AMENDMENT 0002.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. N40085-21-R-0052, DBB P-1043 WATER TREATMENT PLANT, HADNOT POINT, MCB, CAMP LEJEUNE, NC

The purpose of this amendment is to provide the site visit sign-in sheet, updates to Draw ings, and responses to Pre-Proposal Inquiries (PPIs).

The proposal due date of 08 July 2021, NLT 2:00 PM EST, remains unchanged.

See Continuation Page(s).

1. CONTRACT ID CODE PAGE OF PAGES

J 1 29

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

16C. DATE SIGNED

BY 11-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 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

11-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 0002

Contract or PPI#

Section of RFP or Page Number

Paragraph Reference

Drawi ng Numb er

Question RESPONSE

5 Final Drawings Volume 3 DX21 Detail C1

Detail C1 includes a hashed valve at the bottom of the detail. Please if a keynote should be applied to the valve, or if there is no work associated with the hashed area.

Per Note 28 on Drawing DX212, the hashed valve in bottom right of photo shall be removed.

6 Final Drawings Volume 3 DX21 Detail A3

The details go from A2 to A4.

Please confirm there is no missing detail A3 on Drawing

DX213.

The detail numbering is based on the quadrant it falls in on the drawing. There is no detail that falls in row A, column 3 (i.e.

A3) on DX213.

7 Specification 01 32 17.00 20 Page 5 and Specification 02 41 00 Page 6

Specification Section 02 41 00, 3.1.5 Masonry states, “Brick Veneer from Building 20 exterior walls shall be salvaged for reuse as landscaping pavers at the proposed water Treatment plant”.

Specification Section 01 42 00 States, “Note that demolition of the Hadnot Point WTP shall commence no sooner than 30 calendar days from the date that "Final Approval" is issued by the NCDEQ Public Water Supply Section.

Can Demolition of the building 20 exterior walls start prior to the time frame stated in section 01 42 00? Will the NCDEQ Final Approval be issued without the new Water Treatment Plant BOD issued by the Government?

No, demolition of B20 cannot begin prior to the time frame stated in Section 01 42

00. No, Final Approval will not be requested until BOD is issued by the Government.

8 Sheets GD121B, GD122B, &

GD140B

The Demolition drawings state several items that are to be salvaged by the Government, “Lime Metering Pumps, Filter Valves and Actuators, Air Compressors, Flouride Metering Pumps and Tank, Sodium Hypochlorite metering pumps, sodium hypochlorite transfer pump” Please Confirm the Government will be responsible for demolition and relocation of those items.

Please provide a time Frame the Government will require to salvage the items as this will impact the contractors’ demolition schedule.

Government salvage will occur during the 30 day period between NCDEQ Final Approval and the start of demolition activities. Per Section, Para.

3.1.17, Government will remove the items they want to salvage, anything that remains after the 30 day period becomes the property of the Contractor to dispose of.

9 Amendment 01 – 00 22 13 00.20

CLIN 0001AA CLIN 0001AA

includes a reference to

CLIN 0001AC.

There is no 0001AC on the price schedule.

Please confirm what CLIN 0001AC is, or confirm that

CLIN 0001AC

is not applicable.

CLIN 001AC is not applicable.

10 RFP Document On page 9 of 63 and page 18 of 63 of the RFP document, instructions are provided for delivery of electronic proposals as well as hard copies of the price and non-price proposals, along with a

CD-ROM.

Subcontractor pricing often comes in within the last hour on bid day, therefore, after submitting our electronic proposal prior to closing time, we request 5 business days, by 15 July 2021, to submit our hard copy proposals.

Hard Copy technical and pricing binders are due on 08 July 2021.

Attachment’s E, F, G and H (which contain pricing information) may all be submitted electronically only.

11 Because this facility is owned by the United States Federal Government, and is utilized as a Water Treatment Facility, we understand that Unified Facilities Criteria

(“UFC”) 3-520-

01 and Unified Facilities Guide Specifications (UFGS) Section 26 05 19.10.10 shall apply for purposes of competitive bidding and project

Provide materials in accordance with the Bid Documents.

Submit specific requests for deviation for consideration.

execution. To ensure that the project is bid and constructed in accordance with the applicable regulations and requirements, please confirm that UFC 3-520- 01 and UFGS Section 26 05

19.10.10 shall apply to this project.

Specifically, please confirm that bidders are permitted to utilize the type(s) of material(s) described in

UFC 3-520-01

and UFGS Section 26 05 19.10.10 applicable to their scope of work despite any potentially contradictory provisions in the design plans and specifications.

12 Section 40 05 13 Supplement 3

- Page 5 through 9.

Are the (Well House) valves supplied by the contractor as balance of plant valves or are these part of an OEM equipment package?

Subject valves shall be provided by Contractor.

13 SECTION 40 05 13 Page 37. 2.13.1.3 Electric Operator

The ambient temperature range of the actuator is requested -40F to +150F. Since the installation in in Jacksonville NC and the lowest temperature ever recorded there was -5F we would request that the temperature range for the electric actuators be changed to -20F to +150F which is the common temperature range that most manufactures make without special modifications. A -40 temperature actuator will add cost and additional complexity to the actuator with extra heaters and thermostats.

Proposed -20F to +150F temperature range is acceptable.

The specification has been updated accordingly.

14 SECTION 40 05 13 Page 37. 2.13.1.3 Electric Operator & 40 05 13 supplement 3 page 5 through 10.

The electric actuator spec, & and the valve schedule does not address how you want the valves to fail based on power loss. Loss of signal is addressed. How do you want these valves to fail on loss of power? If you want these valves to fail open or closed on loss of power loss do you want the valves to go to fail position by spring or by battery? Keep in mind that fail closed or open on power loss is a significantly more expensive actuator. If you select spring return on power loss you may have to use a self-contained spring return electrohydraulic actuator for some of the larger sized valves.

Per Specification 40 05 13 para.

2.13.1.3, valves shall fail last position unless otherwise noted. On loss of power valves shall fail last position unless otherwise noted.

15 Part 1, page 11-12 Factor 2 – Management Approach and Schedule

a) For bidding purposes, please provide clarification on the "Summary Level" requirement for the schedule.

This contradicts the requirement for providing the "entire CPM schedule." b) If it is agreeable to provide a Summary Level Schedule, please provide a number of required line item activities for the schedule.

Propose to

RFP.

16 Part 1, page 11-12 Factor 2 – Management Approach and Schedule

Please identify the "technical complexities" which are to be addressed as part of the Narrative Work Plan.

Propose to

RFP.

17 Part 1, page 11-12 Factor 2 – Management Approach and Schedule

The RFP states, "Provide a detailed construction schedule that illustrates your ability to achieve or improve on the requirements of the RFP while keeping within the RFP’s requirements."

If the Offeror proposes a shorter contract duration, thus improving upon the requirements of the RFP, may

Propose to

RFP.

it be considered as rated higher?

18 Part 1, pages 7 and 9 Basis of Evaluation and Submittal Requirements for Each Factor

Please confirm that only one CD shall be provided with the hard copies, and that it shall include both the Price and Non- Price Proposals.

Only one CD is required.

19 Part 1, page 18 4.2 PROPOSAL

SUBMISSION

INSTRUCTIONS

Please provide a date for which the hard copy proposals will be due.

Hard copy submissions are due 08 July 2021.

20 Specification 01 14 00 Page 2 Paragraph 1 The Specifications state, “Connections to existing 24-inch diameter raw water and 24-inch diameter potable water pipelines shall only be conducted on Saturday, Sunday, and Federal Holidays”.

Would the Government allow Friday overnight shifts to make connections?

Yes.

21 Specification 01 14 00 Page 4 Paragraph N The specifications State, “Access to Hadnot Point WTP during Demolition: Due to high volumes of local weekday traffic near the site, construction vehicle/truck access to (into and out of) the existing Hadnot Point WTP by is not permitted before 09h00, Monday through Friday, excluding federal holidays.”. The specifications later state, “Regular working hours must consist of an 8-1/2-hour period, between 7 a.m. and 5 p.m.”. the time between 0900 and 1700 provides only an 8-hour period of performance.

Would the Government Consider allowing earlier starts at the Hadnot Point facility?

Yes. Regular working hours must consist of an 8-1/2-hour period, between 7 a.m. and 5 p.m.

22 Specification 01 50 00 Page 9 Quality Control Manager Records and Field Office

The specifications state to make utility connections to the QCM field office and to locate “as directed”. Please provide an approximate location of the contractor’s QCM office so that proper utility connections can be identified?

Please clarify If the location is for the contractor to determine?

Contractor to determine QCM field office location and will be subject to review and approval by Base. Connecti ons are the responsibility of the contractor.

23 Specification 10 14 00.20 IN531 Detail A-4, IN135

Drawing IN135 signage legend indicates A4 to be “sign type A4, and to refer to A2 / IN531”.

Detail A2 on IN531 is for Typical Room Identification.

Sign type A4 appear to be associated with the restrooms, detail A4 on IN531 appears to be the correct signage required at those locations. Please confirm. In addition, the specification section 10 14 00 does not provide details for sign type A-4. Please provide specifications for sign type A- 4.

Sign Type A4, should refer to Detail

A4/IN531.

Specifications have been revised to include sign type A-4.

24 Specification 01 30 01.00 22

Paragraph 3 The specifications state,” As a separately priced line item under the Base Bid, the Prime Contractor shall provide the services of a

NCIDQ

Certified Interior Designer, other than the A/E's Interior Designer, to function as Prime Contractor's Interior Designer, to prepare and provide the Final, Best Valued FF&E Package and procurement data based on the Concept FF&E package.”

Will the Government provide a separate line item for pricing on the bid sheet or is this to be included as part of the base bid in CLIN

0001AA &

0001AB?

Include as part of the Base Bid.

25 Drawi ng S-

The equipment pad type for the Air Compressors & receiving Tank is not identified.

Please confirm the equipment pad type at this location.

Subject equipment pad shall be Type "A" per Detail A1/S-805.

26 Drawings Vol. 3, DX20 0 /

DX21

Is there any scope of work necessary at well 647? It is shown on sheet DX200, but it is not shown in the table on Sheet DX210. Please clarify.

No, there is no work contemplated at Well 647.

27 Specifications 01 45 00.00 1.10.1 Could you provide the Basis of Design document with the RFP so it can help answer questions from our subcontractors?

No Basis of Design will be provided.

28 Specifications, 01 33 29 1.6.1 Could you clarify who will be the commissioning agent (CxA) for the government?

Is this a separate consultant, a government employee, or a representative of the designer of record?

CxA will be a consultant hired by the Government.

29 Specifications, 01 57 13.00 22 3.1 First sentence refers to a sequence of construction in the plan drawings.

Please clarify if this sequence of construction is referring to the notes in drawing C-006/C-501 or is there a different sequence of construction document?

Subject specification is for Erosion and Sediment Control.

Referenced Sequence of Construction is related to Erosion and Sediment Control per Drawing C- 501.

30 Drawings Vol. 8, C-508 Is detection wire required to be pulled with the horizontal directional drilling for the sanitary sewer force main and Concentrate pipes?

No, tracer/detection wire is not required to be pulled with directionally drilled piping.

31 Drawings Vol. 8, C-506 Detail B1 specifies the width/grades of the bituminous asphalt to be shown on the plan sheets.

Sheets C-312 to C-332 do not have a width labeled, other than a hatch pattern. Please clarify the width /grades of pavement to be replaced? Are there other asbuilt drawings available to define the width/grades?

Refer to Concentrate Outfall Access Notes on C- 006, Note 1.B.

32 Drawings Vol. 3, EX602 The MDP panel in wastewater lift station 745 is supposed to be in the process of being replaced.

Can you clarify if there is space to add the 100amp service and panel?

Bid as designed.

33 Drawings Vol. 4, C-001 Infiltration Area Construction Note 5. Is the landscaping (Seeding and Topsoil) to be installed and established prior to the infiltration testing or is the testing to occur as soon as the basin is graded?

Post construction infiltration testing must be conducted after construction on finished basins including topsoil and seed per Note 5.

34 Drawings Vol. 5, CG10

On the west side of infiltration basin #2, there is an area of fill that needs to be placed to get the basin bottom to grade. What are the fill placement requirements if equipment is not allowed in the basin per C-001 infiltration basin notes?

Excavation and fill for infiltration basins must be performed from the banks of the basin per Infiltration Area Construction Note 2.

35 32 92 19 3.1.1.1 Please confirm that the 4” of topsoil is not required in the infiltration basin areas?

Topsoil is required per detils C-512/A4 and C-513/A4.

36 32 92 23 3.1.2 Please confirm that the 4” of topsoil is not required in the infiltration basin areas?

Topsoil is required per detils C-512/A4 and C-513/A4.

37 Drawings Vol. 4, CD10 9 /

CD11

Please clarify the depth of the existing asphalt to be removed in the median from key note 8?

Refer to C- 516/A5 Detail for existing pavement section

38 Drawings Vol. 4, CD10 9 /

CD11

Does any existing base material at the existing Holcomb cross overs need to be removed also as

Revised Keynote 8:

Remove bituminous pavement (6"+/- 1") and underlying part of keynote 8?

material as required to provide new work.

39 Drawings Vol. 4, CD11

On Keynote 12, is the contractor required to raise the valve box to match the new top of pavement and/or include concrete around the valve cover?

Please clarify the existing elevation of the existing valve cover.

Valve cover must be raised to finished grade. Refer to detail C-509/C2 for installation.

40 Drawings Vol. 4, CS103 Is it appropriate to have bollards on a roadway that has a posted speed limit of 55 mph?

Technically

AASHTO

would require a different kind of roadway barrier to protect drivers from this sign structure in an exposed median at this speed (life safety issue).

Base Bid - Provide 110 feet of NCDOT 862.03 Guardrail with steel posts tapered from 6' off roadway edge to 12' off roadway edge on the approach side in each direction of Holcomb Boulevard.

Option - Provide 110 feet of NCDOT 862.03 Guardrail with steel posts tapered from 6' off roadway edge to 12' off roadway edge on the approach side only on the outbound portion of Holcomb Boulevard.

41 Drawings Vol. 8, C-516 Is the contractor required to extend base material from pavement section below the 2’-6” curb and gutter detail?

Extend base material 6 inches beyond the back of curb, refer to C- 506/C1.

42 Drawings Vol. 4, and Vol. 9, L-102

CS105

The sidewalk layout is different on the southside of the Concentrate Clarifier building between sheets L-102 and CS105. Please clarify which is correct?

Concrete walks should be installed as indicated on

CS105.

43 Drawings Vol. 4, L-101

CS105

Note 16 on CS105 says to refer to ground cover requirements on landscape plans, but L-101 does not show any requirements for grass in this area. What is the intention for this drive area, is this just sod, seeded, or other? (area of concern is drive area northwest of the Finished Water Tank #1).

Provide Sod as indicated on Landscape Plans for Maintenance Access areas.

44 Drawings Vol. 4, & Vol. 9, L-501

CS108

Detail A3 on L- 501 shows sidewalk and a soldier course of pavers next to the curb line on the southside of the detail, CS108 shows a handicap ramp with a tactile warning tile.

Which one

Provide handicap ramp with tactile warning tile per

CS108.

should be constructed?

45 Drawings Vol. 9, L-501 Detail A3 has a requirement to recycle bricks from the existing WTP, when can this recovery be done if the demolition is not awarded or allowed to start on the existing plant site until the main plant is administratively approved?

Completion of the subject landscaping pavers may be completed following

BOD.

46 Drawings Vol. 4, CS108 Please clarify the detail to be used for the concrete pavement/sidew alk detail that is on the east side of the Bypass Filter Building?

Refer to details C-506/C2 (sidewalk) and C-506/D1 (curb)

47 Drawings Vol. 4, CS109 Please clarify the width and grade requirement for item 37, (bituminous Pavement trail), as the detail on C-506 does not specify?

Width is provided on

CS-109,

Finished grades are provided on

CG-109

48 Drawings Vol. 4, CS109 Key note 62, only requires the contractor to Mill of 2” of Surface asphalt.

Does this item include the replacement of the 2” surface course in this area?

Mill 2 inches and resurface to meet finished grades indicated.

49 Drawings Vol. 4, CT107 There are numerous sign standards that are shown as a block with a file path that are not showing the sign symbol. Could you revise this sheet to show the correct sign details required?

Revised sheet

CT107

provided in amendment.

50 Drawings Vol. 7 C-332 & C-

Is the contractor required to perform any clearing on the northside of the concentrate pipeline between station 111+50 and 113+50?

Trees are in this area near the concentrate force main. Bid as required to install pipeline.

51 Drawings Vol. 7 C-334, C-335, C-336

What are the requirements for the tree protection on the trees between station 117+48 and 124+00? Is the contractor to remove trees within a certain distance of the pipeline?

Provide tree protection.

52 Drawings Vol. 8, C-506 Does the existing trail pavement section that will need to be demolished match the detail B1?

Refer Concentrate Outfall Access Note, 1B, on sheet C-006

53 Drawings Vol. 1 B-206 Are there any known utilities within 100’ of the HDD Entry Point #5 at Station 135+41 to confirm if there are any conflicts with any barge spuds?

Known utilities are indicated in the Bid Documents.

Per Section 33 05 23.13, Para

3.2 Contractor

shall field located existing utilities in the Work Areas prior to the start of excavation or drilling activities.

54 Drawings Vol. 1 B-206 Can you clarify the meaning of the label on the Diffuser structure that says “O1-P (0.033 Acres)” ?

This indicates the maximum allowable permanent open water impacts to Wallace Creek, which is

0.033 acres.

55 Drawings Vol. 4 CS-

Do the existing water line valves near key note 64 need to have the valve boxes adjusted to match the proposed finished pavement grade or are they to be buried?

Valve cover must be raised to finished grade. Refer to detail C-509/C2 for installation.

56 Drawings Vol. 4 CD11 9 /

CS119

Please clarify the scope of work with the fire hydrant. Is it to be removed or is it to be relocated? The notes on these two sheets are in conflict.

Fire Hydrant is to be removed and salvaged for relocation.

57 Drawings Vol. 6 CT102 Are electronic changeable message boards required for the traffic control to construction prior to the Holcomb road construction per

NCDOT STD

1101.02, or are the standard lane closure signs per 1101.02 acceptable in both directions?

Refer to Traffic Control Plan, CT-101

58 Drawings Vol. 7 C-315 There is an existing concrete pavement between station 43+14 to 43+27.

Is the contractor supposed to install the concentrate pipe by open cut and support this concrete in place and not cut the concrete?

Remove concrete.

Continue Bituminous Pavement Trail through concrete area.

59 Drawings Vol. 5 CG10 9, CG11

1, CG11

2, C-

Can the Storm Drainage Piping from H25 to H29 be Class 3 RCP since it is not within the right of Way of Holcomb? It is not subject to the same potential loads.

Bid as designed.

60 Drawings Vol. 8 C-511 The detail A3 does not have the requirements in the table for the 30” pipe at storm drainage point H29.

Please provide the requirements?

30" pipe requirements are as indicated below: A = 1- 0", B = 4'-6", C = 1' - 7 3/4", D = 6' - 1 3/4", E = 5'-0".

Will add 30" requirements to to table.

61 Drawings Vol. 7 C-346 Catch Basin H31 has a reference to “Note 4” in the top storm drain profile. Please provide Note 4?

Note 4 is provided on C-603

62 Drawings Vol. 8 C-513 Detail C5 references diversion structure 30.

Should this be # 32 instead?

Yes, Diversion Structures are numbers 9 and 32.

63 Drawings Vol. 5 CG10 2, C-

The storm drain inlet labeled 8 is shown as a “CB (NCDOT)”, but there are no curbs in this area of the site such that the detail A1 on C- 516 does not make sense.

Should this be a Drop Inlet (DI) or S. MH?

Storm Structure 8 will be revised to a NCDOT Traffic Bearing Grated Drop Inlet, C- 509/A1

64 Drawings Vol. 8 CG10 5, C-

The storm drain inlet labeled 2 is shown as a “CB (NCDOT)”, but there are no curbs in this area of the site such that the detail A1 on C- 516 does not make sense.

Should this be a Drop Inlet (DI)?

Storm Structure 2 will be revised to a NCDOT Traffic Bearing Grated Drop Inlet, C- 509/A1

65 Drawings Vol. 7 C-344 Could you add the existing ground profile to the storm drain on the bottom profile?

Existing ground will be provided.

66 Drawings Vol. 4 &5 CS102

CG10

The same channel end riprap at the top right side of the sheet has key note 32 called out on CS102 and OSS on sheet CG102 for this location.

Which riprap detail is to be used?

Callout should be OSS. Detail C-503/C4

67 Drawings Vol. 5 CG10

What is the method by which the outlet stabilization structure (OSS) to be installed if equipment cannot be used inside the infiltration basin? Is this rock to be placed by hand?

Machine place OSS from banks of the basin

68 Drawings Vol. 9 DP106 Please confirm if there is an unlabeled 1.5” NA pipe that is running with the other chemical piping at the Northwest side of the Operations building on this sheet?

Yes, there is a continuation of the 1 1/2" NA line from DP104 and D-

69 Drawings Vol. 1 & 17 B-206 / B-

The plan view on B-206 makes it appear that each sign is mounted on one of the end 12” Header Pipe Supports. The detail A3 on B- 801 shows it mounted on a separate 10” pier. Which is the correct scope of work?

Per Drawing B- 206, the signs shall be mounted on the end 12" Header Piles; separate sign piles are not required.

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.

PENDING

RESPONSE

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.

PENDING

RESPONSE

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 in the Fire Pump Room.

PENDING

RESPONSE

73 Volume 11 – Page 26 P-114 A hose rack is graphically depicted on drawing P-114 however there is no keyed note or notes identifying the provision of a hose rack.

Please advise if a hose rack is required.

Provide Hose rack per Detail C3/P-802.

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.

PENDING

RESPONSE

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.

PENDING

RESPONSE

76 CampLejeuneVolume2_FinalS pecs_S+and+S, 22 00 00 & CampLejeuneVolume3_FinalS pecs_S+and+S, 40 05.13.01

There are two schedules associated with piping types.

One in Specification 22 00 00 Pages 49 thru 54 and one in Specification 40 05 13.01 Supplement 1.

There appears to be a contradiction between the schedules for piping types.

Please advise which schedule should be utilized.

As indicated in the Specification Section 22 00 00 title, this section covers Plumbing piping for drain, vent, waste and pressurized pipe. Per 1.2 of Specification 40 05 13, this specification is for Process pipe and the Pipe Schedule in Specification 40 05 13 Supplement 1 is for process piping specific to the Service/flow streams listed in said Supplement.

77 CampLejeuneVolume2_FinalS pecs_S+and+S, 21 13 13.00 20

1.5.1, 3.1 Specification 21 13 13.00 20 identifies the requirement to submit the details of a Fire Protection Engineer.

Considering the FPE, Bruce Peabody, has signed and stamped the design is it a requirement for the general/prime contractor to provide the services of an additional FPE as well?

Yes, Bid Per

RFP.

78 CampLejeuneVolume2_FinalS pecs_S+and+S, 21 30 00

1.7.1 Is there a

necessity for the contractor to provide a Fire Protection Specialist as the design is signed and stamped by an FPE, Bruce Peabody.

Yes, a Fire Protection Specialist is required in accordance with Paragraph

1.7.1 of Specification 21 30 00; bid Per RFP and in accordance with the specification.

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.

PENDING

RESPONSE

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.

PENDING

RESPONSE

81 796455_P1043_FinalDrawings _Vol_1 – Page 17 of 35

General Piping Note 3.

G-017 General Piping Note 3 notes the contractor shall design supports which shall be stamped by a registered Professional Engineer. Please advise which systems this is applicable too, i.e. Hydronic HVAC piping, plumbing piping, HVAC duct, etc.

Contractor is responsible for the design of all piping supports.

Registered Professional Engineer stamp is only required on piping 4-inches in diameter and greater.

SECTION 00 10 00 - SOLICITATION

The Issued By organization has changed from

NAVFACSYSCOM MID-ATLANTIC

ACQUISITION CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

to

NAVFACSYSCOM MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK VA 23511-3095

(End of Summary of Changes)