P680_PPI_LOG_r1.pdf

Reference

PPI

Page Section Paragraph Question Response

P680

GOAT

and Page

Part 3: 4

Building

Requirements

4.1 Space

Tabulation

In the Part 1.0 Project Description, the proposed facility footprint is listed as 9,795 SF. This is consistent with the square footage listed in the

DD1391. However, the concept layout in the RFP shows a building that is 80’-0” x 120’-0” which equates to 9,600 SF. The Total Area listed in the

4.1 Space Tabulation is 8,960 SF. Is it

permissible to design the building to the minimum square footage listed in the 4.1 Space

Tabulation, as long as the requirements listed in

PART THREE – ROOM REQUIREMENTS are met?

No, the space tabulation does not include circulation, as noted below the space tab chart in the RFP.

Additionally, Chapter 4.1 Space

Tabulation indicates that the space tab represents project minimums; the overall building footprint square footages authorized in the DD1391 shall be the maximum authorized. It should be noted that the concept drawing is intended to convey spatial relationships and, therefore, does not accurately represent appropriate wall thicknesses, column spacings, etc.

2 n/a Is the adjacent Lift Station sized for this project?

No the lift station was installed along with the adjacent Hangar undre

P705. Attached are Plan sheets and

Lift station calcs from the IFC submittal for P705. P680 population is expected to not exceed 30 persons and will be used intermittently.

Issued by Amd

Pre-Proposal Inquiry Submission Form N4008519R9012 P680 CH53K Cargo Loading Trainer, MCAS New River, NC

3 1553 6

Will a concrete sidewalk be required to access exterior doors on the Concept Plan North side of the building? If so, what size? Will it be required to support a vehicle as well?

Sidewalk connection is not required.

Northside concrete is provided for the tug vehicle to pull onto from the interior of the building.

4 C3020 5 Floor Fins

For Space CH53K GOAT Trainer Room: RFP states to "Provide hydraulic trenching with cover plate to serve trainer (18"W x 18" D). Please provide required LF of trenches for hydraulics/ electrical, etc. to trainer. What are load requirements for trench covers?

UFC 4-171-01N Design: Avaition

Training Facilities Section 2.2.7.2 requires trench covers be designed to the wheel load of loaded forklift.

C3020 &

D50

Floor Fin.

and

Electrical

Dist.

For Space CH53K GOAT Trainer Room: RFP states "provide grounding points with tie down provisions as required by trainer. Under D50 it states "provide ground tie-downs… and grounding points… see the Aircrew Trainer layuout". Please confirm this satisfies requirement noted in C3020 or provide Aircrew

Trainer layout/ additional information about the trainer.

In Part 3, Room Requirements, C3020 is a general statement whereas D50 is more specific; both adhere to the Aircrew Trainer layout.

6 5

Floor finishes for GOAT Trainer Room and

Brief/ Debrief differ. How should these be transitioned?

Provide appropiate brushed stainless steel transition strips between all flooring changes.

7 331 5 AATD

What is the height required for the raised access floor system?

The top of the raised access floor system to match the adjacent concrete slab floor height in GOAT

Trainer Room 100. The clear depth of the recessed slab is determined by need for horizontal electrical distribution services. DOR to coordinate and provide design outcome. Customer preference is for eight inch (8") depth, with a minimum depth of six inches (6").

8 331 5 AATD

Is the top of the raised access floor system required to be flush with the finished floor of the

CH53K GOAT Trainer Room?

Match adjacent concrete slab.

Provide appropiate transition between CH53K GOAT Trainer

Room and AATD

9 5

How many windows are required for each space identified? RFP states minimum size per window but not quantity.

The RFP does not provide a minimum required quantity of windows for each space. Also, the

RFP does not provide a minimum size per window. The RFP lists a minimum square footage for windows. Quantity and size should be considered in the overall aesthetic and function of the building and its interior room spaces.

10 326 5 Please provide amount of required translucent panels (SF or quantity of a specific size).

The translucent clerestory panels are applied to CH-53K GOAT Trainer

Room 100 only. The RFP does not provide a minimum required quantity of translucent clerestory panels.

Also, the RFP does not provide a minimum size per panel. The RFP lists a minimum square footage for translucent clerestory panels in Part 3

5.0 Room Requirements (720 SF

Min). Quantity and size should be considered in the overall aesthetic and function of the building and its interior room spaces.

11 5

How will trainers be installed in AA Training

Device Space? Is floor required to support sliding elements in on sleds or will contractor be required to build space around equipment?

The contractor will not be required to build the space around the equipment.

12 4, 6

Which takes precident: the Space Tabulations in

4.1 identified as "project minimums" for each required space in the building or the Concept

Floor Plan included in the RFP? There are spaces in the Concept Floor Plan provided which do not meet these minimums.

The Space Tabulation takes precedence.

13 4, 5

In CH53K GOAT Trainer Room: If structural columns require pilaster conditions at the perimeter of the GOAT Trainer Room, is the minimum required SF for this space required to be calculated from the face of each pilaster (in other words the total clear area), or the total SF minus the pilasters?

The RFP specifically states that no interior columns or pilasters are allowed (Reference 'Special

Requirements' on Room

Requirements for GOAT Trainer

Room).

0004, Updated

Respons e 0006

14 5, 6

In Advanced Aircrew Training Device Room:

Please confirm required 5' clear around training devices.

Five foot clearance is required;

safety and egress are the first priority, ability for the instructor to move around the devices is the second priority.

15 5, 6

In Advanced Aircrew Training Device Room:

Please confirm size and number of racks attached to training devices and AAT Device Room.

Four racks will be required for each device. Racks will be standard size of 36" x 24".

16 5, 7

In Advanced Aircrew Training Device Room:

Please confirm number of occupants required to operate/ train consecutively in the space.

Occupancy of 5 - 6 Marines at a time. In each trainer there would be 2 students, with 1 or 2 instructors/operators.

17 4, 5, 6

In Advanced Aircrew Training Device Room:

Please confirm required area for A A Training

Device Room (RM. 102) identified in 4.1 Space

Tabulations and on Concept Floor Plan. Space does not support 7.2 P680 Concept Plan AATD

Room Layout provided in RFP or identified required clear areas.

The provided Part 6, Attachment 7.2 -

P680 Concept Plan AATD Room

Layout is based on a 32'-0" x 20'-0" footprint. That is the minimum required footprint.

136 (1066 in PDF)

Attachment-

BEAP

Per BEAP for New River Air Station District, "The basic requirement is that the primary building entrances be recognizable as obvious points of entry to the facility. At a minimum, this shall include overhead cover to shelter occupants from the weather and a storefront door and side light." Will either an overhead cover or storefront/ side light be required for this facility or will the requirement be waived?

Overhead cover at the main entrance is required. A storefront door/sidelite(s) are not required, nor desirable, for this project.

19 01 10 00 Factor 6

1. Section 01 10 00, Evaluation Factors for

Award, Factor 6 – Energy Design Reduction, para. (i) (a) requires the respondent to utilize

“local unburdened PWD rates” in the building energy model. Please provide the rates for electricity and natural gas.

Prevailing utilities rates (activity) for

MCAS New River as follows:

Electricity: $70.92/MWh

Water: $2.34/k-gal

W/Wtr: $2.24/k-gal

NG: $7.48/dth (Nov-Mar)

$7.16/dth (Apr-Oct)

20 6

ESR

D303002

Part 6 - ESR D303002 requires provision of a ductless split heat pump for the Fire Pump

Room. Please confirm if a DSS is indeed required in this space.

For bidding purposes provide the ductless split system heat pump for the Fire Pump Room. If it is determined later in the project that the DSS is not required it can be removed via a deductive modification.

21 6

ESR

G40/G40300

1. Part 6 - ESR G40/G403001 states spare fiber and copper and spare pathways are NOT present near the proposed site location but availability for both are about 1 mile away. The connection point for the site telecommunications systems must be underground at a Manhole near the intersection of Campbell and White Streets and extended to the project site underground in a system of manholes and ductbank to the telecommunications equipment room. The D/B team understands that a corrosion control hangar was recently constructed near the project site.

That said, is there now a tie in point closer to the site other than the intersection of Campbell and

White Streets?

SEPT 03, 2019 - PPI Response Re-issued. See attachment 21.

0004, Updated

Respons e 0006

22 5

Part 5 - Room Requirements – CH-53K GOAT

Trainer Room. What is the height of pallet storage rack? What commodities will be stored on the pallets? What is aisle width between adjacent racks?

As noted in Room Requirements:

Pallet racks are 42"D x 96"W x

144"H-total of (2). Layout of racks to be determined during design.

23 6

Energy

Design

Reduction

(i)

Solicitation

Submittal

Requirement s

Please clarify if the requirement listed under the part (b) Whole Building Energy Simulation requesting that the energy model prepared by the

D-B team include process loads and utilize utility rates applies to this RFP response when, under section (ii) Basis of Government Evaluation, the metric that is being reviewed by the government for compliance with RFP is energy consumption reduction, not energy cost reduction.

The utility costs are still required as another means of comparison regarding the accuracy of the build.

The metric will remain energy consumption reduction, but cost information is required.

24 327 5

GOAT /

C302007

At the GOAT Trainer space, is the integral epoxy base intended only for the Bid Option? If so, what type of base is required under the Base Bid?

No Base is required. Provide sealant joint between slab and CMU.

25 330 5 GOAT / E10

Will the overhead crane need to provide coverage to any other spaces besides the CH-53K GOAT

Trainer Room?

No 0006

26 331 5

AATD /

C302011

Will the raised access flooring in the AATD need to support the dead load of the 6,000 lb. Cockpit

Trainers? Can this equipment be supported on an independent steel frame?

Supporting trainers on the raised floor system is not a requirement.

27 1 of 31

Part 3, 5.0

Room

Requirements

CH-53K GOAT

Trainer Room

Space

Characteristi cs, last paragraph

Is the intent of this paragraph to have the contractor create a quantity of ten 4 foot by 4 foot pieces of art from images (i.e. jpeg) that is provided by the government in the FF&E budget?

Yes. Artwork is funded as part of

FF&E. To further clarify, digital images used for artwork require hi resolution file types (not .jpg files).

28 6 of 31

Part 3, 5.0

Room

Requirements, Advanced

Aircrew

Training Device

Room

A1030 What is the required height of the raised floor?

A total depth of eight inches (8") is desired, minimum depth is six inches

(6").

Is NFPA 1 (2018), 11.10 Two-Way Radio

Communication Enhancement System/NFPA 72

(2016) 24.9 Two-Way Radio Communication

Enhancement System are these requirements to be incorporated into this project’s design?

The requirements from NFPA 1

(2018), 11.10 Two-Way Radio

Communication

The requirements from NFPA 1

(2018), 11.10 Two-Way Radio

Communication Enhancement

System/NFPA 72 (2016) 24.9 will not be applied to this project.

30 5 of 31

Part 3, 5.0

Room

Requirements, CH-53K GOAT

Trainer Room

D503001

CH-53K GOAT Trainer Room and other rooms, What is required to be provided for the “…two

(2) wireless nodes/points for wireless connection to building AS4109?

Provide a CAT 6 cable in raceway to two separate locations; locations

TBD during design.

31 Part 6, 7.1

Concept

Floor Plan, COMS

ROOM,

Is the size indicated on the provided floor plan the size that is to be included in the project even though it is smaller than required by RFP 9.3

Telecommunication(s) Room (TR) Layout and

UFC 3-580-01, 2-4.2.2?

Minimum size TR is 8 feet x 10 feet per Attachement 9.3 and UFC 3-580-

01, Section 2-4.2.2.

Section 01 33

29.05 20

Should the Edition of ASHRAE 90.1 be 2013 to match other parts of the RFP document?

Yes. ASHRAE 90.1-2013 is what applies to the project.

33 Page 3 Part 3, Chapter

D501002, Last paragraph

Is the intent of the RFP to require cable protectors (fuses) on each ungrounded conductor of a parallel set of conductors?

The NEC does not require fuses only for overcurrent protection; it does allow circuit breakers. Whether or not the last paragraph of D501002 is present, code requires overcurrent protection of conductors.

ASHRAE 90.1 (2013 and/or 2016), is the project to include the occupancy sensor control of receptacles as defined in 8.4.2?

For bidding purposes, yes. This may be altered depending upon customer need and uses in the facility if they meet the exception requirements.

ASHRAE 90.1 (2013 and/or 2016), is the project to include the Electrical Energy Monitoring system components as defined in 8.4.3? If yes, what components are needed to be provided to tie into the base wide Energy Monitoring System?

Yes. Per the RFP, see Part 6 along with sections 9.1 and 9.2 of the Final

RFP Rev 1 regarding Camp Lejeune

Electrical Policies, Camp Lejeune

Advanced Meter requirements, and all other AMI requirements.

36 Page 7 Part 3 Chapter 6 D503004

Since televisions are not required in any room’s

Room Requirement, is a television system required for the project?

Although TV reception (service) is not a project requirement, in the brief/debrief room a monitor and is its supporting devices and equipment are required.

37 Page 7 Part 3 Chapter 6 D503005

Since “Security Systems” are not required in any room’s Room Requirement, are any of the security systems required for the project?

Per D503005, rough-ins are required. 0006

38 Page 3 Part 3, Chapter

D501003

States that the service is anticipated to be

208Y/120 volt, and Room Requirements CH-53K

GOAT Training Room D50 requires a 100 amp 3 phase receptacle, Is a 100 amp 208 volt receptacle acceptable for the loads that will be served?

Incoming secondary service voltage is up to the DOR. D501003 is implying if the secondary voltage is

480, then step-down transformers will be required. As for the 100A, 3PH receptacle, the DOR must determine quantity, location, etc.

39 Part 6, 3.2

Drawing

CS101, Note

12 Area

Is this area to be provided with lighting?

Building mounted type lighting will suffice for the area.

40 Part 6, 3.2 Drawing

CS101

Is the new security fence to be provided with new lighting?

Yes. BID Opt #4 - Provide lighting within the fence line. Lighting to match fixtures, poles and bases used for AS4109. Provide lighting controls. See attachment 40 for more information, use fixture Type

SD. Drawings provided are for reference only.

41 Part 6, 3.2 Drawing

CS101

Is the Note 6 pole in an existing location? If no, what is the routing for the existing primary service to building AS4109?

Please consult Sheet CD101

(existing power to AS4109), the RFP and if attending the prepoposual walk-thru, items will be clearer.

42 Page 2 Part 3, B10 Is a Metal Building System an allowable substructure system for this project?

No. 0006

Part 6, 3.2, Part

6, 7.1

Drawing

CS101 /

Concept

Floor Plan

Plan North on the Concept Floor Plan does not appear to be consistent with the CS101 15% Site

Design. Please reference the arrow on the plan north indicator on the Concept Floor Plan. Please confirm plan north.

Concept floor plan is an exercise in footprint and adjacency delineation.

It is not a reference in regards to building orientations as it relates to the site.

44 4 Part 2, Section

01 33 29.05 1.4.4.1

TPC Registration Required: Project is to be registered and achieve third party certification

(TPC) by meeting all TPC and project requirements for a level of GBI Geen Globes for

NC, or Government-approved equivalent TPC sustainability certification or validation. Green

Globes level is not defined - confirm which level of Green Globes is required.

Utilize one of the following rating systems:

a) USGBC LEED

b) USGBC Guiding Principles

Assessment

c) GBI Green Globes

d) GBI Guiding Principles

Compliance

If Green Globes is selected, achieve level four or five.

45 4 Part 2, Section

01 33 29.05 1.4.4.1

TPC Registration required: Project is to be registered and achieve third party certification

(TPC) by meeting all TPC and project requirements for a level of GBI Green Globes for

NC, or Government-approved equivalent TPC sustainability certification or validation. Confirm if GBI’s Department of Defense Guiding

Principles Compliance for New Construction and

Modernization is an approved equivalent TPC sustainability certification or validation.

Yes. Green Building Initiative’s

(GBI) Department of Defense

Guiding Principles Compliance for

New Construction (DoD GPC NC) is a program designed specifically for

DoD construction projects undergoing Third-Party Certification

(TPC) for the federal Guiding

Principles. The DoD GPC NC program validates compliance with

Unified Facilities Criteria (UFC) 1-

200-02 High Performance and

Sustainable Building Requirements.

When a building meets the requirements of UFC 1-200-02, it is considered compliant with the

Guiding Principles for Sustainable

Federal Buildings.

46 2 of 31 Part 3, Room

Requirements

CH-53K

GOAT

Trainer

Room

The room requirements page 2 of 31 identify sealed concrete as the base bid and epoxy floor as the bid option for the GOAT Trainer Room. Bid option 3 "requests concrete floor sealer in lieu of epoxy floor coating at the Trainer Space

(6600SF)". Please clarify the base bid versus option.

Base bid is sealed concrete with a hardner.

C3020 is the subfloor and exterior apron.

47 4, 6 4.3, BEAP

The RFP states that the Exterior Character shall

"follow the explicit requirements of the IAP

(BEAP) attached in Part 6 of the RFP." The

BEAP requires a minimum roof slope of 4:12 for the building, including over the Pallet Storage

Area. NFPA 13, section 12.1.2 does not allow a roof slope exceeding 2:12 over certain storage areas. Will a flat ceiling be required to be installed over the storage area? And if so, what clear height is required?

No flat ceiling be required over the storage area.

Part 3, Chapter

6, ESR D20

D202003

RFP Part 3, Chapter 6/ESR D20 – D202003

Domestic Water Equipment – states that we should ‘provide instantaneous electric point of use water heaters.’ As this project also requires an Emergency Shower/Eyewash, the KW requirement for an electric heater for this application is very high. Would a High

Efficiency Gas Fired Storage Heater, sized for supplying the required water to the emergency fixture, and the remaining small hot water demand in the building, be an acceptable option?

Yes, a high efficiency gas-fired storage heater would be an acceptable alternative.

Part 3, Chapter

G403001

Part 3, Chapter 6, G403001, What is the maximum spacing for manholes for the telecommunications service?

Please use 550 linear feet for a max. 0006

Part 3, Chapter

G403001

Part 3, Chapter 6, G403001, Are manholes required at each change of direction in the telecommunications ductbank?

Yes. 0006

Part 3, Chapter

G403001

Part 3, Chapter 6, G403001, There is an existing

Quazite box near the intersection of Campbell and White Streets, is this the location for the connection of the telecommunications services?

(No labeled communications manhole was located near the intersection)

See response to PPI #21. 0006

Part 3, Chapter

G403001

Part 3, Chapter 6, G403001, Is there a minimum size requirement for the new telecommunications manholes?

Please reference spec 33 82 00 of

Part 5, Section 2.2.4 Pathway.

Although the third paragraph deals with direct burial, please consult the end of the paragraph for minimum size.

Hurricane Dorian is closing in on Florida where our headquarters is located. Preparations for this storm are already impacting the proposal effort for this project. We respectfully request a two week extension for the due date of this proposal.

Proposal due date has been extended to Thursday, September 26, 2019 by

2PM EDT. Pre-Proposal Inquiries

(PPIs) due date extended to

Thursday, 12 September 2019 by

2PM EDT.

54 6

Is a concrete pad required outside the exterior door to the Hydraulic Pump Room? If so, what size?

Concrete pads are required at exterior doors. Concrete sidewalk conecting pads is not required. Due to proximity of multiple doors DOR may consider providing continous slab rather then isolated pads if it is determined to be cost effective.

DOR shall determine size based on door openings.

55 6 Is a concrete pad required outside the exterior door to the Fire Pump Room? If so, what size?

Concrete pads are required at exterior doors. Concrete sidewalk conecting pads is not required. Due to proximity of multiple doors DOR may consider providing continous slab rather then isolated pads if it is determined to be cost effective.

DOR shall determine size based on door openings.

56 6 Is a concrete pad required outside the exterior door to the Electric Room? If so, what size?

Concrete pads are required at exterior doors. Concrete sidewalk conecting pads is not required. Due to proximity of multiple doors DOR may consider providing continous slab rather then isolated pads if it is determined to be cost effective.

DOR shall determine size based on door openings.

57 6 Is a concrete pad required outside the exterior door to the Mechanical Room? If so, what size?

Concrete pads are required at exterior doors. Concrete sidewalk conecting pads is not required. Due to proximity of multiple doors DOR may consider providing continous slab rather then isolated pads if it is determined to be cost effective.

DOR shall determine size based on door openings.

58 6

Is a concrete sidewalk required from the concrete access drive on the south/ southeast side of the building to the exterior doors to the Hydraulic

Pump Room, Fire Pump Room, Electrical Room, and Mechanical Room? If so, what size?

No. 0006

59 6

If a concrete sidewalk is required from the concrete access drive on the south/ southeast side of the building to the exterior doors to the

Hydraulic Pump Room, Fire Pump Room, Electrical Room, and Mechanical Room, will it be required to support a vehicle? If so, what size?

No. 0006

RFP Page 5

& Page 17

Evaluation Factors for Award (page 5) has the title Factor 6 - Energy and Sustainable Design.

The submittal requirements for each factor on page 17 has the title Factor 6 - Energy Design

Reduction. Please clarify the correct title for

Factor 6?

Correct Title for Factor 6 - Energy and Sustainable Design

Part 3, Chapter

4.1

Please provide information on the forklift that will be used. i.e. size, model number, turning radius, etc.

Forklift will be electric; reference

Room Requirements for GOAT

Trainer Room. Specific forklift features to be determined during design.

62 3 Part 3, Chapter

6 / ESR G20

G204003

Paragraph states to "relocate existing or provide new pull-up bars on site that match existing dimensions and Marine Fitness standards".

Please provide scope of work for new or relocated fitness equipment to include type, size and quantity.

During the site visit with KTRs, the host noted "to relocate the fitness equipment to the other side of the covered walkway." Provide a BID

OPTION to relocate existing fitness equipment.

RFP

Proposal

Submission

Instructions

Please consider an electronic submission of the

Phase II proposals by the due date and time. The hard copy proposal will be shipped overnight for delivery the next day by close of business. This is advantageous to the Government in that it will allow pricing to be received just prior to the bid closing which equates more competitive pricing for the project and allows small business contractors additional time to finalize bid proposals.

Attachment G - Price Proposal Form

Rev can be submitted electronically by proposal due date 26 September

2019 by 2PM EDT. Please see SF30

Continuation Page for updated submission instructions for Price

Proposal Form Rev.

64 2, 6

Part 3, Chapter

6 / ESR A10;

Part 3, Chapter

A101001;

3.1.3

Part 3, Chapter 6, ESR A10, Section A101001 appears to be a prescriptive specification requiring ground improvement measures consisting of aggregate piers. Part 3, Chapter 3, paragraph 3.1.3 requires that the "Contractor will consult with the licensed Geotechnical

Engineer.... will include a detailed description of the specified ground improvement system design concept." Please clarify if 'ground improvement measures consisting of aggregate piers' are specifically required, or if we are to rely on consultation and feedback from our Geotechnical

Engineer.

Ground improvement measures consisting of aggregate piers is a prescriptive specification requirement as indicated in Part 3, Chapter 6, ESR A10, Section

A101001

Attachment

G - Price

Proposal

Form

The price proposal form reads "CLIN 0001AA.

All project costs not included under CLINs

0001AB through 0006." However, the table below refers to Site CLINs. Which one is correct the CLINs description or the table?

Wording updated on revised price proposal form, Attachment G

Attachment

G - Price

Proposal

Form

The price proposal form reads "CLIN 0001AB.

Price for the entire project Site Work, outside the facility's 5 foot line, complete in accordance with the drawings and specifications, but excluding work described in CLIN0001AA, 0001AC and

0002." However, the table below refers to

Building CLINs. Which one is correct the CLINs description or the table?

Wording updated on revised price proposal form, Attachment G

275 Part 2, Section

01 91 00.15 22

01 45 00.05 20 and Section 01

31 19.05 20

Multiple Section 01 91 00.15 22 indicates that the

Government will provide the Commissioning

Authority and perform the commissioning with the Contractor's support. Other specifications seem to indicate that the Contractor is responsible for commissioning activities such as providing the Commissioning Authority, submitting the commissioning plan, etc.. Please confirm the

Government is responsible for providing the

Commissioning Authority and will be responsible for Commissioning with Contractor support.

For bidding purposes, the

Government is responsible for providing the Commissioning

Authority. Should the separate

Government Commissioning contract be unavailable or unsuitable for use with this project a modification will be issued for the

Contractor to provide the requirement.

385-386 Part 3, Chapter

6, ESR D20

D209090 Hydraulic Fluid Power System: What is the maximum supplied oil temperature allowed for the simulator?

Response Pending

385-386 Part 3, Chapter

6, ESR D20

D209090 Hydraulic Fluid Power System: This section states carbon steel supply and return piping in trench. However, given the area and corrosion, stainless steel will increase longevity of the system. Please confirm that carbon steel is the correct material for hydraulic piping.

Response Pending

385-386 Part 3, Chapter

6, ESR D20

D209090 Hydraulic Fluid Power System: The quantity of hydraulic fluid is not provided and cannot be determined with information within the RFP.

Will the hydraulic fluid be provided by the government? If to be provided by the DB contractor, please provide a quantity.

Response Pending

18 of 39 Phase 1

Solicitation, Factor 6, Solicitation

Submittal

Requirements, Whole Building

Commissioning

(b)

Factor 6 states, "The whole Building Energy

Solution requires the use of the following documents included in Part 6 of this RFP". It goes on to list "Government Baseline Building

Performance Rating", "Government Baseline

Building Energy Model (input-output) schedules" and four other documents. These documents could not be located in part 6. Please provide these documents.

Under paragraph (1) (b), this is a list of standard documentation reports that can be generated from whatever

HVAC/energy simulation modeling program (e.g., Trane Trace 700, Carrier HAP, etc.) is used by the offeror to meet the solicitation requirement of submitting a Whole

Building Energy

Simulation. The purpose of this requirement is stated in paragraph

(ii) (b) under Factor 6 in the solicitation, to determine validity and to verify the offeror's claim of being able to provide a design that uses 30% less energy that an ASHRAE 90.1, Appendix G baseline.