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

INDEFINITE DELIVERY/INDEFINITE QUANTITY (IDIQ) MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) FOR GENERAL CONSTRUCTION

PRIMARILY IN THE HAMPTON ROADS AREA OF RESPONSIBILITY (AOR), VIRGINIA

This procurement is being solicited as a small business set-aside.

All correspondence regarding this solicitation shall be directed via email to Jonathan Durham at jonathan.m.durham.civ@us.navy.mil

See Continuation Page

1. CONTRACT ID CODE PAGE OF PAGES

J 1 12

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

16C. DATE SIGNED

BY 20-Jun-2023

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 N4008523R2562

X 9B. DATED (SEE ITEM 11)

04-May-2023

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

20-Jun-2023

CODE

NAVFACSYSCOM MID-ATLANTIC

CONTRACTING 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:

N4008523R2562

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

The purpose of this amendment is to:

1. Incorporate change to maximum value of contract; section 1.3.3

2. Incorporate revised language under 4. EVALUATION FACTORS FOR AWARD

3. Incorporate responses to Pre-Proposal Inquiries

1. Incorporate change to maximum value of contract; 1.3 GENERAL OVERVIEW OF

CONTRACT

From:

1.3.3 The duration of the contract(s) will be for twelve (12) months from the date of contract award with four (4) 12-month option periods, not to exceed 60 months. The total five-year (base and four 12-month options) estimated construction cost for all contracts will not exceed $575,000,000 for the life of the contract. Projects awarded on this MACC will have an estimated construction cost of approximately $5,000,000.00 to $15,000,000.00.

The Government guarantees an award amount of $5,000.00 to each successful Offeror over the full term of the contract, including option years.

To:

1.3.3 The duration of the contract(s) will be for twelve (12) months from the date of contract award with four (4) 12-month option periods, not to exceed 60 months. The total five-year (base and four 12-month options) estimated construction cost for all contracts will not exceed $450,000,000 for the life of the contract. Projects awarded on this MACC will have an estimated construction cost of approximately $5,000,000.00 to $15,000,000.00. The Government guarantees an award amount of $5,000.00 to each successful Offeror over the full term of the contract, including option years.

2. Incorporate revised language under 4. EVALUATION FACTORS FOR AWARD

From:

Basis of Evaluation; Non-cost/price Factors:

The offeror shall submit one (1) electronic copy via PIEE of the solicitation submittal requirements identified below. The Price and Non-cost/price Factors shall be submitted in separate files and submitted in Portable Document Format (PDF). Price information included in the non-price/technical proposal will not be considered. Likewise, non- price/technical information included in the price proposal will not be considered.

All submissions shall include the following:

Basis of Evaluation; Non-cost/price Factors:

The offeror shall submit one (1) electronic copy via PIEE of the solicitation submittal requirements identified below. The Price and Non-cost/price Factors shall be submitted in separate files and submitted in Portable Document Format (PDF). Price information included in the non-price/technical proposal will not be considered. Likewise, non- price/technical information included in the price proposal will not be considered.

All submissions shall include the following:

• Include a cover page with Solicitation Number, Solicitation Title, Prime Contractor

Name, Address, Phone Number, Fax Number, Unique Entity ID Number, Cage Code, Point of Contact, Title, phone number, and email address. 8 ½ x 11 paper, Times New Roman, 10-point font

• Refer to individual factors for page limitations. Pages that exceed indicated page limitations shall not be evaluated.

Note: If proposing as a Joint-Venture (JV), please submit the POC, UEI, and CAGE Code for each JV partner.

From:

Factor 1, Corporate Experience; Design Experience

Projects submitted for the DOR shall have been completed within the past five (5) years of the date of issuance of this RFP. Submitted projects that were not completed within this timeframe will be considered Not Relevant. For design-build projects, the design portion of the contract shall have been completed within the past five (5) years of the date of issuance of this RFP. The design completion date shall be clearly stated on the Construction & Design Experience Project Data Sheet (Attachment C). The project will be considered Not Relevant if the desig completion date is not clearly provided.

Factor 1, Corporate Experience; Design Experience

Projects submitted for the DOR shall have been completed within the past ten (10) years of the date of issuance of this RFP. Submitted projects that were not completed within this timeframe will be considered Not Relevant. For design-build projects, the design portion of the contract shall have been completed within the past ten (10) years of the date of issuance of this RFP. The design completion date shall be clearly stated on the Construction & Design Experience Project Data Sheet (Attachment C). The project will be considered Not Relevant if the desig completion date is not clearly provided.

3. Incorporate responses to Pre-Proposal Inquiries

Number Reference Question Government Response

Page

Section Paragraph

11 11 of 60 RFP Construction Experience

The RFP states that if both the JV partners do not show projects they would be rated lower . Howver the FAR clause125.2 amended in Sep 2019 states that a small buisness contractor can use the first tier subcontractors capabilities and past performance who are identified in the proposal when the SB do not have the past performance necessary for the award . Please advise if the SBA approved JV partners experince only is provided , it will be accepted without risk of lowering the rating

The small business subcontractor rules referenced in your question have not yet been incorporated into federal procurement regulations, such as the FAR. For this procurement, the Government would prefer to see shared work experience from both Joint Venture partners but it is not a mandatory submittal requirement for Factor 1 – Experience. Instead, Offerors who fail to submit experience for all Joint Venture partners may be rated lower.

12 Amendment

Row #5 Last column on the right

The government extended the past performance period for construction from 5 years to 10 years. Does that also apply to the DOR for projects submitted and the design portion of the contract?

If so, the projects submitted for the DOR would be completed within the past ten years and the design portion of the contract will have been completed within the past ten years of the date of issuance of the RFP. Is this correct?

Yes this applies to the

DOR

13 33 82 00 Regarding Sheet EP601 of the construction drawings, specifically the B1 Diagram. Where is the AMI server Bldg A-81 in relation to where Bldg. P702 will be.

AMI meter will be connected to AMI switch located in BLDG CEP204. See sheet ES101 for CEP204 BLDG location. Riser Diagram will be updated per Amendment to reflect this change.

14 33 82 00 Regarding Sheet TT401 diagram C3. Is it the governments intent for the contractor to furnish and install

(2) 12-strand fiber cables and (1) 50-pair copper cable via one conduit between Telcom Rm 101A and the manhole called out on Sheet ES101, Keynote 7?

See sheet ES101. Utilize

(1) 4" duct for 50-pair copper and utilize Spare 4" duct for 12-strand fiber for NMCI services.

15 33 82 00 Regarding Sheet TT401 diagram C3. Please clarify who shall be responsible for splicing the fiber and copper cables in the manhole(s).

The Contactor is responsible for splicing the fiber and copper cables.

16 33 82 00 Regarding Sheet TT401 diagram C3. Where is the AMI meter to be located to receive the 6-strand FOC from the Telecom cabinet?

The AMI meter will be located next to the BLDG pad mounted XFMR. See diagram A1/EP601.

17 Solicitation/Proposal Rquirement

The Proposal instructions do not state the font type and size. We suggest 10 point font, Times New Roman which provides ample space to submit required information.

See revised factor language issued with amendment 0005

18 HD101 Keynote 3 & CD101 Keynote 3 Please verify that the existing 500GL Diesel Fuel Tank will be relocated by the government.

Correct, the client indicated the 500 gallon diesel fuel tank will be removed by the user.

19 H-502 Please provide size of OTTO Fuel Sump Tank. As-built drawings are unreadable.

OTTO Fuel Sump Tank size is unknown and must be confirmed in the field.

20 CD101 Keynote 8 Please verify if the OTTO Fuel Tank will need to be pumped out prior to filling with flowable fill.

It is anticipated the OTTO sump tank cannot be completely dewatered due to the shallow groundwater table. The expectation is for the OTTO sump tank to be pumped to the extent practicable to allow flowable fill installation.

This process must be documented with pictures and provided to the KO (for distribution to the EDS) during construction.

21 CD101 Keynote 14 "Meter Box with cover to be removed". Please provide which utility this is servicing.

The "meter box" called out on the plans has been revised to a metal plate.

The metal plate shall be removed and disposed.

22 CD101 Keynote 28 Please clarify if wood gazebo building is to be relocated or demoed. If relocated, please provide new location.

Gazebo shall be demoed and removed.

23 CD101 Keynote 32 Please clarify if 59 Ton Chiller is to be relocated or demoed. If relocated, please provide new location.

Disconnect per sheet MS- 101 and dispose of the unit.

24 CD101 Keynote 33 Please clarify if Window Air Conditioning Units in Building CEP126 are to be relocated or demoed. If relocated, please provide new location.

The window units shall be removed and demoished.

25 CS101 Keynote 7 Keynote 6 mentions chain link fence with privacy slats. Keynote 7 does not mention privacy slats.

Privacy slats are not required for Keynote 7.

Please clarify if all fencing will require privacy slats.

26 CM501 Detail C3 The "Concrete Pad Summary Chart" list "Bldg. Enter/Exit Pad" with dimensions. Please advise as to where this is located.

The pad is question is the large reinforced conceter pavement slab on the south side of the building.

27 CM501 Detail C3 & ES504 Detail A2 Transformer pads are listed as 8" thick on CM5041 Detail C3 but listed as 24" thick on ES504 Detail A2. Please clarify.

Please follow detail on C3 on Sheet CM 501.

28 CS101 Please provide thickness of concrete stoops.

Concrete Stoops are 6-inches

29 CM101 Keynote 13 Please provide specifications for Pavement Sealant.

The plans have been revised due to PPI #61.

Pavement Sealant is no longer required.

30 CM502 Detail A4 Please provide signage details and an exterior signage specification for "Gate Closed" sign.

See sign charge in upper left hand corner of sheet

CM502

31 CS101 Keynote 5 Keynote 5 references detail C1/CS501 for bollard detail, however that detail refers to

"Retaining Wall Construction Joint".

Keynote 5 should reference C4/CS501.

32 CS101 Keynote 5 Keynote 5 references detail A4/SB301 for bollards within 5' of the building, however there is no

SB301.

Keynote 5 should reference A4/SB401

33 CU101 Please provide POC for Gas Line Installer to obtain pricing.

Adrian K. Melendez Commercial / Industrial Account Executive New Business Development 757-616-7526 office 757-335-0321 mobile akmelend@southernco.co m

34 CU101 Will contractor be required to pay and Water or Sanitary Sewer Tap/Connection Fees? If so, please provide POC.

Connection fees do not apply to this project.

35 Geotech Report Can the full Geotech Report be provided so that the General

Contractor can provide accurate pricing and potential cost savings for Ground Improvements?

Geotech Report will be included with the amendment.

36 LS501 Please clarify that no gate will be provided by the GC for the

Dumpster Enclosure.

The dumpster enclosure will not require gates.

37 LS101 Can fire hydrants be used for Temporary Irrigation?

The use of hydrants for irrigation has to be coordinated with UEM.

The Contractor must create an account with NAVFAC UEM prior to a meter being installed. The hydrant meter will be read at the end of each month and the contractor will be billed accordingly.

38 10 28 13 Toilet Accessories

The specification provided lists Shower Curtains and Rods in the

"Items". On AE401 Enlarged Plans they are not shown on the

Accessory Schedule, but are listed in the keynotes to refer to the Furniture Plan where they are lsited as an FF&E Item. Are the shower curtains and rods a part of the base bid or to be a part of the

FF&E package?

Rods shall be included in the base bid. Curtains shall be included as an FF&E item.

39 IF101 A specification was provided for the Fire Extinguishers, but they are listed on page IF101 as one of the

FF&E items. Are Fire Extinguishers & Cabinets to be CFCI as a part of the base bid?

Extinguishers are an FF&E item. Cabinets and brackets are in the base bid.

40 IN601 Can a Basis-of-Design please be provided for the Roller Shades?

Awaiting response

41 Attachment E Price Proposal Form CLIN 0001H requests costs for additional concrete for larger spread footings which will be determined during the submittal phase after PEMB calculations are received by the EOR. However, these 10 locations anticipated as possible increases are not clarified on the drawings. Please provide location of 10 footings expected to increase to allow the contractor to know the starting size, ie to calculate the difference between planned footing size and 9'x9'x18" deep.

The (10) ten larger spread footings are at the Main Frame Building Columns;

located at grids (A&2, A&3, A&4, A&5, A&6, E&2, E&3, E&4, E&5 and E&6) on sheet SB101.

42 General Can the government please provide any results of groundwater testing so that accurate pricing can be done for the treatment of the water.

Gate 6 Soil Characterization Report will be included with the amendment.

43 Attachment E Price Proposal Form Can the government please provide an allowance for treatment of contaminated ground water.

Bid per RFP

44 CU101 Has the gas company already provided the government with a proposal for the gas line work? If so, can this be provided to the General Contractors?

VNG Proposal will be included with amendment.

45 CG101 Keynote 9 List 4" PVC Pipe draining to a 6" perforated pipe in a grassed area. Please provide details for how the condensate pipe is to drain from the DOAS units to the storm drain pipe.

See Amendment 0005 sheet MP101 keynote 5.

Connect condensate line to storm sewer pipe. Provide air gap fitting between connection at doas unit and storm sewer pipe.

46 Spec section 25 05 11 Are all the control systems referenced in division 25 and its subsections currently under an

ATO or will an ATO need to be obtained for any system as part of the scope of this project?

AMI meter has an ATO.

HVAC DDC has an ATO.

ATO will need to be obtain for lighting controls.

47 Spec section 01 91 00.15

Total Building Commissioning paragraph 1.1 says The GOVT has hired an independent commissioning firm. Please confirm that the CONTRACTOR does not have to provide a commissioning agent, only commissioning support.

Bamforth Engineers is under contract to provide Cx services to the Government.

48 Specification 12 24 13 Specification for roller shades list components for "motor-controlled" and "Manually operated" shades.

Are the Roller Shades on this project to be motorized or manual?

Provide manually operated roller shades, inside mounts in locations indicated with note #7 on the Finish schedule on drawing IN601. No motorized shades are required for this project.

49 Specification 12 48 13 Paragraph 2.1.1.2 FRAMES in the specification call out "surface-mounted" frames, but in paragraph

3.2 INSTALLATION says to

"coordinate recess frame installation with concrete construction". Are the mats and frames to be surface mounted or recessed?

Walk off mats are to be surface mounted with frames as indicated in spec 12 48 13-2.1.1.2 and shall align with manufacturer installation requirements.

50 04 20 00 3.6

Spec section 04 20 00 paragraph

3.6 does not call out requirements for mortar testing, only grout and prism. Please confirm no daily mortar testing is required.

Daily field testing of mortar is not required. Daily observations of site-mixed mortar preparations shall be performed during construction, to confirm that proper proportions and mixing procedures are followed. Mortar observations shall be in accordance with the Schedule of Special Inspections.

51 Division 02 HazMat Survey

Provided Hazardous Materials Survey calls out 25 SF of Asbestos Containing Tank Insulation;

however, HD102 calls out for removal of 80SF of Mudded Tank Insulations and Lagging. Please confirm correct quantity to be abated.

Use quantities provided on

HD102.

52 02 41 00 Spec Section 02 41 00 paragraph

3.5.3 calls out to dispose of wastes from Government property except waste soils. Please confirm there is a location on base for waste soils. Please provide distance of waste soil location from project site.

Soils are to be disposed of off government property, refer to spec 01 57 19 for soil disposal requirements.

53 HD 102 Provided Hazardous Materials Survey calls out 350 SF of Asbestos Containing Tile and Mastic; however, HD102 calls Keynote 1, 2 and 3 in more areas than 350SF. Please confirm correct quantity to be abated.

HD102 is not scalable thru electronic PDF viewer.

Removal notes are provided for locations where asbestos floor tile is present, scale is provided on the sheet. Do not use quantities provided in asbestos report for floor tile.

54 GC002 Keynote 4 If the exising fencing will serve as temporary fencing, will privacy screening be required on existing fencing?

No, temporary fencing will not require privacy screening.

55 CD101 Keynote 36 Once existing fencing is removed during demolition, will temporary fencing be required to be installed to take its place?

See Sheet GC002 Keynote 4.

56 CS502 Detail C3 Detail C3 mentions a precast concrete barrier. Please clarify if this is referring to the retaining wall and if it can be poured in place.

Note should reference retaining wall and not barrier.

57 CU101/note

Note #21 says 2" Gas line installed by others; Please confirm who will install the 2" gas line

VNG will install the gas line.

58 AE503/detail A2 This detail shows a recessed solid surface shower pan, sheet PJ601 plumbing fixture schedule for P-3 says shower floor, faucet & head, solid surface, In the notes section it does not list what the shower floor is to be so the plumber can supply the correct pan. Please confirm, is the shower floors for the two showers to be a solid surface pan SS-2?

The shower plan is a solid surface recessed ABA/ADA shower pan.

As stated on sheet IN601, Finish Schedule Note #4, “All shower pans and walls to be SS-2”. As stated in the Finish Legend, SS-2 is Solid Surface, Corian, F1182, Designer White.

59 AE603/detail D1 The window & louver schedule lists letters A and C. The illustrations below the window & louver schedule lists A and B.

Please correct either the Window & louver schedule or the illustration so they match.

D1/ AE603 should be type A and B in the louver schedule. Change the C listed in the table to B.

There are 4 louvers, coordinate with the mechanical drawings for location.

60 AE603/detail D1 The window & louver schedule lists letters A and C. The illustrations below the window & louver schedule lists A and B.

Please confirm if letter C is supposed to be Letter B and does this represent the louvers? If so, you show a count in the matrix of

(1) when on sheet AE301 Detail C1, keynote 12 lists wall louvers with a count of 4. Please confirm what count is correct.

D1/ AE603 should be type A and B in the louver schedule. Change the C listed in the table to B.

There are 4 louvers, coordinate with the mechanical drawings for location.

61 CM101 Keynote 13 During the site visit the parking area shown to receive pavement sealant only was observed to be badly damaged and crumbling. It is recommended that this area should have the asphalt removed and new asphalt installed.

The drawings are amended to remove this area and replace it with new pavement.

62 CM101 Keynote 5 Keynote list (5) 19.5' x 7.5' concrete pads, but only 4 are shown on plans. Please clarify that 5 are requried.

Only four (4) slabs are required.

63 Other Construction material costs have increased significantly in recent times, and the construction material market continues to be volatile and unpredictable. It is anticipated that construction material costs will continue to increase into the foreseeable future; however, it is not possible to predict how much prices will increase by the time this project is awarded, designed and ready to construct. To protect both the government and the contractor, would the government consider incorporating FAR 52.216-4 Economic Price Adjustment -

Inclusion of this clause will protect and benefit the government because the offered prices will not need to account for the elevated risk of unknown future material cost escalations.

Bid per RFP

64 Drawings Drawing sheets have protected scales and many viewports making quantity take offs near impossible.

Please provide PDF drawings that are scalable via electronic software.

Drawing PDFs are scaleable when printed to full size D sheet.

65 A603 Window & louver schedule refers to type C. Window & louver types only show A & B. Please advise.

D1/ AE603 should be type A and B in the louver schedule. Change the C listed in the table to B.

There are 4 louvers, coordinate with the mechanical drawings for location.

66 A603 / AE101 Window & louver schedule refers to type C quantity 1. If type C refers to louvers, floor plan shows a quantity of 4. Please advise quantity required.

D1/ AE603 should be type A and B in the louver schedule. Change the C listed in the table to B.

There are 4 louvers, coordinate with the mechanical drawings for location.

67 A603 Window details & elevations do not match. Please advise if windows are fixed or sliding.

The windows are fixed units not sliding.

68 CM101 & CM102 Please verify that no stop signs are required to be installed next to the proposed stop bars.

Stop Signs are required or Contractor shall install one

MUTCD Std. R1-1 stop sign at each stop bar.

SECTION 00 10 00 - SOLICITATION

CLIN 0001

The pricing detail quantity has decreased by 125,000,000.00 from 575,000,000.00 to 450,000,000.00.

(End of Summary of Changes)