom.

82 Part 3 Chapter

5.0 room requirements Page 422 of

PDF

Launcher Shop.

Please confirm whether maintenance bay dimensions of 42’ x 16’ include circulation and work area around vehicles. If not, please provide the required clearances.

These dimensions include the required work around area.

83 Part 3 Chapter

5.0 Room

Requirements Page 470 of

PDF

Automotive shop.

5.0 Room

requirements: Ideal plan dimensions: 6 bays @ 42’-0” by 16’-0” per bay

6.0 F10 Special

construction:

Minimum maintenance area must be 36’-0” long by 8’-0” wide

Please confirm vehicle dimensions (AKR18) that will be maintained in this shop and required bay size, incl. circulation and work area around vehicles.

These dimensions include the required work around area.

84 Part 3 Chapter

5.0 Room

requirements Page 519 of

PDF

Organic storage warehouse. Please confirm circulation and work area around vehicles.

What clearances are required?

These dimensions include the required work around area.

85 RFP Part 1

4 (i) The RFP states “The Price Proposal (if submitted in hard copy) and the Non- Price Proposal shall be submitted in separate 3-ring binders.” Please clarify if the entire Price Proposal may be submitted electronically to Brittany.cristelli@ navy.mil on or before time set for receipt of proposals.

A hardcopy of the price proposal is still required.

However Attachment H – Price Proposal Form may be submitted electronically.

86 Part 3 Section 5, Automotive Shop Page 479 of

PDF

Per RFP Room Requirements Part 3 Section 5, the storage room for tires shall have 10 tires stacked on the floor. Please indicate the tire stacking arrangement for this room.

To eliminate the need for lifting these large heavy tires, provide a rack system on the floor side by side to be determined at the Charrette with the user.

87 Part 3 Section 5, Operational Hazards Page 568 of PDF

Per RFP Room Requirements Part 3 Section 5 for the Operational Hazards POL storage room, a

HAZMAT

containment is provided for the storage of POL. 1.)

Please indicate the amount of each substance being stored and if the containers are pressurized. 2.)

Please indicate the type of fluids being stored.

PENDING RESPONSE

88 Part 3 Section 5, Operational Hazards Page 570 of

PDF

Per RFP Room Requirements Part 3 Section 5 for the Operational Hazards non-POL storage room, a

HAZMAT

containment is provided for the storage of non- POL fluids. 1.)

Please indicate the amount of each substance being stored and if the containers are pressurized. 2.)

Please indicate the type of fluids being stored.

89 Part 3 Section 5, Operational Hazards Page 576 of

PDF

Per RFP Room Requirements Part 3 Section 5 for the Operational Hazards miscellaneous HAZMAT storage room, a HAZMAT containment is provided for the storage of miscellaneous materials. 1.)

Please indicate the type of materials being stored if they are flammable/combus tible. 2.) Please indicate how the materials are being stored and in what type of containers.

PENDING RESPONSE

90 Part 3 Section/Chapter

D4020 Please provide maintenance reports for any existing fire pumps to remain.

There are no existing fire pumps.

91 Part 3, Section

D4010 Per RFP Section D4010, a new FACP is to be provided for the Communications Addition to replace the existing conventional Simplex panel located at the entrance of the existing building.

Please indicate if there is a preferred panel model for the new panel.

The three existing fire alarm system manufacturers at Camp Lejeune are Fire-Lite, Notifier, and Simplex.

92 Part 3, Section

D4010 Per RFP Section D4010, the fire reporting portion of the system shall be

The existing fire reporting system at Camp Lejeune is the Sur-Gard System III Multi-platform Digital compatible with the existing base reporting system.

Please indicate the type of the existing base reporting system and the location of the receiving station.

Telephone Receiver. The project fire alarm system must be provided with a point reporting digital alarm communicator transmitter, compatible with Sur-Gard System III Multi-platform Digital Telephone Receiver, and it must be programmed to report by points via Contact ID protocol.

Coordinate with the base Fire Department for programming the system.

93 Part 3, Section

D4040 Per RFP Section D4040, high piled storage shall use NFPA 13 to determine design criteria. UFC 3- 600-01 Section 4- 44 applies to facilities with a ceiling height greater than 12 feet used for storage of materials.

Additionally, Section 4-44.2.3.1 states that sprinkler protection, at a minimum, must be based on Class IV, non-encapsulated commodities as defined by NFPA 13 and must be based on the maximum potential height of storage, which shall be assumed to be the roof or ceiling height. Please confirm that this section of UFC is applicable for the high piled storage areas.

High pile storage is a possibility. DOR is to design in accordance with UFC 3- 600-01 and NFPA 13.

94 Part 3, Section

D502001 Per RFP Section D502001, electrical shall provide a circuit for a Giant Voice panel, however there is no…