Amendment_0003.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-9057 DESIGN-BID-BUILD (DBB) P-106 SUBMARINE PROPULSOR MANUFACTURING SUPPORT FACILITY, PHILADELPHIA NAVY YARD, PHILADELPHIA, PA

The purpose of this amendment is to provide the first set of answ ers to Pre-Proposal Inquiries. The proposal due date of 07 May 2019 at 2:00 PM EDT remains unchanged.

See Continuation Page(s)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 14

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

16C. DATE SIGNED

BY 24-Apr-2019

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N4008519R9057

X 9B. DATED (SEE ITEM 11)

21-Mar-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

24-Apr-2019

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:

N4008519R9057

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 0003

PPI# Section of RFP or

Page Number Paragraph Reference

Drawing Number

Question RESPONSE

1 SECTION 00 21 16

(page 16 of 66)

(1) Factor 1 Corporate Exerience (i) Solicitation Submittal Requirements Paragraph 1 and Paragraph 8

NA Factor 1 Corporate Experience, Page 16 paragraph (i) states “Submit a minimum of two (2) to a maximum of five (5) construction projects completed in the past five (5) years that best demonstrates your experience on projects that are similar in size, scope, and complexity as detailed below. Page 16 later states “Projects submitted for the offeror shall be completed within the past ten (10) years of the date of issuance of this RFP.”

Please confirm project experience shall be completed in the past 10 years, not 5 years.

Confirmed. Projects must be completed within the last ten years.

2 N4008519R905715 66307_DWG_Vol1 _07of15_STRUCTU RAL Page 10 of 27

Structural drawings are calling out a DELEGATED Design for the Cold Formed Steel Framing.

Please provide details to what extent we are to perform delegated design on the framing systems provided in the drawings?

See Delegated Design notes on 1S001. The Contractor is responsible for designing any details not provided on the drawings. Design loads are provided on the drawings. See additional requirements in specific spec sections.

3 Vol 1 Spec Volume Bottom of Pg 2 of the Owner’s Project

Requirements (directly following Spec section 01 91

00.25 22)

The drawings indicate this project may be in the 100 Year flood plain, yet the first flood top of slab does not reflect an elevated condition. Should the tops of slabs be above the expected 100‐year flood elevation?

The first floor elevations shown on the drawings are correct.

4 Struct. Vol. 1 1S205 Verify unmarked screenwall posts as HSS 8x8x5/16.

All screenwall posts are HSS8x8x5/16.

5 Struct. Vol. 1 1S401 Verify no C3 detail or please provide a detail for C3.

There is no detail C3 on 1S401.

6 Struct. Vol. 1 1S401 Verify 8x8 post thickness at detail C4.

All posts for stair roof are HSS8x8x5/16.

7 Struct. Vol. 1 1S506 Verify sizes of angles indicated on Arch. A4 & C4/1A604 (not shown on structural)

See 1S402 for the brick relief angle sizes and connections. On 1A604 "Steel angle or other anchorage as required" must be designed by the contractor.

8 Arch. Vol. 1 1A407 Provide specification section for Wood Veneer Panel.

Wood Veneer panels are specified as “Hardwood Panels” in section 06 20 00 para. 2.2.5. Note that cherry veneer is specified (this must be stained to match furniture).

9 Arch. Vol. 1 1I601/1I103 Conflict floor finish at Storage

107. Dwg 1I103 shows Resilient Floor Tile while Dwg 1I601 shows CPT‐1. Please confirm which is correct.

Resilient Floor Tile per I103 is correct .

10 Arch. Vol. 1 1I103 Provide specification section for rubber flooring at Stair 2.

Rubber Stair Treads are specified in 09 65 00 para. 2.1 and 2.4.

Also see 1I601 for basis of design product.

11 Arch. Vol. 1 1I601/1A111 Conflict ceiling finish at Elev 101.

Dwg 1A111 shows exposed ceiling while Dwg 1I601 shows APC‐2. Please confirm which is correct.

APC 2 per 1I601 is correct.

12 Arch. Vol. 1 1A411 Provide specification section for tile base PTB‐1 (not shown on 1I601 schedule)

Change PTB‐1 on 1A411 to CWT‐1.

13 Arch. Vol. 1 1I104/1I601 Conflict floor finish at Storage

234. Dwg 1I104 shows Resilient Floor Tile while Dwg 1I601 shows CPT‐1. Please confirm which is correct.

Resilient Floor Tile per I104 is correct .

14 Struct. Vol. 2 2S110/2S111/ 2S112

Provide dimension between column lines 5 & 6, 9&10

See 2S109 and 2S113 for dimensions between column lines.

15 Struct. Vol. 2 2S111 Provide column to column dimensions at 6.1, 6.B

See B1/2S401 for dimensions between column lines.

16 Civil Vol. 3 3C003 Please confirm existing stockpiled soil at Contractors Storage and Staging Area will be removed by others prior to mobilization of this project.

Yes, the stockpiled soil at Contractors Storage and Staging Area will be removed by other prior to mobilization of this project

17 Struct. Vol. 2 2S507 / 2S115 / 2S116

Please verify section B1/2S507 at Part B and Part C. Its shows two beams on top of each other in this section. However, on 2S115 & 2S116 at line C shows only one beam.

Section B1/S507 is correct. This condition also exists along Col Line B (see Section A5/S506).

The roof framing on 2S113‐2S116 is in addition to the framing shown on the bracing elevations on 2S204.

18 Struct. Vol. 2 2S301 On drawing 2S301 shows the Duct Support Bracket in one direction. Need to know the length of both on Line B&C.

Details A1 and A2 on 2S507 indicate the extents of the duct support brackets.

19 Struct. Vol. 2 SRM BLDG. Dwg.

2S001‐

FOUNDATION

NOTES 5 thru 9.

O&A BLDG. Dwg.

1S001

FOUNDATION

NOTES 6 thru 9.

1S101 May we submit a VE alternate proposal for CFA (Continuous Flight Augercast) piles in lieu of the pipe piles designed and shown on the plans for both the SRM and O&A Buildings?

Bids must be based on the Contract Documents.

Variation requests will be considered after award in accordance with Section 01 33 00.

20 Volume 2 structural sheet 2 S401 and 2 S107

SRM building Volume 2 structural sheet 2 S401 and 2 S107 loading dock area. One states 18” slab.

The other states 12” slab. Please verify which is correct.

2S107 should indicate an 18" slab.

2S401 is correct.

21 FFE Does the FFE include costs to install FFE package? Where should those installation costs be accumulated?

Installation of FFE is included in Planned Modification Item 1.

See Section 01 30

01.00 22 for additional information.

22 Form 1391 Please provide extent to which we are to perform minor renovations to Building 592?

There does not seem to be a connection to Building 592 and we are unclear if this scope is under consideration for this RFP package

There are no 'minor renovations' required for Building 592 outside of the demolition activity indicated on 1DC101 and 1CD102.

23 RFP (1) Factor 1 Corporate

Experience (i) Solicitation Submittal

Requirements

The RFP outlines similar size as “Projects demonstrating a final construction cost of $50,000,000 or greater and a total square footage of 40,000 or greater.” A project of $50M with a SF of 40,000 would be roughly $1,200/SF. Please consider lowering the dollar similarity requirement to $20‐$30 M for a more reasonable representation of past performance.

Project relevancy requirements for Factor 1, Corporate Experience will remain unchanged.

24 RFP (1) Factor 1 Corporate

Experience (i) Solicitation Submittal

Requirements

Can the past performance of Teaming Partners/JV Partners be utilized to satisfy the past performance requirements?

Please follow the instructions for the solicitation submittal requirements for Factor 4, Past Performance.

25 00 21 16 Page 11 of 66 Please clarify Attachment F can be emailed along with Attachment H

Yes, Attachment F may also be submitted electronically.

26 12784915 Sheet Note #2 E‐603 Please confirm RHW Cable as indicated on Dwg. is acceptable for the 2‐hour fire rating requested

The design basis stated in Keynote 2 is to provide RHW cable with two hour fire rated conduit/cable per NEC 695 and UL 2196 and meets FHIT.25C. The product listed, as a design basis, in the same keynote meets the criteria necessary.

27 12784915 E‐603 200A disconnect is shown on this single line, dwg. E‐402 indicates a 400A disc please advise.

The E‐402 should indicate a 200A disconnect to match the single line.

28 12784901 ED502 Sheet keynote #2 indicates # wires to be retained for extending during construction.

Dwg E‐401 key note #10 has conduit for these wires being reinstalled. It is assumed all wiring is from Generator and will be spliced at PB‐1. There is no information relative to where these wires terminate in the existing building. It is assumed that the existing trough can be used to splice wiring as well.

Please confirm.

The keynotes indicate to extend the existing wiring, therefore splicing will be provided in the pullboxes shown. E‐601 also indicates how the existing generator is connected to the facility. Existing wiring from the PB‐2 inside the building will remain as is.

29 Spec 23 00 00 Can a basis of design be provided for the mechanical equipment?

Basis of design equipment will not be provided.

30 1A409, A5/1A511

OA building ‐ Please provide specification for lockers.

Will provide specification language for lockers.

31 Attachment H S‐503 As per the Attachment H – Price Proposal Form, the piles for the OA and SRM buildings are to be included under the breakdown sections CLIN 0001AE and CLIN 0001AF (not be included in the respective OA and SRM – CLIN 0001AA and CLIN 0001AB).

Linear footage of piles is specified for both. Please confirm the P‐1098 building shall include the pile costs as part of CLIN 0002 and piles to be assumed as 60ft each. Drawing S‐503 indicates at minimum of 60ft.

Refer to the revised Price Proposal Form for CLINs associated with P‐1098 piling (Amendment 0002).

32 2A102, C1/2A407, A2/2A407

SRM Building ‐ demising wall between column 5 and 6.

Elevation C1/2A407 indicates B.1‐B.4 to be 10” CMU, B.4‐B.6 (not indicated) B.6‐B.9 to be gypsum board. A2/407 indicates CMU under mechanical grille and gypsum board above. Please confirm entire section of wall type OD.1 indicated on 2A/102 shall be 10” CMU for the first 8ft, then gypsum board above.

Confirmed that 0D.1 is 10" CMU and gypsum with metal studs above.

33 2A105, A1/2A305, A3/2A505, A4/505, 2A201

SRM building ‐ Canopy/overhang between columns B.4‐B.0 and 1‐

2. Is the intent for the underside of these canopies to be exposed structure/deck and if so shall it be painted? (note: main entrance canopy clearly shows aluminum panel facia/soffit)

Underside of canopy to utility rooms is to be exposed. Per specifications, all exposed steel is to be painted. See wall section A1/2A305 and detail A3/2A505 and specification 09 90 00 Paints & Coatings / Exterior Painting section 1.12.1.1

34 2A501 details A3 and A4

SRM building – casework section indicates solid surface top with 4” Plam backsplash. Please clarify.

Revise backsplash to be solid surface to match the counter top per Interior‐ Finish List 2I601

35 2S107, B1/2S401

SRM building – 12” concrete slab at loading dock indicated on 2S107, 18” concrete slab indicated on B1/2S401. Please clarify.

See response to

PPI#20.

36 2I601, spec 099000

SRM building – finish schedule indicates numerous areas to have exposed ceilings. As part of the “Interior – Finish List” exposed is not listed. Please confirm all exposed ceilings and all exposed structural steel to be finished painted per spec 099000 page 9 (1.12.12 interior paint)

All exposed structural steel is to be finished per specification 09 90 00 Paints & Coatings / Interior Painting section 1.12.1.2

37 SRM building – fire extinguisher cabinets are indicated throughout the building.

However, most locations are at CMU walls. Are surface mounted cabinets required or will fire extinguishers be mounted directly on wall?

Provide fire extinguishers at all locations identified on code compliance plan 2G103. It is acceptable to provide bracket (surface) mounted fire extinguishers at all locations in the SRM building.

38 3C103 Building 49 Demo – with the exception of the front porch early demo for the perimeter fence, please confirm all demolition costs and restoration with new paving are to be included as part of CLIN 0003 – Option 1.

Building 49 demolition costs and restoration with new paving are to be included as part of CLIN 0003 – Option 1.

39 A3/3C506 Perimeter Fence – detail A3/3C506 for the “Shallow Foundation Active Vehicle Barrier (crash rated)” is missing. Please provide.

See Specification 34 71 13.19 paragraph

2.3.1 for the required shallow mount active vehicle barrier.

40 3C509 Please confirm guard houses not provided by this contract. Shown in renderings on 3C509

The guard house is existing.

41 Per CLIN 0001AJ – removal and disposal of regulated hazardous soil. This breakdown should include “handling, excavation, temporary storage, hauling, sampling, testing, permitting, disposal.” Is this indicated 3000 tons intended to include P‐1098 (dwg CS100, note D)? Where is the designated location for the temporary storage prior to leaving the site? What is the approach/plan for removal of designated soil – for example:

when excavating utilities for demo, if soil is determined to require removal will all soils touched be required to be removed or will a certain depth be established for a clean soil cap thickness? Also, should clean backfill be included within this tonnage price?

The 3000 tons does not include soil disposal required by General Sheet Note D on CS‐100. We expect any soil to be disposed of for P1098 will be “regulated” but not hazardous. This is consistent with all other soil tests we have done under the current GCC task order.

42 NA Will the contractor will be required to follow the requirements of the Defense Priorities and Allocations System (DPAS) (15 CFR 700)? If so, does this project have a DO or DX rating for procurement of materials?

DPAS Priority Rating is DO‐C2.

43 2CD704 note 6 and similar

Is building 121 of post‐tensioned concrete slab construction in any area? The notes only indicate that the slabs are reinforced.

Existing information for Building 121 is limited. It is not anticipated that the concrete slab is post‐ tensioned.

44 01 35 26 1.6.1.1 NA It is understood that the SSHO is on site full time, but can that person have other duties (i.e.

Superintendent) under this contract? It is understood that the QC Manager cannot also be the SSHO.

The SSHO cannot be the Superintendent or have other duties.

45 1A201, 1A202, 1A203, 1A503

Building Elevations shown on 1A201‐203 reference under Keynote 5 ‘Control Joint‐ See Detail’. Details C3, C5, and C6 on 1A503 show the same Control Joints but do not provide further detail. Please provide detail of how these Control Joints should be constructed.

Refer to A1/1A201 for typical brick pattern and control joint detail. Control joint to be 3/8" backer rod and sealant. Refer to Specifications Section 04 20 00.

46 A501 Detail B1/A501 depicts the corrugated wall panels being stopped short of the existing 1029 structure and provides no further installation details. Please provide make and model of planned Elastomeric Bellow so that supplemental framing and mounting can be accounted for.

The expansion cover is part of the overall metal building system and is therefore proprietary to the building manufacturer.

Provide manufacturer’s standard expansion joint covers at walls and roofs of the intersection of the new and existing metal buildings. Coordinat e the expansion joints with the metal building systems and design to allow for up to 1” expansion due to differential building settlement and thermal expansion. Expansio n joint covers must maintain the metal building system capable of withstanding exposure to weather without failure or infiltration of water into the building interior.

47 FX101, FX102 P‐1098 building – Sprinkler main size. Sheet notes indicate 6” but pipe labeled to be 4” on FX102.

Please clarify.

“The new 6” line coming from the long hallway labeled ‘PASSAGEWAY’ on drawing sheet FX101 transitions to a 4” line. The transition occurs at the valve in the upper left corner of the room labeled

‘NC PROGRAMMING

AREA’ as denoted by Sheet Keynote 2 on drawing sheets FX101 and FX102.”

48 1G101 Would it be acceptable for the contractors’ field offices to be located in the vicinity of building 1081? If not, where is the designated location for office trailers?

See 1C003, 2C003, and 3C003 for designated material storage and staging areas.

49 1A103 The spacing between the Galvanized kickers supporting the Metal siding is not mentioned. Please clarify.

See structural drawings (1S104, 1S205) for location and details of screenwall kicker.

50 31 23 00.00.20 1.2 Assume that all soil on site is reulated nonhazardous soil except as indicated in Section 00

22 13.00 20 SUPPLEMENTARY

INSTRUCTIONS TO OFFERORS.

There is no such spec section.

00 22 13.00 20

SUPPLEMENTARY

INSTRUCTIONS TO

OFFERS was re‐ named "Attachment H ‐ Price Proposal Form". Please see Amendment 2

51 Section 34 41

26.00 10

Paragraph 1.1 The specification for the Active Vehicle Barrier Control System in Section 34 41 26.00 10 states under paragraph 1.1 that “All work provided in this specification section must be performed by Total Automation Group; 205‐329‐5208; POC JT Rose jtrose@totalautomationgroup.co m.“ Please consider providing a bid allowance from Total Automation Group for this scope of work due to the requirement to use exclusively this firm for all work under this specification section. This would avoid price gauging and provide an equitable price to all Offerors and the Government.

No.

52 Section 34 41

26.00 10

Paragraph 1.1 The specification for the Active Vehicle Barrier Control System in Section 34 41 26.00 10 states under paragraph 1.1 that “All work provided in this specification section must be performed by Total Automation Group; 205‐329‐5208; POC JT Rose jtrose@totalautomationgroup.co m.“ If a bid allowance for this exclusive scope of work is not provided by the Government, are Offerors permitted to receive bid proposals for this specification section from other capable and qualified subcontractors in order to receive the most competitive best value bid proposal?

No.

(End of Summary of Changes)