Amendment_0008.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 responses to RFIs

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 8

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

16C. DATE SIGNED

BY 01-Jun-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

01-Jun-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

SECTION

The follow

AMEN

MILITARY

CAMP SPR

The purpos

All other te

402. FOOD

cooler are Th manuf

Respo

403. FOOD

Qf-102 used?

Stainle fabrica

404. FOOD

as the

405. FOOD

406. FOOD

manuf

407. FOOD

SF 30 BLOCK

RY OF CHAN

SF 30 - BLO

wing have been

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Y CONSTRU

RINGS, MAR

se of this amen erms and cond

D SERVICE E

r model numbe hermo-Kool m facturer. Which onse: Both ma

D SERVICE E

2-H as TBF an LTI, Atlanta C ess is listed as ated items?"

onse: LTI, Atl

D SERVICE E

manufacturer b onse: Choice E

D SERVICE E

manufacturer onse: Gaylord

D SERVICE

facturer as Blod onse: Blodgett

D SERVICE E

manufacturer onse: Blodgett

K 14 CONTIN

NGES

CK 14 CONTI

n added by full

UCTION P302

RYLAND

ndment is to pr itions remain u

EQUIPMENT

er TKM-1560/M model numbers h is the prime s anufacturers m

EQUIPMENT

nd the specific Custom Fabric s an approved m anta Custom

EQUIPMENT

but the equipm

Equipment per

EQUIPMENT

and the equipm or Halton is a

EQUIPMEN

dgett and the e t is correct.

EQUIPMENT

and the equipm t is correct.

NUATION PAG

INUATION PA

text:

21, DESIGN-B

rovide response unchanged.

Resp

T, QF102H-Ite

MOHO20X63

but the equipm spec? Can both may be used.

T, 110640.3-Ite ations section cators or Titan manufacturer f

Fabricators, T

T, 110640.13-I ment schedule o r specification

T, 110640.13-It ment schedule s acceptable

NT, 110640.13

equipment sche

T, 110640.13-It ment schedule s

GE

AGE

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es to RFIs ponses to RFIs ems #1-9 and and model nu ment schedule h manufacturer ems #24, 25, 28

110640.13 it j Stainless are o for that item, c

Titan Stainless

Item #19 speci on sheet QF-10 ns.

tem #46 specif sheet QF-102-H

3-Item #47 s edule sheet QF tem #53 specif sheet Qf-103-H

OF HANGAR

s

Items #12-17 umber TKM-16 e on sheet QF-rs be used?"

8, etc. are liste just says fabric on the list con can we get quo s, or Select St ification sectio 02-H lists Cam fication section H lists Halton.

specifications -102-H lists A fications sectio H lists Garland

R 21, JOINT

In specificati

601/MOZO45L

-102-H has Im ed on the equip cated. Which nsidered. Also, ote from Selec ainless may b on 110640.13-p mbo. Which is c n 110640.13 p . Which is corr section 11064 Accutemp. Whi on 110640.13 p

d. Which is cor

N4008018R

Page

BASE ANDR

ions section pa L63 are listed.

mperial Brown pment schedule manufacturer c , for Item #86 ct Stainless for e used.

page 5 lists Ch correct?"

page 11 lists G rect?"

40.13-page 11 ich is correct?"

page 12 lists Bl rrect?"

R0003

REWS,

age 20 These as the e sheet can be Select r these hannel

Gaylord

1 lists lodgett

N4008018R0003

408. FOOD SERVICE EQUIPMENT, 110640.13-Item #72 in specifications section 110640.13 page 14 has this as a spare number but the equipment schedule sheet QF-103-H has this as Shelves with removable hooks. This also is not located on the floor plan but is located on sheet QF-402-H/A3."

Response: Shelf with removable hooks is correct.

409. FOOD SERVICE EQUIPMENT, QF101H-Item #75 is not located on the floor plan sheet QF101-H but is on sheet QF-403-H."

Response: Yes, Provide item #75.

410. FOOD SERVICE EQUIPMENT, 110640.13-Item #78 in specifications section 110640.13 page 15 is a spare number but on the equipment schedule sheet QF-103-H it is Soiled Dish table, straight, left handed. "

Response: Soiled dish table is correct.

411. FOOD SERVICE EQUIPMENT, 110640.13-Items #84 & 85 in specifications section 110640.13 page 16 are spare numbers but on the equipment schedule sheet QF-103-H these are Dishwasher vents. "

Response: Dishwasher vents is correct.

412. FOOD SERVICE EQUIPMENT, QF101H-Item #87 is not located on the floor plan sheet QF101-H but is on

QF-403-H."

Response: Yes, Provide item #87.

413. FOOD SERVICE EQUIPMENT, QF103H-Item #1021 is not in the specifications but is listed on the equipment schedule sheet QF-103-H. Also, is this for item #102 only?"

Response: Yes, Provide item 102.1 and yes.

414. FOOD SERVICE EQUIPMENT, QF102H-Items #39, 73, & 99 on the equipment schedule sheets QF-102-H & QF-103-H these say to refer to plumbing for the manufacturer. Are these to be included in the food service equipment bid or by the plumbing contractor?"

Response: Please refer to the left column of the referenced schedule – it explains where the item is to be placed in the bid. Every item listed in this question is noted as Base Bid, and as such, it is likely being provided by the plumbing contractor.

415. FOOD SERVICE EQUIPMENT, 110640.13-Items #22 & 23 in specifications section 110640.13 page 5 ice maker and ice bin are to be manufactured by (2) two different manufacturers. Can these items be quoted by the same manufacturer?"

Response: Follett ice maker is acceptable. Bin must be as specified.

416. CIVIL, GC100-Are we allowed to use off-road 35 CY dump trucks to haul material from the borrow pits to the hangar site or will we be required to use on-road 12 CY dump trucks?

Response: No off-road vehicles will be allowed on the roadways between the borrow site and the project site.

419. Reference drawing EY601-H. The manufacturer recommends that the specified Clearvoice M2-70V Neo Planar speakers are to be amplified and processed independently of other speaker types, however, the Riser Diagram does not indicate this. Please clarify.

Response: Provide an independent amplifier with power and add the amplifier to the riser.

420. Reference drawing EY601-H. The manufacturer requires that the specified Clearvoice 2MN-P Neo Planar speakers require separate power supplies and processing, however, this is not indicated on the riser diagram.

Please clarify.

Response: Refer to response to RFI #419.

448. Please confirm if StormTech MC4500 chambers be used, as an approved alternate to the two 84” CMP systems proposed on page CG505, in accordance with the Public Works Technical Bulletin “Sustainable Stormwater Storage Alternatives for Army Installations” No. 200-1-36 Page B-17 (Larger MC4500 Chambers)

Response: The contractors shall proceed with the two 84” CMP system.

451. Specification 32 11 23.23 describes open graded material (OGM) stabilized with cement. Drawings CP501 show OGM surrounding the drainage pipe. Please advise if this condition can be replaced with Rapid Drainage Material (RDM) for more effective drainage at any or all of the following conditions;

a. A1/CP501 - Under bituminous pavement

b. A3/CP501 - Under PCC pavement

c. A4/CP501 - Under turf areas Response: Rapid Drainage Material cannot replace OGM. Provide as shown on the contract documents.

455. The architectural louver schedule for the POL filter house says L-2 should be 4'-8" x 3'-0", however, the mechanical louver schedule says L-2 should be 5'-4" x 3'-0". Please clarify the correct louver size.

Response: 5'-4" x 3'-0" is the correct louver size.

456. ELECTRICAL, ES101, ES105, ES107-There are no electrical connections to the motorized cantilevered gate please provide electrical drawings for these motorized systems.

Response: The gates ES101 at San Antonio Boulevard is an existing gate and no gate is proposed on ES105. See Volume 3 sheet E-113-E for gate on ES107.

457. MECHANICAL, M702-H-Various equipment schedules state "Basis of Design or Approved Equal". We assume that the intent is if a manufacturer meets the associated specification requirements that they will be approved.

Response: Refer to Specification Section 01 33 00 Paragraph 1.2.4 for interpreting “or approved equal” references.

458. FIRE PROTECTION, 211322-Please indicate which foam system is to be used: Deluge system (open heads) with foam inductor and atmospheric tank OR dry-pipe/pre-action valve assembly (closed heads) with ratio flow controller and a bladder tank. Note that inductors are used on deluge systems only (not closed head systems).

Note that a ratio controller is used with bladder tanks (not with atmospheric storage tanks).

Response: The NAVFAC Fire Protection Engineer is directing that the AFFF system in the hazmat building will be a wet pipe system.

459. FIRE PROTECTION, 211322-If the foam system is to employ closed heads, please verify if it is to be a dry pipe system OR a pre-action system.

Response: The NAVFAC Fire Protection Engineer is directing that the AFFF system in the hazmat building will be a wet pipe system.

460. FIRE PROTECTION, 211322-Please specify the type of 3% AFFF form to be used: Mil spec OR alcohol-resistant foam. If this room only requires a 5% AFFF to protect hydrocarbons (no-miscible), the 3% AFFF Mil spec could be utilized. If it requires an alcohol resistant (AR-AFFF) foam concentrate, the 3% AFFF Mil spec referenced can't be used. There is no Mil Spec foam concentrate that is alcohol resistant.

Response: 3% AFFF Mil Spec foam will be used in accordance with UFC 3-600-01 requirements.

461. FIRE PROTECTION, 211313-Part 2.5.1 specs piping to be “A-53 Type F”. We assume “Type E” (Electric

Resistance Welded or ERW) will be acceptable for piping 4" and larger. Please verify.

Response: UFC 3-600-01 Change 2 (dated March 2018) no longer prohibits electric resistance welded pipe. Therefore, Type E will be acceptable for piping 4” and larger. In Specification Section 21 13 13.00 10 Paragraph 2.5.1.1, delete the second sentence and revise the first sentence as follows: Except as modified herein, piping shall be black steel as permitted by NFPA 13 and shall conform to applicable provisions of ASTM A53/A53M, ASTM A153/A135M, or ASTM A795/A795M.

462. FUELING SYSTEM, 330150-We assume this spec refers to cleaning the newly installed aviation fuel tanks.

However, Part 3.3.1 refers to "scraping…until all loosely adhering rust and scale have been removed." Please verify this spec is for the newly installed aviation fuel tanks after system flushing. If this is incorrect, please indicate the size and location of tanks to be cleaned.

Response: Specification 33 01 50.01 is intended for the cleaning of the new aviation fuel system after system flushing.

463. PLUMBING, P-101-H-We assume that cathodic protection is not required for the under-slab water and air piping which connect to the utility pits. Please verify.

Response: Provide corrosion protection in accordance with Section 22 00 00 Paragraph 3.1.5 Corrosion Protection for Buried Pipe and Fittings.

464. CIVIL - SITE UTILITIES, C-002-Under the General Terrapin Utility Services (TUS) Notes, note 2, it says, “THE PREFERRED PROCESS FOR CONNECTING FACILITIES IS TO REQUEST THAT THE UTILITY

OWNER INSTALL THE REQUIRED CONNECTING FACILITIES, UP TO A POINT OF DEMARCATION

TO BE IDENTIFIED BY THE GOVERNMENT, AS A CONNECTION CHARGE. HOWEVER, IF A

CONNECTION CHARGE CANNOT BE NEGOTIATED, WORK MAY BE ACCOMPLISHED BY THE

PRIME CONTRACTOR AND LATER CONNECTED TO THE UTILITY OWNER'S SYSTEM, PROVIDED

THAT THE UTILITY OWNER'S CONNECTION CRITERIA, AS SET FORTH IN THEIR UTILITY

SERVICES CONTRACT WITH THE GOVERNMENT, ARE MET.” It not clear if TUS is to install the utilities up to the point of demarcation or if the prime contractor is responsible for this work. Please clarify. Has a connection charge been negotiated?"

Response: The contractor shall coordinate with TUS for the costs. TUS can either install all the utilities up to the point of demarcation or provide inspection and connection services if the contractor installs the lines. TUS must be contacted by the contractor as TUS is the owner of the system.

465. PLUMBING, P-105-H-Utility pit UP402 and UP501 are located in slab areas which are 36" thick. We assume the air piping and water piping serving these pits will be routed below the concrete. Please verify.

Response: Correct - all utilities serving the utility pits shall be routed below the concrete slab and supported in accordance with the details shown on Sheets S-030-H and S-031-H.

466. MECHANICAL, 230200-Part 2.2 lists the pit box as being welded coated steel. Will fiberglass boxes be acceptable?

Response: Fiberglass is not acceptable. Provide utility pit construction in conformance with Section 23 02 00 Paragraph 2.2 General Pit Requirements.

467. CIVIL - WATER TANKS, V5, F-501-F, S-102-F-In Volume 5, drawings S-102-F and F-501-F, the water tank foundations are shown, but there are no details of the tanks above the foundation connections. Please provide tank details showing plan view and elevations with pipe sizing, locations, and connections.

Response: The pipe sizing is included on sheet F-501-F. Altitude valve and riser piping for tank fill will be revised from 10 inches to 4 inches. The performance requirements for the connections and elevations are included within the specifications. Details of the specific connection locations and elevations will be determined by the tank manufacturer selected by the contractor and shall be included within the shop drawing submittals.

468. CIVIL - SITE UTILITIES, C-002-Terrapin Utility Services Note 3 says that all connections to the existing water system and sewer system are required to be coordinated with and performed by Terrapin Utility Services, Inc. (TUSI). Please confirm that Terrapin Utility Services is going to furnish and install the sanitary sewer and water distribution piping from the connections to the existing systems up to the points of demarcation shown on the plans. The installation, connection charges, and any fees associated with the sanitary sewer and water piping outside of the building will be paid for by the government. The TUS point of demarcation is shown on the sanitary sewer line but is not shown for the water piping system. Please provide a point of demarcation for the water system.

Response: The demarcation points for water are shown on the CU series plans. See valves on CU112 for Hangar Building, CU104 for Hazmat Building, CU104 for POL Filter House, and CU107 for Entry Control Facility. Demarcation Point for the supply line to the Fire Pump House shall be at the closest valve to the building. Demarcation Point for fire line to Entry Control Facility shall be at the closest valve to the building. There are no demarcation points for the fire water system supplied by the fire pump house as that line is a base owned system.

469. FUELING SYSTEM, -Does the code 33 01 50.01, Cleaning fuel storage tank, refer to an existing aviation fueling or diesel system that is not shown or does this reference the clean and startup of new systems?

Response: Specification 33 01 50.01 references the cleaning and startup of the new aviation fuel system.

470. PLUMBING, P-105H-There is storm piping and IW piping shown near col A.5/7.5 which does not have a keynote referencing drawing S-030H. We assume that the piping support details on S-030H only apply to underground piping where indicated. Please verify.

Response: Piping support details shown on S-030-H are applicable to all piping located beneath all structural slabs (note: the entire Hangar facility in Volume 7 is a structural slab which requires these supports).

471. PLUMBING, O-113H-There are various underground piping lines (SS, GW) which do not have a keynote referencing dwg S-030H. We assume that the piping support details on S-030H only apply to underground piping where indicated. Please verify.

Response: Refer to response to RFI #470.

472. Please provide connection detail for HSS 8x8x5/16 Ceiling Support Framing on SF116-H.

Response: Provide seat angle L5x5x3/8x0’-6” at top and bottom of each end of HSS 8x8 for connections to the columns. Provide 5/16” fillet welds each side of seat angle to the column and each side of HSS 8x8 to the seat angle.

473. Drawings SF403 thru SF410 show the catwalks. There are catwalks in areas C, G, & L but not any in areas B, F, & K. In my opinion, I think that intent is for the two sides to be mirror images of each other. Therefore, should we account for catwalk in B, F, & K?

Response: The catwalk layout is not symmetric. Refer to sheets SF140-H thru SF152-H for clarification.

474. Please, specify grade and finish required on ½” diameter sag rods.

Response: Refer to responses to RFIs 167 and 309.

475. Specification 32 13 11 Concrete Pavement for Airfields and Other HD Pavements ¶2.1 states that “This section is intended to stand along for construction of concrete pavement” Further, ¶2.12.1 specifies pavement flexural strength of 650 psi. Concurrently, spec 03 30 00 Cast in Place Concrete ¶2.3.1.5 specifies concrete compressive strength of 4500 psi @ 28 days and ¶2.3.1.8 states that the compressive strength may not exceed the design by more than 20%. Please confirm that neither the compressive strength requirements (¶2.3.1.5), nor the average strength requirements (¶2.3.1.8) of 03 30 00 are applicable to the concrete paving work that is covered in its entirety by specification 32 13 11.

Response: Requirements of 03 30 00 are not applicable to section 32 13 11.

476. Plans show forcemain from X12 as a 2.5” PVC pipe but specs are only provided for a PVC Pressure pipe from

4” to 12” and is called out as PVC AWWA C900. This type of pipe is not made in 2.5”, can you specify what type of pipe this Forcemain should be?

Response: Refer to response to RFI #401.

477. Specification 03 30 00 Cast in Place Concrete ¶3.10.1.1 b. states that “construction joints shall be placed so as to divide slab into areas not in excess of 1,200 SF” ( approx. 34’ x 34’). Please verify that this specification is applicable to the heavily reinforced hangar slab. If so, please provide a construction joint detail for the hangar slab. Be advised, construction joints at this spacing will be extremely burdensome and costly. Further, construction joint spacing specified does not seem reflect the thickness and reinforcement present in the hangar slab.

Response: It is acceptable to increase the area of the structural slab area between construction joints to 3,600 sf with panels which are approximately square. Note: all construction joints in the structural slab shall be constructed using detail D1 on sheet S-003-H. Add to 03 30 00 SD-02 Shop Drawings, the requirement for the contractor to submit for approval the Construction Joint Plan and Details for all structural slabs.

478. Specification 31 23 00 Excavation and Fill ¶3.4.1.1 states the following : “surcharge areas to 90% consolidation even if it exceeds the approximate six-month time period at no additional cost to the Government.” The designer had full access to the geotechnical report and all supplemental geotechnical information when selecting the six-month time frame. The contractor, despite requesting additional Geotech info in a previous RFI, does not have access to this information, and thus is at a significant disadvantage to assess the appropriateness of the estimated 6 month settlement time. Due to lack of information necessitated to evaluate this risk, we request the specification language be relaxed to allow the contractor to received additional time and be compensated for additional expense incurred if the specified consolidation does not occur within the six month time period.

Response: Refer to response to RFI #390.

479. Specifications 27 40 00, the Presentation Switcher specifications in sections 2.24 and 2.26 are both for

Conference Room T21. Also T21 is included in 2.25

Response:

1. Please use 2.24 – V14, N13, P46, T21 are all the same.

2. Please note: configurable 8x8 DM frame requires: 3 DMC-4K-HD-HDCP2- HDMI video input cards and 4 DMC-4K-C-HDCP2 – this is shown on the one-line drawings

480. Please confirm 2.26 is a duplicate of 2.24 and that T21 should not be included in 2.25.

Response:

1. Specification 2.24 calls for a configurable 8x8 video matrix frame for use in V14, N13, P46, T21.

2. Specification 2.25 will not be used for T21

3. Specification 2.26 calls for a video presentation switcher and will not be used.

481. Drawing V-404-H AV connections from the desk areas are implied for U11 – U15, U17, T11 and P52 but in the AV drawing V-615-H that connectivity is only shown for U12 – U14 and T11. Please advise.

Response: Please refer to V-618-H for P52, U11, U15 and U17

482. Drawing V-412-H for the Fitness Center, P26 there is an implied AV connection from the back of the room and ceiling speakers but no AV drawing detailing the AV system.

a. Are these TV displays only?

b. Where is the ceiling speaker audio coming from?

c. Please clarify.

Response:

1. Please reference V-617-H for connectivity of P26 Fitness center

2. Equipment goes into ceiling box as shown in V-412-H RCP

END OF AMENDMENT 0008

(End of Summary of Changes)