P347 AMENDMENT 0008.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

Amendment to provide responses to PPIs 70-98, as w ell as previous PPIs 45, 46, 48, 57 and 58. Amendment also provides details to specifications and draw ings addressed in previous PPI.

Proposal Due Date via Electronic Submission: 15 June 2023 @ 2:00pm EDT.

Please see follow ing enclosures posted under N4008523R2539 on SAM.gov

(1) 1614700Amend0008dw g

(2) 1614700Amend0008spc

See Continuation Page(s)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 13

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

16C. DATE SIGNED

BY

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 N4008523R2539

X 9B. DATED (SEE ITEM 11)

05-Apr-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

U0008

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

06-Jun-2023

CODE

NAVFACSYSCOM MID-ATLANTIC

ACQUISITION 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:

N4008523R2539

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:

CONTINUATION PAGE

CONTINUATION SHEET

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

NAVFAC Drawing Numbers 12880786, 12880792, 12880813, 12880842, 12880844, 12880848, 12880850, 12880851, 12880871, 12880872, 12880873, 12880880, 12880881, 12880890, 12880926, 12880935, 12880984, 12880985, 12880986, 12880987, 12880988, 12880989, 12880990, 12880991, 12880992, 12880993, 12880998, 12881017, 12881046, 12881120, 12881121, 12881122, 12881123, 12881124, 12881130, 12881131, 12881132, 12881133 are revised as of May 30, 2023. These revised drawings accompany this amendment.

On NAVFAC Dwg. No. 12880786 (G-004)

Replace “LAND USE CONTROL BOUNDARIES” with “SITE BOUNDARIES” for General Note 24.

On NAVFAC Dwg. No. 12880792 (GC001)

Maintenance of Traffic (MOT) Sequence of Construction:

a. Phase 1 Note 3: DELETE detail note below in its entirety:

“CONSTRUCTION OF THE BUILDING 129 EXTENSION MUST NOT INTERFERE WITH THE

OPERATIONS OF THE EXISTING FACILITY NOR PARKING. PROVIDE PROTECTION FOR

PERSONS ENTERING THE EXISTING BUILDING 129 PRIOR TO CONSTRUCTION

COMMENCING.”

REPLACE deleted detail note with:

“NEW ECF MUST BE CONSTRUCTED PRIOR TO BEGINNING RENOVATION TO BUILDING 129.

ONCE THE CONTENTS OF ROOM 108 ARE RELOCATED BY OTHERS AND THE ECF IS

OCCUPIED FOR ITS INTENDED PURPOSE, THEN THE CONTRACTOR CAN BEGIN

CONSTRUCTION ON BUILDING 129. ACCESS TO ROOM 109 OF BUILDING 129 MUST BE

MAINTAINED DURING CONSTRUCTION. ANY CHANGES TO THE SEQUENCE MAY BE

UTILIZED WITH APPROVAL FROM CONTRACTING OFFICER. CONSTRUCTION OF THE

BUILDING 129 EXTENSION MUST NOT INTERFERE WITH THE OPERATIONS OF THE

EXISTING FACILITY NOR PARKING. PROVIDE PROTECTION FOR PERSONS ENTERING THE

EXISTING BUILDING 129 PRIOR TO CONSTRUCTION COMMENCING.”

On NAVFAC Dwg. No. 12880813 (V-001)

Legend

a. DELETE “ENVIRONMENTAL SITE BOUNDARIES”

REPLACE with “INSTALLATION RESTORATION SITE BOUNDARIES”

On NAVFAC Dwg. No. 12880842 (CD001)

Civil Site Improvement Legend

a. ADD 125 – REMOVE EXISTING AVB SYSTEM

On NAVFAC Dwg. No. 12880844 (CD101)

ADD demolition note 125: “REMOVE EXISTING AVB SYSTEM”

On NAVFAC Dwg. No. 12880848 (CS001)

Civil Site Note 5:

a. DELETE detail note below in its entirety:

“WHERE BEDROCK IS ENCOUNTERED ABOVE THE BOTTOM OF FENCE/GATE POST

FOUNDATION, THE BEDROCK MUST BE REMOVED TO THE BOTTOM OF THE

FOUNDATION.”

REPLACE deleted detail note with:

“WHERE BEDROCK IS ENCOUNTERED ABOVE THE BOTTOM OF FENCE/GATE POST

FOUNDATION, POST MUST BE SET A MINIMUM OF 18" INTO BEDROCK OR TO BOTTOM OF

FOUNDATION.”

Civil Site Symbols Legend:

“ELECTRIC DROP ARM CRASH BEAM, M50 RATED”

REPLACE deleted detail note with:

“ELECTRIC DROP ARM CRASH BEAM, M30/M50 RATED”

On NAVFAC Dwg. No. 12880850 (CS101)

a. Note 31: DELETE detail note below in its entirety:

“24’ RATED DOUBLE SWING GATE (SEE DETAILS 1-2 CS513)”

“24’ DOUBLE SWING GATE, M50 RATED (SEE DETAILS 1-2 CS513)”

b. Note 31A: DELETE detail note below in its entirety:

“14’ RATED DOUBLE SWING GATE (SEE DETAILS 1-2 CS513)”

“14’ DOUBLE SWING GATE, M30 RATED (SEE DETAILS 1-2 CS513)

c. Note 41: DELETE detail note below in its entirety:

“24’ ELECTRIC DROP ARM CRASH BEAM K12/L3 RATED (SEE DETAILS 1-7 CS517)”

“24’ MANUAL DROP ARM CRASH BEAM K12/L3 RATED (SEE DETAILS 1-7 CS517)”

d. Note 45: DELETE detail note below in its entirety:

“M30 RATED BOLLARD (SEE DETAIL 5 CS516)”

“M30 RATED BOLLARD (SEE DETAIL 7 CS516)”

On NAVFAC Dwg. No. 12880851 (CS102)

a. Note 45: DELETE detail note below in its entirety:

On NAVFAC Dwg. No. 12880871 (CS400)

a. Note 31: DELETE detail note below in its entirety:

“24’ RATED DOUBLE SWING GATE (SEE DETAILS 1-2 CS513)”

“24’ DOUBLE SWING GATE, M50 RATED (SEE DETAILS 1-2 CS513)”

b. Note 41: DELETE detail note below in its entirety:

“24’ ELECTRIC DROP ARM CRASH BEAM K12/L3 RATED (SEE DETAILS 1-7 CS517)”

“24’ MANUAL DROP ARM CRASH BEAM K12/L3 RATED (SEE DETAILS 1-7 CS517)”

c. Note 45: DELETE detail note below in its entirety:

On NAVFAC Dwg. No. 12880872 (CS401)

On NAVFAC Dwg. No. 12880873 (CS402)

“M30 RATED BOLLARD (SEE DETAIL 5 CS516)”

On NAVFAC Dwg. No. 12880880 (CS506)

DELETE detail note in its entirety: “NOTE (2): SEE SITE SECURITY SHEETS FOR INFORMATION ON THE

FIBER OPTIC FENCE DETECTION SYSTEM.

On NAVFAC Dwg. No. 12880881 (CS509)

DELETE this sheet in its entirety.

REPLACE this sheet with sheet CS507.

On NAVFAC Dwg. No. 12880890 (CS516)

ADD detail M30 Rated Bollard.

On NAVFAC Dwg. No. 12880926 (CM401)

REPLACE Sign “216” WITH “217”.

On NAVFAC Dwg. No. 12880935 (CE001)

Note G: DELETE Kentucky Bluegrass REPLACE with “RIVERBANK WILD RYE”

On NAVFAC Dwg. No. 12880984 (XX101)

REPLACE “LAND USE CONTROL BOUNDARIES” with “INSTALLATION RESTORATION SITE BOUNDARIES” for Note 1.

On NAVFAC Dwg. No. 12880985 (XX102)

On NAVFAC Dwg. No. 12880986 (XX103)

On NAVFAC Dwg. No. 12880987 (XX104)

REPLACE “LAND USE CONTROL” with “INSTALLATION RESTORATION SITE” for Note 3.

On NAVFAC Dwg. No. 12880988 (XX105)

REPLACE “LAND USE CONTROL” with “INSTALLATION RESTORATION SITE” for Note 4.

On NAVFAC Dwg. No. 12880989 (XX106)

On NAVFAC Dwg. No. 12880990 (XX107)

REPLACE “LAND USE CONTROL” with “INSTALLATION RESTORATION SITE” for Note 4.

On NAVFAC Dwg. No. 12880991 (XX108)

On NAVFAC Dwg. No. 12880992 (XX109)

On NAVFAC Dwg. No. 12880993 (XX110)

On NAVFAC Dwg. No. 12880998 (S-102)

REPLACE “0’-9”” with “1’-0”” for Note 5.

On NAVFAC Dwg. No. 12881017 (AD101)

General Sheet Notes

a. Note G: DELETE detail note below in its entirety:

“CONTRACTOR TO COORDINATE DEMOLITION AND NEW WORK FOR PHASED

CONSTRUCTION”

“CONTRACTOR TO COORDINATE DEMOLITION AND NEW WORK. BUILDING WILL BE

UNOCCUPIED FOR CONSTRUCTION.”

On NAVFAC Dwg. No. 12881046 (A-701)

Room Finish Schedule – Visitor Center

a. DELETE Line #114 in its entirety

114 SHOWER PT3,SR1 PTB1 PNT6, SS3, SS4 PNT6 1,8

REPLACE with 114 SHOWER PT3,SR1 PTB1 PNT6, SS4 PNT6 1,8

On NAVFAC Dwg. No. 12881120 (TS101)

General Notes

a. Note B: DELETE detail note below in its entirety:

“ALL EMPTY CONDUITS MUST BE PROVIDED WITH FIBER MESH INNERDUCT.”

“ALL NEW EMPTY CONDUITS MUST BE PROVIDED WITH FIBER MESH INNERDUCT.”

On NAVFAC Dwg. No. 12881121 (TS102)

a. Note B: DELETE detail note below in its entirety:

“ALL EMPTY CONDUITS MUST BE PROVIDED WITH FIBER MESH INNERDUCT.”

Sheet Keynotes

a. Note 3: DELETE detail note below in its entirety:

“PROVIDE (3) 4" CONDUITS WITH ONE CONDUIT WITH 24-STRAND BUNDLE FROM VISITORS

CENTER AND ONE CONDUIT WITH CABLING FROM OVERWATCH AREA.

ROUTE INTO COMM ROOM WITHIN GATEHOUSE. PROVIDE

(1) 2" CONDUIT EMPTY CONDUIT WITH PULLSTRING FROM

HANDHOLE INTO BUILDING FOR CAT

REPLACE deleted detail note with:

“PROVIDE (3) 4" CONDUITS WITH ONE CONDUIT WITH

12-STRAND BUNDLE FROM VISITORS CENTER AND ONE

CONDUIT WITH CABLING FROM OVERWATCH AREA.

ROUTE INTO COMM ROOM WITHIN GATEHOUSE. PROVIDE

(1)2" CONDUIT EMPTY CONDUIT WITH PULLSTRING FROM

HANDHOLE INTO BUILDING FOR CATV.”

On NAVFAC Dwg. No. 12881122 (TS103)

a. Note B: DELETE detail note below in its entirety:

“ALL EMPTY CONDUITS MUST BE PROVIDED WITH FIBER MESH INNERDUCT.”

On NAVFAC Dwg. No. 12881123 (TS104)

“ALL EMPTY CONDUITS MUST BE PROVIDED WITH FIBER MESH INNERDUCT.”

On NAVFAC Dwg. No. 12881124 (TS105)

“ALL EMPTY CONDUITS MUST BE PROVIDED WITH FIBER MESH INNERDUCT.”

On NAVFAC Dwg. No. 12881130 (TY001)

Legend and Abbreviations

“FENCE DETECTION SYSTEMS MOUNTED IN SERVER RACK”

“UNINTERRUPTED POWER SUPPLY”

On NAVFAC Dwg. No. 12881131 (TY101)

General Sheet Notes

a. ADD note C below in its entirety:

“ESS SYSTEM AT THIS BUILDING MUST BE MONITORED AND

CONTROLLED BY THE ECF INSPECTION STATION. OFFICE 107

MUST ALSO HAVE THE CAPABILITY TO VIEW CCTV FEEDS

FOR THIS BUILDING.

On NAVFAC Dwg. No. 12881132 (TY102)

Add ACS Panel in the Floorplan.

On NAVFAC Dwg. No. 12881133 (TY501)

Inspection Station Access & Intrusion Wiring Diagram

a. DELETE room 117 in its entirety.

REPLACE deleted room with room 110.

SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

3.4.2 Historical Resources

Add this paragraph after the first paragraph:

“As plans are refined for the camera system, It may be necessary for the project to continue consultation with the Maine State Historic Preservation Officer (SHPO) prior to mounting cameras and their related conduit on the interior and exteriors of Buildings 100, 101, 102 and 103. Consultation will be coordinated through PWE Maine Environmental Cultural Resources Manager (CRM) Peter Michaud peter.j.michaud2.civ@us.navy.mil. Once a complete design package is submitted to the PWD ME CRM, completion of the consultation takes at least 45 days. If required, consultation must be completed prior to construction activities.”

SECTION 08 14 00 WOOD DOORS

Add this specification section in its entirety.

SECTION 09 26 00 VENEER PLASTER

Add this specification section in its entirety.

SECTION 13 35 11 PREFABRICATED STEEL GUARD BOOTH

2.3.7 Roof Type

Delete “a. Polystyrene roof, 3-PLY 3 inches thick composite sandwich, b. flat deck roof with 3 inch high overlapping deck pans, c. EPDM, d. Standing Seam Hip, e. Asphalt Shingle Hip, f. Optional Decorative Corner Arches, g. R-40 (Min)”

Replace with “a. Standing Seam Hip, b. R-40 (Min)”

2.4.2 Swinging Doors

Delete “a. Commercial Grade Steel Swing Door 36 inches by 84 inches with 12 inch by 12 inch (305 mm by 305 mm) lite with steel single bore lever handle lockset with keyed entry and interior push button as indicated on drawing. b. Commercial Grade Steel Swing Door 36 inches by 84 inches. No Glass. c. As indicated on the drawings.”

Replace with “a. Commercial Grade Steel Swing Door 36 inches by 84 inches with 12 inch by 12 inch (305 mm by 305 mm) lite with steel single bore lever handle lockset with keyed entry. Use Hardware Group 7.0 as specified in 08 71 00. Coordinate door prep with manufacturer and door hardware in Group 7.0.”

SECTION 32 31 13 53 HIGH-SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES

2.1.1.1 General

Replace “9” gauge with “6” gauge.6t

PRE-PROPOSAL INQUIRY (70-98)

PRE‐PROPOSAL INQUIRY ATTACHMENT 2023 05 03

Solicitation Number: N40085‐23‐R‐2539

Contractor Name:

Contractor POC:

Instructions: DO NOT submit in PDF format. DO submit as a word document

Contractor

PPI#

Section of

RFP

or Page Number

Paragraph Reference

Drawing Number

Question RESPONSE

70 Section 28 10 05

2.1 Paragraph states "Provide a

complete and integrated electronic security system (ESS) that the meet requirements of the RFP and design drawings." Can a CONOPS be provided that defines the level of integration of the ESS and its subsystems?

Contractor must also refer to the design drawings for the concept of the ESS requirements and it’s integration.

The ESS consists of CCTV, ACS, and IDS systems which are also identified on the design drawings. Additionally, the ESS must comply with Cybersecurity requirements.

71 Section 28 10 05

2.8 Is backup power provided by

diesel engine generator set available for all system elements of the ESS?

A backup generator is being provided on site to support the ECF. However, battery backup (local UPS) must also be provided as specified in the specifications.

72 Section 28 10 05

2.5.4 f&h Please clarify requirement for the size of the monitors.

Monitors must be a minimum of 24” diagonal at workstations. The additional CCTV monitors in the Inspection Station as called out on drawings are to be a minimum of 42”.

73 Section 28 10 05

2.8.2 Do CCTV cameras require backup

batteries to capable of 8 hours of continuous operation?

Battery backup must be provided as called out in specifications.

74 Section 28 10 05

3.1.4 Please clarify requirement for

integration with existing systems.

The ESS systems must be compatible and have the capability to report back to the base central monitoring systems. Coordinate with the Gov’t for connectivity to the existing systems.

75 Section 28 10 05

2.7.4.1 Please confirm all 24 ethernet ports

shall be SFP compatible.

Yes, the network switch must be compatible for SFP modules.

76 Plan Set 1614700dw g22of22TE

LECOM_S

ECURITY_

AUDIO

Drawing

TS103,

TS104,

TS105

Are there existing equipment racks with available rack space for new security equipment?

There is existing rack space in B100 and B103. At the Helix House locations, equipment is to be wall mounted. All locations must be coordinated with the B100 site representative.

77 Plan Set 1614700dw g22of22TE

LECOM_S

Please provide the Basis of Design for the 270 degree Thermal Cameras

The cameras must have the capability for 270 degree coverage with thermal capability for detecting threats in foggy conditions.

78 Plan Set 1614700dw g22of22TE

LECOM_S

Please provide the Basis of Design for the pedestal mounted facial recognition cameras

The pedestal mounted facial recognition cameras must provide coverage for visual confirmation of a person’s face.

79 Specificatio n Section 32 31 13.53

3.2.3.1 - a

CS-507 Spec. section 32 31 13.53 Paragraph 3.2.3.1-a states that if solid rock is encountered when installing fence posts "set posts to a minimum depth of 18" in rock".

Note 9.3 on drawing CS-507 states, "The bedrock must be removed to the bottom of the foundation". Is the intent to set posts to a minimum depth of 18 inches into rock or to set posts to the bottom of the designed foundation which may be 42 inches?

Note on plan CS-507 will change to “the post must be set 18” into the bedrock or to the bottom of fence post foundation.

80 Plan Set 1614700dw g05of22CIV

IL_SITE

Civil Site Improvement Legend Note 24-27

CS-101

and CS-

The fence crash rating requirements on Sheet CS-101/102 notes 24-27 call for crash ratings of M30/M50. However; the details shown for the cable fence systems on the referenced detail pages

(CS506, CS507, CS510, CS511,

CS513 and CS514) are all for Milcon systems which are NOT M30/M50 rated. Please clarify which system is required for this project.

The system required for this project is either M30/M50 per CS-101/102.

81 Plan Set 1614700dw

Civil Site Improvement

CS-101

Plan Sheet CS-101, Site Improvement Legend number 41 calls for one 24' Electric Drop Arm Crash Beam K12/L3 Rated.

Suppliers are confirming that the 24' clear drop arms are not electric operated but come with a hydraulic configuration. Please confirm the length of the Electric Drop Arm Crash Beam K12/L3 rated referenced on Note 41 sheet CS- 101.

Addendum will revise drawing to indicate a manual controlled crash beam.

82 G-004 The notes on G-004 indicated there is a difference for how to handle excavated material from

See response to PPI 38

“Installation Restoration Sites” and “Non-Installation Restoration Sites.” Please provide a definition of “Installation Restoration Sites.”

83 Plan Set 1614700dw

N/A CS511,

CS512,

CS514

The basis of design for the M30 and M50 Passive Cable Barrier is not a certified M30 or M50 Cable Barrier. Please confirm that all M30 and M50 Passive and Active Barriers must be listed on the current DoD Anti Ram Vehicle Barrier List, as shown on Drawing

CS511/CS512/CS514

It is confirmed that all M30 and M50 passive and active barriers must be listed on the current DoD Anti Ram Vehicle Barrier List as indicated on CS511, CS 512, and CS514

84 Plan Set 1614700dw

Sheet CS101

- Civil Site Improvement

The drawings call for M30 Rated Bollard but only M50 details are shown on CS516. Please provide details of the M30 Bollard to use.

Detail to be added as part of addendum.

85 Plan Set 1614700dw

Sheet CS101

- Civil Site Improvement Legend Notes 30, 31 & 31a

CS101,

CS510,

CS513

The drawings call for “Rated Sliding and Swing Gates” shown on CS510 and CS513. This drawing is showing a milcon cable design and is not a crash rated system. There are M30 and M50 gates to choose from on the current DoD Anti Ram Vehicle Barrier List. Please confirm crash rating to be used and if they should be selected from the current DoD Anti Ram Barrier list.

No rated sliding gates are designated.

Addendum will be issued to revise swing gate rating designation on drawing CS101.

86 CS600 CS600 Do you require a M30 Crash - Tested Barrier that is listed on the DOD list?? The drawing CS600 ECF Fence Schedule includes a requirement for Passive Vehicle Cable Barrier, M30-Rated. The drawings depict a Milcon cable barrier design of cables and dead man anchors that is not M30 - Rated.

Crash barrier on DoD list is required.

87 CS600 CS600 Do you require a M50 Crash- Tested Barrier that is listed on the DOD list?? The drawing CS600 ECF Fence Schedule includes a requirement for Passive Vehicle Cable Barrier, M50-Rated.

The drawings depict a Milcon cable barrier design of cables and dead man anchors that is not M30- Rated.

Crash barrier on DoD list is required.

88 CS101,

CS502

Detail 1

Is it acceptable to install the Modified Midwest Guard Rail in a curved manner when it was tested in a straight lay out? Crash-rated

Similar to normal guard rail system, it is acceptable in curved condition.

barriers are supposed to be installed in the same manner as they were tested. The Midwest guard rail and is not tested in a curved design.

89 CS502

Detail 1

The Modified Midwest Guardrail System requires AASHTO M147- 65 Grading B Strong soil. Has the soil for the guard rail locations been determined to meet this requirement?

Guardrail is generally located in fill and must meet soil requirement.

90 Division 34.71.13.

Will be USACE Protective Design Center Omaha be approving the Access Control Point Control System meets UFC requirements?

No, it is not a requirement for the access control point system to be approved by the USACE Protective Design Center Omaha.

91 2.3.7.a Division 34.71.13.

What is the EFO time requirement for the beam barriers?

Spec indicates 2 seconds or less.

92 TY506 Will an overhead traffic signal be required at the barriers? The detail of the Drop Arm Type Barrier Detail says a signal on a vertical post may suffice at some sites.

Refer to CM400 and CM401.

93 T506 Is Overspeed detection required? If so how is it to be detected? Barrier panel shows Overspeed and Wrong- Way detection on the Main Control Panel Inspection Station.

Yes, refer to specifications

94 T506 Is Wrong-Way detection required?

If so, how is it to be detected?

Barrier Panel shows wrong-way detection on the Main Control Panel Inspection Station.

Yes, refer to specifications

95 1.1.2 Are we missing Do Not Enter Blankout signs adjacent to the final denial barriers? Do Not Enter Blankout signs are to be located at the midpoint of the AVB on both sides of the lane.

Addendum will be issued to add blankout signs.

96 CS101,

TY506

How are the barriers in the main inspection area controlled? There arent’ controls for them in the security drawings page TY506

Contractor to work with security vendor for controls

97 CS101,

TY506

How is the barrier on Construction Ridge Road controlled? There aren’t controls for it in the security drawings page TY506

Addendum will revise drawing to indicate a manual controlled crash beam.

98 Paragraph 3.10.5.5

34.71.13.

Is the opposite season testing required per the ACPCS Page 57

Yes

(End of Summary of Changes)

45 00 10 00 Solicitation

CLIN 0003

Additive Option 2 references a Pre-Engineered Passenger Vehicle Canopy to replace the POV Canopy in the base bid. No Pre- Engineered Passenger Vehicle Canopy has been found in the contract documents. Please clarify.

The type of POV Canopy is similar to the attached document but at the same dimensions as what is shown in the contract documents. Refer to UFC for the critical vertical dimension clearance.

46 00 10 00 Solicitation

CLIN 0004

Additive Option 3 references Engineered Guard Booth with an attached canopy. It is understood that the Prefabricated Guard Booth is being provided in CLIN 0001.

No Engineered Guard Booth with an attached canopy has been found in the contract documents. Please clarify

Guard booth manufacturer should be able to provide this information.

48 00 10 00 Solicitation

CLIN 0006 N/A Additive Option 5 references a Pre-Engineered Truck Canopy to replace the Truck Canopy in the base bid. No Pre-Engineered Truck Canopy has been found in the contract documents. Please clarify.

The type of CVIS canopy is similar to the attached document but at the same dimensions as what is shown in the contract documents. Refer to UFC for the critical vertical dimension clearance.

57 Plan Set 1614700dw g21of22EL

ECTRICAL

N/A EP701

Note 2

Please provide more information on the requirements for the AMI required to be coordinated with the existing base-wide energy monitoring system.

The AMI meter must be based on NEXUS 1272 and to be coordinated with the Government.

58 Section 28 10 05

2.1 Existing

Site Security systems

Paragraph states "ESS must be compatible with the Installation's central monitoring system". What, if any are existing, are the manufacturers and systems for IDS, ACS, and CCTV?

The existing CCTV system is SPECO Technologies D8HT2TB. These cameras exist in B100 and B103. The IDS in B100 is an ACAS system that is currently inoperable and cannot be networked. There is currently no IDS in B103.