19R9255 0012.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

Spec Revisions and PPIs – 94, 96, 102, 114, 123, 134, 154, 157, 159, 161 – 181, 184

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 21-May-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 N4008519R9255

X 9B. DATED (SEE ITEM 11)

19-Dec-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

21-May-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:

N4008519R9255

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 0012

This amendment hereby incorporates the following:

A. REVISIONS to RFP

1. Replace the text provided in Amendment 0011, item 2 with the following:

This project shall use the FEMA National Flood Insurance Program, Flood Insurance Rate Maps dated 6/30/2016 (Preliminary). This will impact the minimum required finish floor elevations of the buildings of P1312 and P1533. See Part 3, ESR G103001 of this RFP. In addition, provide parking lots, evidence lots, and storage lots for P1312 and P1533 such that the minimum pavement elevation meets or exceeds the Base Flood Elevation depicted on the aforementioned Flood Insurance Rate Map.

2. PART 2 add the following supplementary information to each specification.

a. 01 30 00.05 Administrative Requirements for Design Build

The Contractor is required to provide a management system comprised of Project Managers and Site Superintendents that ensures enough management is within the package to oversee project and site management at project (P#) number site. The Contractor shall determine the structure of management personnel within their entire package, at a minimum, provide one Project Manager for the contract with a minimum of (15) years experience as a Project Manager on projects of similar size, scope and complexity. Provide one Assistance Project Manager for each project (P#) with a minimum of (5) years experience as a Project Manager or Project Engineer on projects of similar size, scope and complexity. Provide one Project Superintendent for the contract with a minimum of (15) years experience as a Project Superintendent on projects of similar size, scope and complexity. Provide one Assistance Project Superintendent for each project (P#) with a minimum of (5) years experience as a Project Superintendent on projects of similar size, scope and complexity.

b. 01 35 36.05 Government Safety Requirements for Design-Build

One SSHO is required for each project (P#).

c. 01 45 00.05 Design and Construction Quality Control

The Contractor is required to provide a QC program that ensures enough management is within the package to oversee construction work or testing taking place at each project ( P#) number site. The Contractor shall determine the structure of management personnel within their entire package, at a minimum, provide one Quality Control Manager (QCM) for the contract with a minimum of (15) years experience as a QCM on projects of similar size, scope and complexity. Provide one Assistance Quality Control Manager (QCM) for each project (P#) with a minimum of (5) years experience as a QCM on projects of similar size, scope and complexity.

3. PART 3.1 – P833, Chapter 6 Engineering System Requirements, G4010 ELECTRICAL DISTRIBUTION, Revise the last part of the first sentence of first paragraph from “…..located on the east side of the project site.” to “…..located on the west side of the project site.”

4. PART 3.5 – P1519, Chapter 6 G2030 PEDESTRIAN PAVING, replace “FTE” with “maximum occupancy” in the last sentence.

5. Part 3.7 – P1533, Chapter 6 Engineering System Requirements, D50 GENERAL SYSTEM REQUIREMENTS, Add the following to the end of the second paragraph. “Design for the E911 dispatch center, the Alarms Monitors Office, SEOC and all associated areas shall comply with the requirements for Communication Centers in NFPA 1221 and UFC 4-021-02NF Chapter 7.

6. Part 3.1 – P883, Chapter 1 Project Description, Remove “and includes acquisition or interests in necessary land” from the last sentence in the last paragraph.

7. Part 3.2 – P1203, Chapter 1 Project Description, Remove “and includes acquisition or interests in necessary

8. Part 3.2 – P1203, Chapter 3 Site Analysis, 3.1.2.3 New Site Work, 3rd paragraph: Add the sentence “Designer of Record must locate stormwater management area within the proposed site limits.” after the sentence “It is anticipated a stormwater management area will be located on the eastern portion of the site.”

included in the paragraph.

9. Part 3.3 – P1312, Chapter 1 Project Description, Remove “and includes acquisition or interests in necessary

10. Part 3.4 – P1506, Chapter 1 Project Description, Remove “and includes acquisition or interests in necessary

11. Part 3.4 – P1506, Chapter 3 Site Analysis, 3.1.2.3 New Site Work, 3rd paragraph: Add the sentence “Security fence and motorized gate must be black ornamental fencing.” after the sentence “The secured parking area will require a security fence around the perimeter of the lot with a motorized gate.” included in the paragraph.

12. Part 3.5 – P1518, Chapter 1 Project Description, Remove “and includes acquisition or interests in necessary

13. Part 3.6 – P1519, Chapter 1 Project Description, Remove “and includes acquisition or interests in necessary

14. Part 3.7 – P1533, Chapter 1 Project Description, Remove “and includes acquisition or interests in necessary

15. Part 3.1 – P1312, Chapter 6. Engineering System Requirements – D20 Plumbing, D209090: delete “Not used”, add “Provide thermal insulation and heat tracing on all (outdoor lab installations) exposed outdoor installations of domestic water, sanitary drain (including drain traps) and plumbing fixtures for freeze protection. Heat trace must be UL listed and self-regulating cable construction consisting of two 16 AWG, stranded, nickel plated copper bus wires, between which a positive temperature coefficient conductive polymer heating element is placed. Cable must be provided with tinned copper metal braid for additional protection and path for ground fault currents, and a thermoplastic over jacket. Heat tracing on piping must ensure freeze protection to 10°F.

16. Part 3.1 – P883, Chapter 6. Engineering System Requirements – D30 HVAC, GENERAL SYSTEM REQUIREMENTS: add (in 5th subparagraph) “Energy recovery heat exchange not to be used in kitchen hood exhaust.”

17. PPI 157, a revision is issued to the original response in Amendment 0011.

a. Remove redundant SECTION 01 32 17.05 20 from the RFP. SECTION 01 32 17.00 20 is to remain.

18. PART 3.6– P1519, Chapter 6 ESR D50 Electrical- Add the following paragraph to ESR 503001

Telecommunications Systems:

“Provide category 6 network wiring and infrastructure for a closed data network for the owner’s court reporting requirements. The infrastructure shall consist of two outlets located by the court reporters desk in each of the three court rooms (six drops total). Outlets shall be wired to a rack mounted patch panel located in the Chief reporter’s office on the second floor. In addition provide two drops from this patch panel to each of the Court Reporter’s offices located on the second floor. Provide separation, labeling and or identification to clearly distinguish these outlets from the G6 NIPRNET network. All active network equipment, switches, storage servers, etc. will be provided by the owner.”

19. PART 3.6, Chapter 6, ESR E20 “SYSTEM DESCRIPTION”, Revise paragraph 5 to read “The Government A/V budget on the Bid Schedule/Price Proposal Form is $885,000 and does not...”

20. PART 3.6, Chapter 6G, section G6 Audiovisual Requirements- P1519 Legal Services Support Section, remove and replace audiovisual system requirements for “Courtroom” in its entirety with the attached A/V requirement.

ATTACHMENTS

1. P1519_PART 6 Audiovisual (A/V) System Requirements.pdf

B. PPIs – 94, 96, 102, 114, 123, 134, 154, 157, 159, 161 – 181, 184

# Reference Question Government Response

94 D20/Chapter 5 Building

P1312 Lab-General states “Labs will not receive HVAC with exceptions listed on following pages”. The Labs omit HVAC requirements. This will not provide sufficient freeze protection for plumbing equipment such as emergency fixtures and hose bibbs as required by the Room Requirements in all of the labs. As well as the separate water supply in the Plumbing Lab. Please confirm that plumbing services and fixtures are required for the lab spaces and verify if freeze protection measure would therefore be required.

Bid per RFP. Provide fixtures per room requirements. Provide freeze protection measures for water lines, sanitary drains and fixtures. See Amendment 0012.

96 1200 D4040/Chapte r 5

Building P1312

Lab-General states “Labs will not receive HVAC with exceptions listed on following pages”. The Labs omit HVAC requirements. This will not provide sufficient freeze protection for the wet pipe sprinkler system as required in section D4040. Please confirm if a dry pipe system should be provided for the Lab spaces.

Outdoor Labs are not attached to main building and are far enough to not require sprinkler piping.

102 2 Amendment 4 On the second page of amendment 4 you have Item 2 "Design to Budget for Package 5". Below

This is standard language for a solicitation and these Task Force that you state that these estimated costs are for informational purposes only and are not hard ceilings for costs. Can you change the label from "Design to Budget for Package 5" to "Package 5 Individual Building Estimates"? In the current label you are illudig that we should design to a budget and I don' t believe that is your intent.

Hurricane Florence Packages. It serves as a general guide for Estimated

Construction Costs for each project. As stated, if it provided for informational purposes and is not a hard ceiling.

114 Page s 21

Part 3-Chapter

INSTRUCTIO

NAL

FACILITY

TFF+5+RFP+

RTA+PART6

+CHAPTER+

A-

B_16MAR202

0+(2+of+5)

P1312 Instruction Facility. Slab on grade for Outdoor Labs are all indicated to be minimum 50’ deep. Outdoor Training Off Lab - Construction -also indicates a general minimum 50’ depth under Special Dimensions. Does this 50’ dimension refer to covered space required for the Outdoor Training Off Lab- Construction, or to the depth of the slab only as required for all outdoor labs? Is there a minimum depth required for the covered portion of the outdoor labs?

Covered classrooms area shall be minimum of 32’ in depth and shall run full width of classroom/lab. Covered area shall also meet the square footage required by the room tabulation. It is preferred to have classroom covering depths to be consistent.

123 Page

Part 3.3- Chapter 6

ENGINEERIN

G SYSTEM

REQUIREME

NTS,Part 3

Chapter 6/ESR D40 Page 1 /

P1312F

TFF_5_RFP_

RTA_PART1_

_PART5_16M

AR2020_(1_of

_5)

Which H occupancies were the existing hazardous materials storage facilities? What type and quantities of hazardous materials will be stored here?

MCES will contain general maintenance supplies for machinery being repaired.

Quantities of oils, lubricants and maintenance supply will be stored in rated cabinets following the requirements of the SDS Sheets.

Quantities stored within the facility will be within the maximum allowable limit allowed.

134 5 Part 3.5, Chapter 6 G2030

2 The number of FTEs is not provided in the Project Program for P1519, only the maximum occupancy. Please provide the number of FTEs or clarify if the max occupancy should be used to provide bike racks.

The number of required bike racks may be determined as a percentage of the maximum occupancy. See Amendment 0012 (revised).

154 P883 Mess Hall Part 3

Chapter 6 ESR D30

The P883 Mess Hall Part 3 Chapter 6 ESR D30 has a requirement for a heat exchanger to recover energy for the kitchen makeup air. We do not recommend energy recovery devices in the kitchen hood exhaust duct due to potential fouling with grease. The energy recovery would also not be useful in the summer when hot exhaust air from the hoods would have to bypass the heat recovery exchanger. Would a domestic water preheat device integrated in the hood be an acceptable alternative? Alternatively, would eliminating the heat exchanger on the make-up air and providing only VAV hood exhaust be acceptable?

See Amendment 0012. Energy recovery heat exchanger in kitchen hood exhaust not to be provided.

157 01 32 17.00 20, 01 32

17.05 20

ALL

PROJECTS

"Two scheduling specification sections were provided in Part 2 of the RFP. Spec Section 01 32

17.00 20 par 1.10.2.9 and Section 01 32 17.05 20 par 1.6.2.4 both reference Weather Days to be based off of a 30 year NOAA Average with 0.10” precipitation parameter. Section 01 32 17.05 20 par 1.6.2.4 also gives a prescribed weather calendar that does not seem to align with historical data at the referenced 0.10” parameter.

Carrying more weather days than necessary will

Scheduling in both parts of 01 32 17 are to be followed. Additional requirements are required. See Amendment 0012 for revisions to specifications. Spec 01 32

17.05 20 shall be removed.

artificially inflate the schedule duration and increase price.

Specification 01 31 19.05 20 paragraph 1.3.8 states to use 01 32 17.00 20 for the design and construction baseline guidelines. Please confirm specification 01 32 17.05 20 is not applicable to this project."

159 RFP Part 3 –

Chapter 6/ESR D20 Section “D202005 Specialties

RFP Part 3 – Chapter 6/ESR D20 Section “D202005 Specialties” states “Conduct a water analysis to determine the hardness of the water supply. If the results conclude that water hardness levels will have an adverse effect on the life expectancy of the system and/or fixtures, provide appropriate water filtration/conditioning equipment”. Can the Government release water hardness reports for past projects at Hadnot Point?

This will help determine if a water filtration system is needed. Additionally, the RFP doesn’t specify a type of water filtration unit to be used if water hardness levels exceeds acceptable levels.

Please provide an RFP section that specifies basic water filtration requirements if water hardness exceeds the acceptable levels.

See PPI #26 and Amendment 0009.

Also, see PPI #51. Water filtration/conditioning equipment is required.

161 1 P1203- Part 3, Chapter 6 ESR

F20

CLIN 015A P1203, CHB Fire Station - Please provide a LOD Demolition Layout or LOD of any hardscapes, utilities and other site features that are to be addressed as part of the bid option demolition for BB8, Part 3, Chapters 3 & 6 as well as Part 6 do not address the demolition extent or LODs of the utility scope and hardscapes in F2010 1.1 General

Demolition and F2010 1.2 Utilities.

Bid per RFP, no additional information is available.

162 1 P1203- Part 3, Chapter 6 ESR

F20

CLIN 015A P1203, CHB Fire Station - Please confirm that the newer detached garage, building BB8D is not part of the bid option demolition of fire station

BB8, Part 3, Chapter 6 ESR F20 does not accurately define the border of the site.

Correct, BB8D is to remain along with drive access drive aisle.

163 1 P1203- Part 3, Chapter 6 ESR

F20

CLIN 015A P1203, CHB Fire Station - There appears to be several shed structures similar to those found at Building 18 and stated to be relocated. Are these to be demolished or relocated? Part 3, Chapter 6

ESR F20 does not address these structures.

Sheds to be relocated by the user.

164 2,3 P883- Part 3, Chapter 3, 3.1.2

P883, For the temporary trailers found onsite, are these to be removed by a separate contract at the conclusion of the project or is any of the removal and refurbishment of the underlying site to be done under this contract? The RFP does not address this.

No, removal of trailers will not be part of contract.

165 7 P883- Part 3, Chapter 3, 3.1.2.3

P883, Please confirm if the temporary parking lot that is built for the trailers is intended to be removed and sodded at the conclusion of this project or if it is left as is.

The parking to trailers will remain.

166 1,2 P883- Part 3, Chapter 6 ESR

F20

CLIN 011A P883 , CHB Fire Station - Please provide a Demolition Layout or LOD of any hardscapes, utilities and other site features that are to be

Bid per RFP, no additional information is available.

addressed (if any) as part of the bid option demolition for Building 411, Part 3, Chapter 6 ESR F20 is not clear to what applies to the new dining/parking deck site and what applies to the old dining sites. Further there are parking lots to the East and West of this building as well as a network of sidewalks and other hardscapes. Part 3, Chapters 3 & 6 as well as Part 6 do not address the demolition extent or LODs of the utility scope and hardscapes in F2010 1.1 General Demolition and F2010 1.2 Utilities.

167 page s 347-

RFP section 5, part 6, RFP section 5, part 6, pages 347-362 show previously demolished buildings and others that may still be standing; 415, 713, 729, 800, 1774, S1695, S1696, FC302, SM106, H7, BB177, BB190, AS190, 191, SR42, AS576, AS4115, AS4117, AS4118, AS5001, TC600, TC1253, TC600, TC1253, SRR114. What are the prupose of these as-builts as they do not appear to apply to much if any of the project sites?

As-built drawing sets include other buildings in addition to the pertinent buildings being demolished.

168 Cha pter 3: 2- 3 & Cha pter 6: 1-

P1312- Part 3, Chapter 3

3.1.1 Existing

Site

Conditions

CLIN 020A P1312 , MCES Applied Instruction Facility - Please provide a Demolition Layout or LOD of any hardscapes, utilities and other site features that are to be addressed (if any) as part of the bid option demolition for Building BB49, Part 3, Chapters 3 & 6 as well as Part 6 do not address the demolition extent or LODs of the utility scope and hardscapes in F2010 1.1 General Demolition and F2010 1.2 Utilities.

Bid per RFP, no additional information is available.

169 Cha pter 3: 2- 3 & Cha pter 6: 1-

P1312- Part 3, Chapter 3

3.1.1 Existing

Site

Conditions and F20 Selective

Building Demolition

CLIN 020A P1312 , MCES Applied Instruction Facility - Can you confirm that BB50D is actually building

BB50E and is a PEMB covered structure adjacent to BB46 (similar sized) and the building to be demolished in this option.

The correct building is SBB50D, and it is not BB50D. See site photos.

170 Cha pter 3: 2- 3 & Cha pter 6: 1-

P1312- Part 3, Chapter 3

3.1.1 Existing

Site

Conditions and F20 Selective

Building Demolition

CLIN 020A P1312 , MCES Applied Instruction Facility - Can you confirm that BB50D is actually building

BB50E and is the PEMB covered structure with slab adjacent to BB46 (similar sized) and this is the correct building to be demolished in this option.

REPEAT of PPI 170

171 Cha pter 3: 2- 3 & Cha pter 6: 1-

P1312- Part 3, Chapter 3

3.1.1 Existing

Site

Conditions and F20 Selective

Building Demolition

CLIN 020A P1312 , MCES Applied Instruction Facility - Are the parking lots to right and left of BB12 to be included in the demolition of this building.

Yes.

172 Cha pter

P1312- Part 3, Chapter 3

CLIN 020A P1312 , MCES Applied Instruction Facility - For Buildings BB12, 13 and 14, it is assumed per a

Yes, the concrete slabs will be removed.

All hardscape will be removed up to the

3: 2- 3 & Cha pter 6: 1-

3.1.1 Existing

Site

Conditions and F20 Selective

Building Demolition

Part 6 photo plan that all sidewalks are to be demolished as part of the bid option. However, can we get clarification on the concrete slabs that are found adjacent to the gazebos as well as how far North towards the road/parking lot are we to demolish hardscapes.

northern limit of edge of pavement of parking area.

173 Cha pter 3: 2- 3 & Cha pter 6: 1-

P1312- Part 3, Chapter 3

3.1.1 Existing

Site

Conditions and F20 Selective

Building Demolition

CLIN 020A P1312 , MCES Applied Instruction Facility - Inside of Camp Sweat it is calling for demolition of BB100, BB102-02A, SBB133 and SBB102 near the generator site; specifically inside of SBB102, what is the intent of demolition to include; the gravel hardscape, canopies, storage structures not labeled for removal and found between SBB102 and BB100.

Yes, everything in the vicinity of SBB102 and BB100 is to be removed.

174 Cha pter 3: 2- 3 & Cha pter 6: 1-

P1312- Part 3, Chapter 3

3.1.1 Existing

Site

Conditions and F20 Selective

Building Demolition

CLIN 020A P1312 , MCES Applied Instruction Facility - Please provide a Demolition Layout or LOD of any hardscapes, utilities and other site features that are to be addressed (if any) as part of the bid option demolition for Building BB52, BB52B and

BB111, Part 3, Chapters 3 & 6 as well as Part 6 do not address the demolition extent or LODs of the utility scope and hardscapes in F2010 1.1 General Demolition and F2010 1.2 Utilities.

Bid per RFP, no additional information is available.

175 Cha pter 3: 2- 3 & Cha pter 6: 1-

P1518- Part 3, Chapter 3

3.1.1 Existing

Site

Conditions and F20 Selective

Building Demolition

CLIN 0027A P1518, Hadnot Point Fire Station - Please provide a Demolition Layout or LOD of any hardscapes, utilities and other site features that are to be addressed (if any) as part of the bid option demolition for Buildings 18, 18D, 159. Part 3, Chapters 3 & 6 as well as Part 6 do not address the demolition extent or LODs of the utility scope and hardscapes in F2010 1.1 General Demolition and F2010 1.2 Utilities.

Bid per RFP, no additional information is available.

176 Cha pter 3: 2- 3 & Cha pter 6: 1-

P1518- Part 3, Chapter 3

3.1.1 Existing

Site

Conditions and F20 Selective

Building Demolition

CLIN 0027A P1518, Hadnot Point Fire Station - Please provide a Demolition Layout or LOD of any hardscapes, utilities and other site features that are to be addressed (if any) as part of the bid option demolition of Building 1400. Part 3, Chapters 3 & 6 as well as Part 6 do not address the demolition extent or LODs of the utility scope and hardscapes in F2010 1.1 General Demolition and

F2010 1.2 Utilities.

Bid per RFP, no additional information is available.

177 Cha pter 3: 2- 3 & Cha pter 6: 1-

P1519- Part 3, Chapter 3

3.1.1 Existing

Site

Conditions and F20 Selective

Building Demolition

CLIN 0032A P1519, Legal Services Support Section - Please provide a Demolition Layout or LOD of any hardscapes, utilities and other site features that are to be addressed (if any) as part of the bid option demolition of Buildings 63, 63B, 64. Part 3, Chapters 3 & 6 as well as Part 6 do not address the demolition extent or LODs of the utility scope and hardscapes in F2010 1.1 General Demolition and F2010 1.2 Utilities.

Bid per RFP, no additional information is available.

178 Cha pter 3: 2- 3 & Cha

P1533- Part 3, Chapter 3

3.1.1 Existing

Site

Conditions and

CLIN 0036A P1533, Provost Marshall Office - Please provide a Demolition Layout or LOD of any hardscapes, utilities and other site features that are to be addressed (if any) as part of the bid option demolition of Building 58. Part 3, Chapters 3 & 6

Bid per RFP, no additional information is available.

pter 6: 1-

F20 Selective Building

Demolition as well as Part 6 do not address the demolition extent or LODs of the utility scope and hardscapes in F2010 1.1 General Demolition and F2010 1.2 Utilities.

179 Division 1 Specifications

- Varies

The specifications call for dedicated SSHO's, QC Mgr's and Superintendents. Please confirm that these 3 positions are dedicated and required at every project site. Otherwise provide information on which sites can be grouped and managed together.

See Amendment 0012 for clarification of each position.

180 Division 1 Specifications

- Varies

If all 7 project sites are under construction at the same time, confirm that at a minimum 21 dedicated individuals will be required, to include,

(7) SSHO's, (7) QC Managers and (7)

Superintendents and that these positions cannot be shared.

See response to PPI #179.

181 Division 2 Specifications

- Varies

Please clarify that the PCB disposal is handeled by Camp Lejeune to include old pad mounted transformers.

Disposal in accordance Part 2, Spec 01 57 19, 1.1.1.3 Hazard Materials and

3.12 Control and Management of PCB's.

184 1107

/368

Chapter 5 Room

Requirements

P1312

In response to Amendment 10, PPI’s #78 and #112, the RFP does not provide proper guidance on the exhaust system required. This exhaust has a large effect on the overall mechanical system of the building due to the large lab spaces, causing overall pricing to swing dramatically depending on final sizing. In order to protect the Government post-award, and to provide a level playing field between all bidders, we believe the Gov’t needs to clarify how to size the exhaust drops. Based on the experience of our mechanical designers, we believe 200 CFM per drop is the most accurate assumption for both soldering and generator exhaust drops.

For the generators, bid per specifications provided. For the soldering, bid per

RFP.

(End of Summary of Changes)