AMENDMENT 0003.pdf

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Attached to
P1043 Water Treatment Plant Replacement, MCB, Camp Lejeune, NC
Solicitation number
N4008521R0052
Issued by

About this file

This amendment modifies a solicitation for a design-bid-build project to construct an eight million gallon per day water treatment facility utilizing membrane filtration technology at Marine Corps Base Camp Lejeune in North Carolina. The amendment provides responses to pre-proposal inquiries, extends the response due date from July 8 to July 15, 2021, and clarifies requirements for materials, controls, and equipment. Key items include confirmation that certain pumping stations, control panels, and piping systems meet specifications. The Navy Facilities Engineering Command seeks to provide potable water in compliance with regulatory requirements and address potential saltwater intrusion issues.

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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. N40085-21-R-0052, DBB P-1043 WATER TREATMENT PLANT, HADNOT POINT, MCB, CAMP LEJEUNE, NC

The purpose of this amendment is to provide responses to Pre-Proposal Inquiries.

The proposal due date has been extended from 08 July 2021 to 15 July 2021 NLT 2:00 PM EST.

See Continuation Page(s).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 11

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

16C. DATE SIGNED

BY 23-Jun-2021

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 N4008521R0052

X 9B. DATED (SEE ITEM 11)

10-May-2021

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 X is extended, 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

23-Jun-2021

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:

N4008521R0052

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

Contract or PPI#

Section of RFP or Page Number

Paragraph Reference

Drawi ng Numb er

Question RESPONSE

70 Volume 13b – Page 29 and

M- 640, M-641

Is the DDC controller for

10-HCP-1

independent from the entire DDC system?

From review of the ‘HVAC System Control Architecture’ detail the 10-

HCP-1

controller is not shown.

Yes, Panel 10- HCP-1 is not connected to the DDC system. Per Government direction during design, fans and heaters serving Raw & Finished Pump Building, Clarifier Building and Bypass Filter Building are not connected to the DDC system.

71 Volume 13b – Page 29 and

M- 640, M-641

Please advise if there is a 10- HCP-1 control panel schedule as there are panel schedules for the other building DDC controllers.

There is no I/O schedule for panel 10-HCP- 1 because it is not connected to the DDC system. The panel shall have simple relay logic to operate fan.

72 Volume 13b – Page 16 and

M- 132, M-601

M-601 identifies a CD1-2 ceiling diffuser in the Fire Pump Room. Drawing M-132 does not identify a CD1-2 diffuser. Please advise if there is a CD1-2 diffuser

No, a CD1-2 ceiling diffuser is not required in the Fire Pump Room.

Provide 170 CFM via SG1-1 as shown in Drawing M-132 and M-601. M-in the Fire Pump Room.

601 has been revised accordingly.

74 Volume 16 – Page 25, 26, 27 P-191, P-691, P-991

Drawing P-691, Equipment Schedule, identifies the provision of a Water Meter (90-WM-1) and Expansion Tank (90-ET-1). The plan drawing (P-

191) and the riser diagram (P-

991) does not show the WM nor the ET.

Please advise if the WM and ET are required and provide the location.

Yes, 90-WM-1 and 90-ET-1 shall be provided.

Drawing P-991 has been revised to clarify location.

75 Volume 15 – Page 20 M-151 Keyed note 5 is adjacent to 50- EF-1 and 50-EF- 2 which refers to the provision of condensate drywells. Please confirm that a drywell is not required and that the keyed note adjacent to the exhaust fans should be 6.

Correct, The keynote should be 6 instead of

5. Drawing M- 151 has been updated accordingly.

79 Volume 13b – Page 3, 5, 14 P-132, P-431, P-933

The sanitary Drain pipe sizes, drain types and drain sizes between drawings P-132, P-431 and P-933 have a few discrepancies.

As an example there are two floor drains identified as 3” FD-2P on drawings P-132 and P-933 and the same drains on drawing P- 431 are identified as 3” FD-1P. Please review the three drawings and provide consistent drain pipe sizes, drain sizes and drain types.

Subject plumbing drawings have been reviewed and revised for consistency.

80 Volume 13b – Page 17 M-134 Drawing M-134 identifies section details M-231 A2 and C3. From review of the drawings M-231 is not part of the drawing the set.

Please provide drawing M-231 or provide clarity.

There is no Drawing M-231 and one will not be provided.

Disregard section cut symbols on Drawing M- 134, additional section cuts are not required in this area.

82 Drawing Vol. 11 P-111 and P-

The isometric shoes a 2” W2 line at the elevation 45.66’ on P-911, on the plan view of that same line, it shows it to be a 1.5” W2 pipe. Which one is correct?

Subject plumbing drawings have been reviewed and revised for consistency.

83 Drawing Vol. 11 D-322 Please clarify the requirements for the 16” electrically actuated valves shown on the DF pipes going to the Decarbonator Towers

(20DF-FV41012 &

20DFFV41011)? The listing of this valve requirements could not be found in the specifications.

Valve tag reference on Drawing D-322 is incorrect. Per Drawing DI619, subject valves are

20MP-FV41011

and 20MP-

FV41012.

Requirements are indicated in the Electrically Operated Control Valve Schedule, Section 40 05 13 Supplement 3.

84 Drawing Vol. 16 D-391 There is a label for a 10”x8” concentric reducer above the pump in Section A1. Does this apply, as there does not appear to be a fitting being referred to by this label?

Yes, callout applies and the fitting is required and shown above the pump discharge to transition from the pump discharge flange to the downstream 10" DMJ piping.

85 Drawing Vol.

13b

P-131, P-933 Please clarify the pipe sizing in the building plumbing system? There are different pipe sizes shown between the plan sheets and the sanitary drain riser diagrams on the Operations and Treatment building.

Examples include room 40-102, which shows 3” piping in the plan view, but the riser diagram shows 2” piping. In Room 30-117, there is a 3” HD & pipe shown near Boiler CB-2 on P- 431, but the riser diagram shows a 2” pipe. Same issue on the 3” hub drain below the stacked 2.5” RPBP-1 and 2” RPBP-4.

Subject plumbing drawings have been reviewed and revised for consistency.

86 Specification Volume 2, Specification 11 53 00 and 22 00

Part 2 products

P-933 I could not find any specification requirements for the Acid Neutralization tank or the dilution tank in the lab and plumbing specification sections, only a detail for a dilution tank on P531. Could you clarify the requirements?

Is the acid neutralization tank the same as the dilution tank?

A neutralization tank is not required. A dilution tank shall be provided.

Plumbing drawing has been revised to provide additional detail on requirements.

87 Specification Volume 2, Specification 11 53 00

2.3 Drawing

Volume 13b, P-132

In Room 30-124 (Operator’s Laboratory), key note 9 lists lab faucets (LP-1, LP-2) by Lab vendor. Could you clarify if these faucets are a government supplied item or if they are supplied by the contractors laboratory equipment vendor?

Subject faucets shall be provided by the Contractor's laboratory equipment vendor.

88 Specification Volume 2, Specification 11 53 00

2.4 Could you clarify if the

Miscellaneous laboratory items in this specification section are part of the base bid or considered part of the FF&E to be determined later?

All items shall be provided as part of the Base Bid unless explicitly identified as FF&E in the Drawings. Refer to Drawing IN430 and IN431.

89 Drawing Volume 13b

P-602 Could you clarify the location of the Gas Cock LP-4, as no label could be found in the plumbing plans for the laboratory room?

Gas Cock LP-4 is not required.

90 Drawing Volume 13b

P-602 Is there a system of piping and vacuum pump for connecting to the LP- 4 fitting? Could not find any requirements in the plans under plumbing or mechanical.

No gas cock, vacuum pump, or related piping is required.

91 Volume 3, Specification 33 52 10 Specification 33 56 10 Specification 26 32 13.00 20

1.6, 3.4, 3.5 Specification 33 52 10, paragraph 1.6 says the government will supply fuel for the testing, flushing, and cleaning efforts. Specification 33 56 10, paragraph 3.4 requires the contractor to supply fuel for the fill test. Could you clarify if the contractor is only required to supply the diesel fuel for the fill testing to be at 98% of the tanks volume, the fuel used in testing of the generator (26 32 13, 3.5) and the government will only supply fuel for the flushing, testing, and cleaning of the fuel lines?

Please clarify the requirements for fuel?

Diesel fuel required for the execution of the Work prior to BOD shall be provided by the Contractor.

Specification Section 33 52 10, Para. 1.6 has been revised accordingly.

92 Drawing volume

S-132 Says typical of 11 stairs on keynote 14. Please confirm that the stairs on the exterior of the building (plan left) need to be constructed in accordance with key note 14?

Yes, the exterior stairs shall be constructed in accordance with Keynote 14 as indicated.

93 Drawing volume

S-133 Plan notes detail typical of 11 stairs in keynote 14.

There are only eight sets of stairs on this plan sheet including the exterior stairs. Please confirm there are only 8 on this sheet to comply with key note 14 requirements.

There are only 8 sets of stairs indicated on Drawing S-133.

Keynote 15 has been revised accordingly.

94 Drawing volume

S-803 The plumbing sheets for many of the buildings require concrete encasement of the piping below the foundation slab and reference detail A1 on sheet D-803. Please confirm the correct reference for them is detail A4 on sheet D-803 for the pipes less than 18” in diameter?

The correct reference to under slab pipe encasement is Detail A4/S-803.

Plumbing drawings have been revised

95 Drawing Volume 17 & 13b

S-803, P-131, P-132, P-331, P-431, P-432

Will the ½” copper trap primer runs from each ETP-1 to the floor drains that are under the foundation required to be concrete encased per A4 / S-803?

1/2" copper trap primer piping may be encased in structural slabs. If run below slab, encase per Detail A4/S-803.

96 NA NA NA Does this project contain a reverse osmosis requirement?

Membrane system is specified as nanofiltration.

Membrane system requirements are defined in Bid Specification Section 43 32 56 and in the Bid Drawings.

97 Specification 43 32 69 Membrane Systems

Paragraph 2.2

The specifications require the Membrane System Supplier shall have at least 10 years of experience designing, constructing, and supplying nanofiltration or reverse osmosis systems for municipal water treatment within the United States. Many Nano Filtration Membranes are used for commercial purposes and the requirement for municipal WTP experience use eliminates a large number of membrane suppliers.

Would the Government consider eliminating the requirement for experience in municipal Water Treatment and replace with “10 years of experience designing, constructing and supplying nano filtration or reverse osmosis systems within the United States”?

Sufficient competition exists, the municipal experience requirement remains. The membrane system supplier shall have the experience per the specifications and the membrane system supplier shall supply membrane elements that can treat water with the water quality listed in Table 2 (Supplement 1 of specifications) and produce permeate with water quality meeting requirements of Table 4 (Supplement 3 of the specifications).

The supplier shall supply membrane elements from a membrane element manufacturer with at least 3 municipal nanofiltration water treatment plants using the proposed membrane elements that have been operating for at least 5 years and with capacities of at least 5 mgd within the United States.

Paragraph 2.4 has been revised to clarify the requirements.

98 Finished Water Tank

Drawings S- 171, D-171, D- 371, and E-171

The Finished water tank is currently proposed to be a concrete structure designed by the tank manufacturer. Would the Government accept an alternate proposal with a Welded Steel Tank?

No.

99 Drawing Volume

D-331 / D-332 Could you clarify the requirements for the tanks 40CS31001 through 40CS31004? No information could be found for these tanks in the specifications.

Subject equipment tagged

40CS31001

through 40CS31004 are membrane feed pump control stations, not tanks.

Refer to Drawing

DI614.

100 Drawing Volume

D-132 Could you clarify the requirements for the tank 40LCP01? No information could be found for this tank in the specifications.

Subject equipment is a control panel for the Membrane CIP system, not a tank.

101 Drawing Volume

CS103/CS115 As a clarification to amendment 2 PPI #40, please confirm if a permanent impact attenuator (MASH Eligible Guardrail End Units (GREU)) will need to be installed at the end guardrail identified that is facing traffic and AT-1 end unit detail when not?

NCDOT

permanent impact attenuator Type TL-3 and end unit AT-1 shall be provided per Amendment 0003.

102 Drawing Volume

DP111 regarding the tie-in to the existing C900 PVC raw water main, what materials are to be used for the tie-in? Drawing DP111 appears to reflect DIP pipe and fittings;

however, Supplement 1 to specification 40 05 13 indicates HDPE for buried raw water piping.

Please clarify.

PENDING

RESPONSE

103 Drawing Volume

DP104 the buried 8” FBS (filter backwash supply line) is depicted as HDPE, but Supplement 1 to specification 40 05 13 indicates that buried FBS should be epoxy lined ductile iron pipe/fittings.

Please confirm that the buried filter backwash supply (FBS) piping should be epoxy lined ductile iron pipe/fittings.

Exposed and concrete encased FBS shall be epoxy lined ductile iron.

Buried FBS shall be HDPE.

Supplement 1, Piping Schedule has been revised accordingly.

104 Specification 40 05 13

Paragraph 2.9

Specification 40 05 13, para. 2.9 indicates the use of fluoropolymer tubing inside PVC containment piping. Specification 40 05 13, Supplement 1 indicates that the buried liquid lime/carrier water piping shall be HDPE.

Drawing DP106 includes a note that reads, “Two 2” LL containment pipe with 1” LL carrier tube to injection point. This note appears to be in agreement with para. 2.9 of specification 40 05 13;

however, both appear to be in conflict with the information provided in Supplement for the buried liquid lime piping.

Please confirm the proper materials to be used for this piping.

Buried liquid lime piping shall be tubing inside PVC carrier piping.

Bid Specification 40 05 13, Supplement 1 has been revised

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 08-Jul-2021 02:00 PM to 15-Jul-2021 02:00 PM.

(End of Summary of Changes)

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