Amendment_0006.pdf

ACQR4929810

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

MILITARY CONSTRUCTION P3021, DESIGN-BID-BUILD OF HANGAR 21, JOINT BASE ANDREWS, CAMP SPRINGS, MARYLAND

The purpose of this amendment is to provide the follow ing:

1.Provide responses to RFIs 2.Provide Price Schedule-Revision 2

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

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

16C. DATE SIGNED

BY 24-May-2018

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 N4008018R0003

X 9B. DATED (SEE ITEM 11)

04-Jan-2018

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-May-2018

CODE

NAVAL FACILITIES ENG COMMAND

1314 HARWOOD STREET SE

WASHINGTON DC 20374

N40080 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION

SUMMAR

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The follow

AMEN

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CAMP SPR

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361. Detail A1 on Drawing S-023-H indicates the vertical bars are #9 bars in the 24" diameter piles at the top of the page in the plan view of the pile and #8 bars below in the cross-section view. Please clarify.

Response: #9 bars are the correct size.

362. Section 31 63 16 Article 1.1.1.4 requires a total of nine pile load tests. Please clarify how many of the nine are compression tests vs lateral tests.

Response: Seven compression tests and two lateral tests are required.

363. In the title for Type 2 Piles in Detail A1 on S-023-H it implies Type 2 Piles are require for column support piles. The Note in the details indicates Type 2 Piles are to be included as indicated on Foundation Plans with the "U" designation. Please verify Type 2 piles are only required where designated on the Foundation Plan with the U designation.

Response: Type 2 piles are for all the column support piles and piles with pile caps.

366. P-146-H and P-147-H show roof drains for the hangar. The structural drawings do not show openings or supports for these drains. Please confirm roof drains are required and please update the drawings accordingly.

Response: All the roof drains are required. Typical roof framed opening support detail is shown on C2/S- 010-H.

367. M-918-H shows supports for large ducts rising the height of the building. SF211-H does not show these support beams. Detail A3 on S-037-H shows a very different type of support than what is depicted in M-918-H. Please provide a detail for the duct supports.

Response: Support and brace the referenced ductwork in accordance with Specification 23 00 00 Paragraph 3.3.5 of and as indicated on Sheet M-504-H.

368. Reference S-023-H for the “Temp and Shrink Steel” shown in the pile cap schedule. Please clarify the applications of this reinforcing steel. Would this apply to all sides, entire top (when no top bars are needed for bands), and in between bands on the top and bottom?

Response: Yes, refer to Section B3/SB503-H for clarification.

369. Within the Division 01 specifications, a “Determination of No Hazard to Air Navigation” is provided (ref. page 347 of 3660). The determination indicates that “any height exceeding 119 feet about ground level…will result in a substantial adverse effect and would warrant a Determination of Hazard to Air Navigation.” Page 2 of 5 states that this determination “include[s] temporary construction equipment such as cranes, derricks, etc.” and “equipment which has a height greater than the studied structure requires separate notice to the FAA.”

a. Given the Hangar facility will be at +115’ AGL, construction cranes will need to exceed the maximum elevation outlined in the determination. Please confirm that permission will be granted by the FAA to use temporary equipment taller than 119’ AGL.

Response: FAA will conduct individual assessments on a case by case basis as to the impacts of contractor's individual approaches. Contractor is required to submit 7460s for determination by the FAA for each crane, derrick, etc in accordance with section 1.4.3 FAA Approval in Specification 01 35 13 special project procedures.

b. Please advise if there are any additional restrictions for temporary equipment taller than +119’ AGL.

For instance, advise if there is a maximum equipment height that the FAA would approve and if this equipment will need to be dismantled each night.

Response: This will be determined by the FAA on a case by case basis. Restrictions are dependent on contractor's individual approaches to construction.

370. DEMOLITION, BB713-The demolition plans show a taxiway/cargo pad of concrete pavement to be demolished but bores 65-70 which are down the center of that show no concrete at all, just dirt. Are the bores incorrect or has that concrete already been removed?

Response: Borings 65-70 were moved to the grass edge of the taxiway to avoid damaging the taxiway.

2006 Cores indicated a 14.25” PCC section on a 6.25” base. 2012 Cores indicated a 14” PCC section and did not measure the base. See RFI 370 Attachment for boring logs and location maps.

371. DEMOLITION, B106-There are no bores in the bituminous apron around that taxiway, do you know the depth of that asphalt?

Response: No cores were performed on the asphalt shoulder. Best available data is from the Taxiway Whiskey project which measured 2.5” asphalt and 16” base between Taxiway Whiskey 5 and Taxiway Whiskey 3. See RFI 371 Attachment.

372. DEMOLITION, CG206-Profile F-0 to F-24 on CG206 calls out a pipe type of 45” CEP, is that Concrete Elliptical Pipe and should that be 29x45?

Response: CEP is “Concrete Elliptical Pipe” as defined on sheet C-001. Will revise the following pipe labels in the stormwater profiles to clarify the size:

Pipe F-11 to F-10: 49x32” Concrete Elliptical Pipe Pipe F-12 to F-11: 45x29” Concrete Elliptical Pipe Pipe F-13 to F-12: 45x29” Concrete Elliptical Pipe Pipe F-14 to F-13: 45x29” Concrete Elliptical Pipe Pipe F-15 to F-14: 45x29” Concrete Elliptical Pipe Pipe F-16 to F-15: 45x29” Concrete Elliptical Pipe Pipe F-17 to F-16: 45x29” Concrete Elliptical Pipe

373. GEO TECH, VOL 1 A-Volume 1A includes the borings and cone penetrometer testing, but there is no geotechnical engineering report provided. Please provide.

Response: Refer to response to RFI 56.

374. EARTHWORK, SB501H & A306H-Drawing SB501H shows drainage fill under the hangar slab but stopping at the thickened slab grade beams, A306H shows the drainage fill continuing under the thickened slab grade beam. Please advise which is correct.

Response: SB501-H is correct.

376. Spec 33 52 43.13 Section 2.1.4 refers to protective coating for Buried Steel Piping. This section does not distinguish between carbon steel or stainless steel pipe.

Response: Section 2.1.4 is applicable for the carbon steel transfer line and buried stainless steel hydrant system piping.

377. Does the underground stainless steel fuel piping require protective coating per this spec?

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round pipe coa ection 2.4.3 re 5-P are indicate pports for ma upports show supports to be ng the comm upports shall b

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-308-P to be fa ions?

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12 00-

PRICE SCHEDULE REVISION 2

PRICE SCHEDULE-Revision 2 N40080-18-R-0003

MILITARY CONSTRUCTION P3021,

DESIGN-BID-BUILD OF HANGAR 21

AT JOINT BASE ANDREWS

ITEM NO DESCRIPTION PRICE

0001 Base Bid: P-3021 Hangar 21 Complex Basis of Bid for Item 0001 shall be the entire work complete in accordance with the Contract Documents, excluding work indicated in Items 0002 through 0015. $

Total Price of Base Bid (Item 0001) $

0002 Option #1 Secondary Electrical Feed: Provide secondary electrical feed to the Hangar 21 Complex complete in accordance with the Contract Documents, including all material, equipment and labor. Primary scope references include Drawings ES101, ES103, ES107, ES108, ES112, ES122, ES131 through ES134, ES401, and ES601 in Volume 1B and Specification 33 71 02. $

0003 Option #2 Fuel Resistant Five Part Epoxy: Provide Fuel

Resistant Five Part Epoxy flooring in lieu of all Fuel Resistant Resilient Flooring in accordance with the Contract Documents, including all material, equipment and labor. Primary scope references include Drawing A-601-H in Volume 7 and Specification 09 67 23.16. $

0004 Option #3 Fill Stand Canopy: Provide Fill Stand Canopy in accordance with the Contract Documents, including all material, equipment and labor Primary scope references include Drawings CS104, CS105, CS401 in Volume 1A, ES105, EL503 in Volume

1B, S-104-P, S-312-P, S-311-P, EF407-P, AS101-P, A-103P, A-

203-P, A-302-P, FM403-P, EF410-P, EF411-P in Volume 4 and Specifications 05 12 00 and 05 30 00. $

0005 Option #4 Warehouse/Storage Equipment: Provide all warehouse and storage equipment, in accordance with the Contract Documents, including all material, equipment and labor. Primary scope references include Drawings Q-101-E in Volume 3, Q-101- Z, in Volume 6, Q-109-H through Q-121-H and Q-601-H in Volume 7 and Specifications 41 50 00, 41 50 00.02, 41 50 00.03, 41 50 00.04, 41 50 00.05, 41 50 00.06, 41 50 00.07, and 41 50

00.08. $

0006 Option #5 Telescoping Platform Systems: Provide Telescoping

Maintenance Platforms with fall protection, training and maintenance in Hangar 21 Building, in accordance with the Contract Documents, including all utilities, rails, connections, material, equipment and labor. Primary scope references include Drawings S-033-H through S-036-H in Volume 7 and Specification 14 50 00. $

0007 Option #6 Audio Visual Systems: Provide all Audio Visual

Systems in accordance with the Contract Documents, including all material, equipment and labor. Primary scope references include Drawings V-000-E through V-401-E in Volume 3, V-000-H through V-619-H and A-418-H in Volume 7 and Specification 27 40 00. $

0008 Option #7 Other Procurement: Provide All Other Equipment as listed below and in accordance with the Contract Documents, including all material, equipment and labor. Primary scope references include:

1) Food Service Equipment: Reference Drawings QF-102-H and QF-103-H in Volume 7 and Specification 11 06 40.13.

2) “Raptor” Stacked Plate Taxiway Barrier System:

Reference Drawings CS105 and CS109 in Volume 1.

3) 300kVA Uninterruptible Power Systems: Reference

Drawings EP113-H and EP602-H in Volume 7 and Specification 26 32 33.00 10.

4) 400Hertz Ground Power Units: Reference Drawings EP110- H, EP111-H and EP604-H in Volume 7 and Specification 26 35 43.

5) Preconditioned Cabin Air Units: Reference Drawings MH216-H and M-702-H in Volume 7 and Specification 23 00 00.

6) Fall Arrest Systems in Hangar Bays and Roof: Reference Drawings A-125-H, A-126-H, SF121-H, SF122-H, and S-014- H in Volume 7 and Specification 11 94 00.

7) Wash Bay Water Recycle System: Reference Drawings P- 116-H, P-137-H, P-142-H and P-703-H in Volume 7 and Specifications 22 00 00 and 22 13 23.

8) Clock Systems: Reference Drawings EY113-H through EY120-H and EY603-H in Volume 7 and Specification 27 53 13.

0009 Option #8 FF&E: Fixtures, Furniture & Equipment (FF&E) & Handling Administrative Rate (HAR).

(1) All FF&E O&M items for the Basis of the Bid for 0001 in accordance with the

Comprehensive Interior Design – FF&E O&M package. (See Notes below)

$ 1,900,000.00 (Budget Only)

(2) Handling & Administrative Rate (HAR) Not to Exceed 5%

% x $1,900,000.00 = $

(3) TOTAL FF&E O&M AMOUNT: (1)+(2) = (3) $

(4) All FF&E Equipment for the Basis of the Bid for 0001 in accordance with the Comprehensive Interior Design – FF&E Equipment. (See Notes below)

$ 400,000.00 (Budget Only)

(5) Handling & Administrative Rate (HAR) Not to Exceed 5%

% x $400,000.00 = $

(6) TOTAL FF&E EQUIP. AMOUNT: (4)+(5) = (6) $

(7) TOTAL FF&E BID OPTION #8 (3)+(6) = (7) $

0010 Option #9 Petroleum Impacted Soils: Provide unit pricing for the excavation, disposal and replacement of Petroleum Impacted Soil as per Specifications 01 22 00.00 10 and 01 57 19.01 20. Unit pricing includes all material, equipment and labor.

Unit of Measure # of Units Unit Price

Ton 2000 $ $

0011 Option #10 Unsuitable Soils: Provide unit pricing for excavation, disposal and replacement of Unsuitable Soil as per Specifications 01 22 00.00 10 and 31 23 00.00 20. Unit pricing includes all material, equipment and labor.

Ton 2000 $ $

0012 Option #11 Extend Auger Cast Grout Pile Depth: Provide unit pricing to extend auger cast grout pile depth as required based upon results of Contractor performed field tests and the final determination of the Geotechnical Engineer of Record. Unit pricing includes all material, equipment and labor. Primary scope references include Drawings S-023-H in Volume 7 and Specification 31 63 16.

(1) Unit of Measure # of (18” Diameter) Units Unit Price

Linear Foot 22,300 $ $

(2) Unit of Measure # of (24” Diameter) Units Unit Price

Linear Foot 28,200 $ $

(3) TOTAL BID OPTION #11 (1)+(2)= (3) $

0013 Option #12 Additional Off-Base Fill Material: A portion of the fill material required for this project is anticipated to be available from on-base sources. This bid option provides unit pricing to haul additional fill material from outside of the Joint Base Andrews installation in lieu of using excess fill material from the Taxiway Whiskey Project. Unit pricing includes all material, equipment and labor necessary to obtain and haul fill material to the installation.

Reference Specification 31 23 00.00 20.

Ton 27,000 $ $

0014 Option #13 SF6/High-Fire point Fluids Insulated Pad-Mounted Switchgear: Provide SF6/High-Fire point Fluids Insulated Pad- Mounted Switchgear in-lieu-of Pad-Mounted Dead-Front Air Insulated Switchgear in accordance with the Contract Documents, including all material, equipment and labor. Primary scope references include Drawing ES-601 in Volume 1B and Specification 26 13 00 and 26 13 01

0015 Option #14 Removal of Existing Fuel Pipe: Remove existing fuel pipe across extent of site, cap at site boundary and document location of caps in accordance with the Contract Documents, including all material, equipment and labor. Primary scope references include Drawings CD105, CD108, CD109 and CD110 in Volume 1B and Specification 02 41 00.

0016 Option #15 Removal of Contaminated Water: Provide unit pricing for all work required to test, collect, transport, and dispose of contaminated water outside of Joint Base Andrews.

Contaminated water shall be disposed of in accordance with all local, state, federal regulations, and Specification 01 57 19.01 20.

(1) Unit of Measure # of Units Unit Price

Gallons 4,000 $ $

Total Price (Items 0001, 0002, 0003, 0004, 0005, 0006, 0007, 0008, 0009, 0010, 0011, 0012, 0013, 0014, 0015, 0016)

Notes:

(1) Offeror' s shall provide a price for all items on the Price Schedule.

(2) A firm fixed price is required for each item and no provision will be made for economic adjustments.

(3) The magnitude of construction is between $100,000,000 and $250,000,000.

(4) Options will be evaluated in accordance with FAR 52.217-5 Evaluation of Options.

(5) Only when the new Tariffs on steel and aluminum are passed/enforced by the U.S, FAR Clause

52.216-4-Economic Price Adjustment-Labor and Material will apply. Additionally, this FAR Clause is only applicable to the material costs on steel and aluminum. See FAR Clause 52.216-4 for more detail.

(6) FAR 52.211-18-Variation in Estimated Quantity applied.

(7) Evaluation of the Options will not obligate the Government to execute any or all of the Options.

(8) Should the Government choose to exercise the Option, the contract completion date shall not change.

(9) Items 0002-0006 and 0010-0016 may be exercised at the time of award or within 365 calendar days after award. A firm fixed price is required for the option.

(10) Items 0007-0008 may be exercised no later than 18-months prior to the construction contract completion date.

(11) The Offeror’s price is valid for at least 120 days from the receipt of proposals.

FF&E Notes:

For Item 0009, Bid Option #8: The (1) total estimated budget amount ($) for FF&E has been identified, to provide offerors with the projected magnitude of effort for FF&E. The FF&E Budget Amount is only an estimated amount.

The contractor will develop the final budget amount for the FF&E, during the post-award phase of the FF&E.

Offerors shall propose a (2) Handling and Administration Rate (HAR) for the FF&E not to exceed (NTE) 5%. For the Option: Offerors shall propose a HAR and multiply the HAR by the estimated budget to compute the HAR amount (sub-line item (2)). Offerors shall then add the estimated budget ($) to the HAR amount to compute sub-line item (3), “Total FF&E Amount”. The line item will be awarded as a negotiated modification to the contract/ task order no later than 18-months prior to the construction contract completion date.

a. GENERAL: Furniture, Fixtures, and Equipment (FF&E) / Collateral Equipment; requirements are covered in the Generic FF&E Package.

b. The HAR fee should account for all administrative costs, overhead, bonding fees, administration of subcontracts, profit, project management fee and any other costs associated with and related to the coordination and processing of the procurement and installation of FF&E. The proposed HAR percentage will be incorporated into the contract/task order award and will not be adjusted regardless of fluctuations from the estimated budget amount for FF&E. The proposed HAR is a fixed rate. The dollar amount of the HAR will change based on the actual, final amount for the FF&E determined during the post-award design phase of the

FF&E.

c. If awarded, this line item will be funded separately after completion of the FF&E review by the Government, acceptance of FF&E package by the Government, and receipt of appropriate funding by the Government. See specification section 01 30 00 for requirements and details.

d. The Government is not obligated to exercise the FF&E Option. Should the Government choose to award the FF&E, the Option will be awarded as a negotiated Modification to the contract/task order. The contractor’s proposed HAR will be applied to all vendor/supplier costs for the FF&E.

e. It is the contractor responsibility to purchase, deliver, and install the FF&E without impacting the overall completion date of the project. The contractor’s schedule should assume the award of the FF&E as a modification. No schedule extensions will be granted.

Name & Address of Firm Submitting Offer:

Signature:___________________________________

Phone:______________________________________

Email:______________________________________

ACKNOWLEDGEMENT OF AMENDMENT(S):___________________________

(End of Summary of Changes)