N4008525R2609 Amendment 0008.pdf

Offers 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 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 your 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

CHECK ONE 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

N40085

SOLICITATION NO. N40085-25-R-2609 DESIGN-BID-BUILD, P-347 PERIMETER SECURITY IMPROVEMENTS, PORTSMOUTH NAVAL SHIPYARD (PNSY), NCTS CUTLER, MAINE

All correspondence regarding this solicitation shall be emailed to Mary Ann Pool at mary.a.pool3.civ@us.navy.mil.

See Continuous Pages.

NAVFAC MID-ATLANTIC

CONTRACTING CORE

9324 VIRGINIA AVENUE

NORFOLK, VA 23511-3095

See Item 6

J

N40085-25-R-2609

1 15

05/23/2025

04/10/2025

N40085-25-R-2609

The purpose of this amendment is to provide the following:

1. Provide Attachment M - Statement of Special Inspection included via attachment.

2. Provide Attachment N - Schedule of Inspection included via attachment.

3. Responses to Pre-Proposal Inquiries (PPI’s)

Pre-Proposal Inquiry Responses:

Question # Reference

Question Government Response Page Section Paragraph

60 CU101

Utility Feature Note 10 on CU101 states that Plumbing work must be done within an existing building. Please provide additional information (# of valves, pipe sizing, estimated LF of new piping and fittings, etc.)

for this work.

Delete Note 10 on CU101. The new well will be independent from the existing well. No modification of the existing building is required.

CX101

XX101

Plan sheets CX101 and XX101 both contain a note which states

"Contractor, at his expense, is required to hire a third party archaeologist should an archaeological resource be uncovered during excavation or other construction activities.".

Please confirm if this price is to be carried in the Base Bid in

CLIN 0001A or elsewhere in the

Bid Form.

This note does not apply. If during construction, any archaeological and cultural resources are discovered, then immediately stop work in the area and notify the Contracting

Officer in accordance with the

Specifications 01 57 19 section

3.4.1.

73 A-302 A1 A-302

Detail A1 on A-302 indicates

Sheet Keynote #16 being installed beneath the exterior foundation wall. Please confirm this is correct.

Refer to drawing revisions on

NAVFAC Drawing No.

12880975 (A-302) included via

Amendment 0008.

A-002 &

A-302

A-002 &

A-302

Details A3 & A4 on A-002 indicate a Self-Adhering

Membrane (Air Vapor Barrier) on the interior face of the interior foundation wall. Details A1, A2, & A3 on A-302 do not indicate any Air Vapor Barrier on the interior face of the interior foundation wall. Please clarify.

Refer to drawing revisions on

NAVFAC Drawing No.

12880969 (A-002) included via

Amendment 0008.

C1/A-

Please provide the location of check-in counter C1/A-402

Detail C1/A-402 is no longer part of the project.

90 CS508 Detail 1 CS508

Detail B3 on A-501 references

Sheet Keynote 20, which states

"Turn Ice and Water Shield down fascia minimum 4".", while the detail itself appears to indicate that the Ice and Water Shield

(represented as a dashed line) is to wrap under the fascia and connect to the Spray Foam

Insulation at the Bent Plate, which is the exterior side of the soffit. Please clarify.

Ice and Water Shield

(represented as a dashed line) is to wrap under the fascia and connect to the Spray Foam

Insulation at the Bent Plate, which is the exterior side of the soffit. See Note 33. All self-adhered membrane should be under prefinished alum fascia and drip edge. See Note 15 on drawing sheet A-501.

LP103 to

LP108,

inclusive

Vegetatio n

Manage ment

LP103 to

LP108,

inclusive

Detail 1 on CS508 shows Epoxy-

Coated rebar at the Ditch-

Crossing Sections. Note 5 states, all materials my be galvanized.

Please confirm the reinforcing steel shall be epoxy coated per specification section 32 13 13.06.

This rebar must be welded at all junctions (spaced at 9" o.c.), and we must repair the coatings at all welded sections. Please confirm that Painted-On Epoxy Coating will be acceptable as the repair method for the welded junctions.

Confirmed the reinforcing steel shall be epoxy coated. Painted-on epoxy coating is acceptable provided it meets all applicable standards.

LP101 &

LP102

LP101 &

LP102

The Description for some

Vegetation Management sections specifically state that new Topsoil is required. It is assumed that no new Topsoil is required in an area that does not specifically state that new Topsoil is required.

Please confirm this assumption is correct.

Per note 7 on LP 100, stockpiled topsoil meeting the requirements may be used in all areas including what is called new topsoil if sufficient quantities.

Please provide a Vegetation

Management plan for LP101 &

LP102, similar to the ones provided for LP103 to LP108.

The vegetation management plan is only needed for the

Peninsula area, not the ECF area

94 22

281005 section

2.4.1.17

Is there a particular brand of switches that you are standardized on? This is missing from Spec and drawings all together

There is no particular brand of switches required, however the switches must meet specification requirements.

No spec

Is there a key Control such as

Morse onsite? What brand?

The new access control system must have mortise key controlled locks that interface with the new security system to deny access to doors for certain users.

96 No spec

What equipment do we need for the enrollment center?

The enrollment center is the badging station. Station needs to be able to enroll/disenroll personnel. The system needs to be able to work for CAC and

PIV cards, have a fingerprint reader, and keypad for social security number entry. Also there needs to be a printer to create the badges.

Can you provide a layout for the

Security Command Center with more details on what you would like? Is this existing and excluded?

See PPI Response 96. The system will be new.

98 TN101

Could you provide more information on the workstation quantity, design and layouts

(video wall).

There is no video wall in the solicitation documents.

15,

2.3.7.1.2 281005

For clarification, is the inspection office 101 considered the SOC?

Yes, Inspection Office 101 is considered the Security

Command Center (SCC).

12, 2.3.2, & 13, 2.3.6

281005

Could you define the utility inlet opening protection, and where these are located?

Utility Inlet Opening Protection is protecting unauthorized access or tampering to secuirty devices, equipment, and conduit by means of tamper switches, motion detection sensors, etc. Example: The RFI

Room has Motion Detection and security panels must have tamper switches.

16,

2.3.7.2.1 281005

In the IDS spec, you mention sensors that are able to see 300 ft zones across the perimeter. Did you mean to include some sort of

PIDS (perimeter defense) system?

The spec states 300ft zones along a line or perimeter.

Perimeter defense will be by radar. However, there also interior defense items.

page 16, section

2.3.7.3

281005

Is the Video Motion Sensor AI driven, or is there an expectation of something mechanical?

Refer to specification section

28 10 05, part 2.5.3 Video

Analytics.

103 TY 502

Wireless Duress Alarms are mentioned, but without a quantity and definition of area (they do not work outside). Is this needed, and if so, please define

Duress alarms are to be provided, however, the wireless duress alarms may not be needed since they pertain to portable alarms worn on clothes. Hardwired Duress

Alarms are to be provided as indicated on drawings.

Pages

36-37 281005

Per TY 502 drawings, are pedestals required by Div 28?

Pedestals are to be provided for the security items that are going to be mounted to them. They are to be placed in locations indicated on drawings.

105 Page 13

Do you want all interior cameras in extra housings, or are tamper proof lids enough?

Provide camera housings as called out in specs.

Page 45, Point M 281005

What does RJB stand for? ACS

And IDS wiring diagram.

Relay Junction Box that daisy chains the devices.

107 TY504

Can you further define what we need the 16 looping outputs for video connections, and how to accomplish this using modern equipment? Same with the RJ11 phone jacks? Is this a old spec?

Contractor to use modern equipment utilizing fiber and

RJ45.

108 TY504

Is TY504 indicative of a mill spec radar system by FLIR? This appears to be a thermal and CCD camera set up. Do they only want one radar unit per pole, therefore not having 360 coverage.

Each radar unit indicated has

360 degree coverage.

Contractor must coordinate with selected vendor for optimal placement for best line-of-sight.

CS001

TY504 shows a FLIR Ranger camera, After working with FLIR engineers it has come to Johnson

Controls attention the FLIR

Ranger is a military weapons platform. Johnson Controls can provide Ranger cameras but the design phase to work up a quote takes a minimum of three months and requires a security clearance.

What is the intent of the camera system? Is a Ranger camera required? Is there better specs for this platform? Please provide basis of design.

The radar/camera system must be military grade. The camera interacts with the radar. The radar detects in a 360 degree pattern and the camera activates and tracks potential threats picked up by the radar, which also has a 360 degree coverage by rotating around. The strategic placement of this items are to cover the peninsula, bone yard, and 0.25 miles beyond the perimeter

(coastline).

CM101,

CM400,

CM401,

& ES102

Spec section 13 34 20 1.9

Warranty includes references to a

10 year no-dollar-limit for the canopy system from the Canopy

Manufacturer, and a 20 year no-dollar-limit for the metal panel system from the Canopy

Manufacturer. This section also includes references to a 32 hour response and repair time for any issues with either of these items.

To date, all Canopy

Manufacturers contacted have

Replace section "1.9 Warranty" with the following:

"1.9 Warranty

1.9.1 Canopy System

Warranty

Furnish manufacturer's warranty for the metal canopy system. The warranty period is to be no less than 5 years from the date of acceptance of the work and be issued directly to the Government. The warranty must provide that if within the taken exception to these items in the specifications. Please provide a basis of design for the Warranty specifications, with the understanding that providing the basis of design canopy manufacturer does not represent an endorsement in any way by the

Government.

warranty period, the metal canopy system shows evidence of deterioration resulting from defective materials or workmanship, correcting of any defects is the responsibility of the metal canopy system manufacturer. Repairs that become necessary because of defective materials and workmanship while metal canopy system is under warranty are to be performed within an agreed upon timeframe between canopy manufacturer and the

Contracting Officer. Failure to perform repairs within the agreed upon timeframe will constitute grounds for having emergency repairs performed by others and will not void the warranty.

1.9.2 Finish Warranty

Furnish manufacturer's warranty for the metal panel system. The warranty period is to be no less than 5 years from the date of acceptance of the work and be issued directly to the Government.

The warranty is to provide that if within the warranty period the finish system shows evidence of checking, delaminating cracking, peeling, chalk in excess of a numerical rating of eight, as determined by ASTM D4214 test procedures; or change colors in excess of five CIE or Hunter units in accordance with ASTM

D2244 or excess weathering due to deterioration of the finish system resulting from defective materials and finish or correction of the defective workmanship is to be the responsibility of the metal canopy system manufacturer.

Liability under this warranty is exclusively limited to replacing the defective coated materials.

Repairs that become necessary because of defective materials and workmanship while finish system is under warranty are to be performed an agreed timeframe between the canopy manufacturer and the

Contracting Officer."

Regarding finishes/coatings of canopy components mentioned throughout 13 34 20 spec:

The canopy construction/members/compone nts, to include structural steel, panels, fascia, braces, etc. must be coated with an appropriate coating system that provides protection from rusting, staining, corrosion, deterioration, etc. due to exposure to weather and also due to the project location being in a coastal environment.

All hardware/fasteners subject to direct or indirect exposure to the coastal environment must be adequately coated with an appropriate coating that provides protection from rusting, staining, corrosion, deterioration, etc. Fasteners may also be 316 stainless steel and coated with an appropriate coating for exposure in a coastal environment.

CM101, CM400, & CM401

identify five locations for Sign

215, which includes lights on it.

ES102 does not appear to indicate any underground power running to all of these sign locations.

Please confirm how the sign lights are powered.

These signs are typically powered from the Active

Vehicle Barrier (AVB) control system. See conceptual details on TY506.

114 ES102 Note 5

Note 5 on ES102 indicates the generator is to have a stainless enclosure where as spec section

26 32 15 2.19.1 a zinc coated or phosphatized and shop primed.

The quote spec section for the enclosure DOES NOT pertain to the generator enclosure. This section refers to PANELS such as the annunicator that is

Please confirm the material and finish of the enclosure.

commonly mounted on the generator. Provide generator enclosure as stainless steel as indicated on drawings.

115 TS101

It is understood that some of the existing underground duct bank and/or raceways that wiring is to be pulled through is full of water.

If so, please confirm we are to extract the water from the tunnels/raceways as part of the base bid or option work. Please also confirm if their is any PFAS or other contaminants in the water and the disposal method to be used for the dewatering operations.

Submit a dewatering plan as part of the base bid in accordance with the specifications. If contaminants are suspected, then immediately stop work and notify the

Contracting Officer's

Representative

CD101

CU101

Site Demolition Note 20 on

CD101 states "Septic Tank abandoned.". Utility Feature Note

14 on CU101 states that the tank is to be pumped out and demolisted to 3 feet below existing grade, along with additional work. Please confirm that the Septic Tank is to be demolished per Utility Feature

Note 14, not per Site Demolition

Note 20.

Confirmed septic tank is to be demolished per Utility Plan notes.

GC001

GC001 Sequence of Construction

- Phase 2 note 2. states, "Gatehouse facility must be fully operational prior to demolishing

B130 during phase 2B." CD101

Site Demolition Keynote 4 shows

"Remove Building 130". CD101 is describing work to be performed during Phase 1. Please clarify when Building 130 can be demolished.

B130 can be demolished in

Phase 2 after the new gatehouse facility is fully operational.

The new gatehouse facility and associated utilities are all to be constructed in phase 1. Phase 2 is subdivided into 2A and 2B to facilitate the switch of the inspection area from B130 to the new gatehouse facility. The demolition of B130 begins in phase 2B when the operations are switched to the new gatehouse and cars/trucks are being inspected there.

Amendm ent 0007

Attachment L - Schedule of

Special Inspections was posted via Amendment 0007. Please confirm no Special Inspections are required since none of the

"Applicable if Box is Checked" boxes are checked.

Statement of Special

Inspections and Schedule of

Special Inspections has been revised with applicable information. Refer to

Attachment M - Statement of

Special Inspection and

Attachment N - Schedule of

Inspection included via

Amendment 0008.

CS101

Civil Site Notes 21 and 22 on

CS101 refer to details on CS511, CS512, CS514, & CS515. These four sheets only show details for the cabrle reinforcement of the fence. Please provide details for the passive vehicle cable barrier when it is not part of a fence.

The details shown on these sheets are intended to cover both passive vehicle cable reinforcement both with and without fence fabric.

Civil Site Notes 21 and 22 on

CS101 do not reference Fencing, as Civil Site Note 19 does.

Therefore, it is assumed that notes

21 and 22 are for passive vehicle cable barriers only. Please confirm if this assumption is correct or not. If this is not correct, please provide the appropriate fence height.

Confirmed, Notes 21 and 22 are for passive vehicle cable barrier only, without fence fabric

Given the number of outstanding

PPI responses, we respectfully request a two-week bid extension.

This additional time will allow general contractors, subcontractors, and suppliers to properly assess and finalize pricing once the responses are received.

Proposal due date will remain 4

June 2025.

Please provide clarification on

PPI response #86 in Amendment

0007. The response states that a

Registered Architect or

Professional Engineer must review technical submittals and refers to the 89-page Submittal

Register. Can you specify which of these submittals are classified as 'technical submittals' and require review by the RA/PE?

Technical submittals that must be reviewed by RA/PEs include submittals that are reviewed by the different disciplines, i.e. Civil, Architect, Fire Protection, Electrical, Mechanical, etc.

Amendment #7 was issued today. Page 1 indicates it is page 1 of 13 whereas the balance of the pages indicate a total of 14 pages. Please confirm if Amendment #7 is

13 or 14 pages in length.

Amendment 0007 is a total of

13 pages.

The plans and specifications specify the Niagara framework.

Niagara plans to release Niagara 5 this year, which will begin phasing out Niagara 4.x in Q1.

This impacts both hardware and software. Due to the project duration, hardware and software are expected to move from the prescribed JACE-8000 to the new

JACE-9000 along with Niagara 5, leaving Niagara 4.14. X is the maintenance build for existing systems. Does the owner/OR approve of the opportunity to include Jace-9000 hardware with the ability to transition to Niagara

5?

Proceed with JACE 9000, Niagara 5 platform ent #7 Q:

#53

Please confirm the M50 PVB system is to be P2 rated.

Confirmed, the M50 PVB system is P2 rated.

Civil Site

Note 23

Civil Site Note 23 indicates a 32' long single cantilevered sliding gate. However, we are unable to locate a gate of this length that meet the requirements of the gate that have this size opening. May a

30' slide gate be used in lieu of the 32' slide gate listed?

32' is the minimum clear width for the slide gate at this location. This gate is not crash rated.

34 71

13.19

Spec section 34 71 13.19 references Crash Test results. May the crash rating for the slide gate be engineered, in lieu of crash testing?

The proposed slide gate is not crash-rated.

34 71

13.19

Does the Passive Vehicle Cable

Barrier have an impact rating of

P1 or P2?

Passive Vehicle Cable Barrier have an impact rating of P2.

35 31 19 1.1

Spec section 35 31 19 1.1.1.1

Payment states that this item will be paid at the applicable contract unit price. Please confirm that

Riprap will be paid per the Lump

Sum pricing provided on the Price

Schedule.

Payment for Rip Rap is inclusive of the lump sum payment for CLIN 0001

32 31

13.53 &

CS507 2.1.1.1

Spec section 32 31 13.53 2.1.1.1 states that the steel wire shall have a minimum coating weight of 1.2 ounces of zinc per square foot of coated surface. Chain Link

Fencing Note #4 states that the

Confirmed, the steel wire weight should be 2.0.

Tension Wire shall have a weight of 2.0 ounces. Typically, the steel wire and tension wire are the same weight. Also, the location typically requires the steel wire to be have a weight of 2.0 ounces.

Please confirm the steel wire weight should be 2.0, not the 1.2 listed in the spec.

32 31

13.53 &

CS507 2.1.3.1

Spec section 32 31 13.53 2.1.3.1 states that the posts must conform to ASTM F1083, Group IA, with external coating Type A. Chain

Link Fencing Note #9 states that the posts must be ASTM F1043-

18 Group IC and galvanized.

These specifications appear to allow SS 40 piping for the steel posts, which are typically smaller and weaker than Schedule 40 steel posts. Please confirm is SS

40 piping is acceptable for this project.

Schedule 40 must be used.

CS516 Detail 3

Detail 3 on CS516 shows a channel on Bollards. Please indicate where this occurs.

Detail 3 on CS516 is not a requirement and will be removed.

CS516

Details 1, 3, & 4

Details 1, 3, & 4 on CS516 indicate tab plates may be welded to bollards and a channel being bolted to bollards. If this is done, is it acceptable to directly paint the required striping on the

Bollards in lieu of providing a

PVC cover?

PVC cover is required.

CS516

Details 1

& 2

Details 1 & 2 on CS516 indicate tab plates may be welded to bollards. Based on these details, is it acceptable to use bollards as anchor points for the cable reinforcement?

It is not acceptable to use bollards as anchor points.

CS512 Detail 3

Detail 3 on CS512 indicates a

1.25" turnbuckle, which is not available from a US manufacturer. Please confirm that this turnbuckle is acceptable as being sourced from a foreign manufacturer, or please confirm an alternate turnbuckle for this detail.

Contractor is required to comply with FAR 52.225-11.

4. Provide revisions on drawing and specifications.

The following information has been revised:

DRAWINGS:

On NAVFAC Drawing No. 12880830 (CD101):

CIVIL DEMOLITION PLAN – MODIFY Site Demolition Note 20 to indicate septic tank demolition rather than abandonment to match CU101.

On NAVFAC Drawing No. 12880835 (CS101):

SITE LAYOUT PLAN – REPLACE the Civil Site Improvement Legend 32 on the right hand side with

33 for the two bollards south of the sidewalk entering the VCC building.

On NAVFAC Drawing No. 12880838 (CS104):

SITE LAYOUT PLAN – REPLACE the Civil Site Improvement Legend 34 on the right hand side with

28.

On NAVFAC Drawing No. 12880868 (CS516):

BOLLARD DETAILS – DELETE the details 2 and 3 related to tab plate and channels for bollards.

On NAVFAC Drawing No. 12880892 (CM001):

SIGNS AND PAVEMENT MARKINGS LEGEND – DELETE Sign Type 206.

On NAVFAC Drawing No. 12880901 (CU101):

CIVIL UTILITY SITE PLAN – DELETE Utility Feature Note 10 and REPLACE Note 12 with “New

Terminal Manhole (Detail 4, Sheet CU502” and DELETE unknown pipe linework between the 1000 gallon Septic Tank and the Effluent Pump and Station (Pump Station).

On NAVFAC Drawing No. 12880927 (CX101):

WETLAND IMPACT PLAN – DELETE "Contractor, at his expense, is required to hire a third party natural resource biologist should a natural resource of interest be discovered during excavation or other construction activities." within Note 2.

On NAVFAC Drawing No. 12880935 (LP100):

LANDSCAPING KEY PLAN – DELETE "A minimum of 6” depth of topsoil is required for lawn areas” and REPLACE with “Unless otherwise noted, a minimum of 6” depth of topsoil is required for lawn areas

(seed mix #1); 12” depth for plant beds.” Within Note 7.

On NAVFAC Drawing No. 12880936 (LP101):

LANDSCAPING PLAN – ADD notes to clarify that seed mix #1 is provided for all areas disturbed during fiber optic work.

On NAVFAC Drawing No. 12880946 (XX101):

ENVIRONMENTAL FEATURES PLAN – DELETE "Contractor, at his expense, is required to hire a third party archaeologist should an archaeological resource be uncovered during excavation or other construction activities." Within Note 2.

On NAVFAC Drawing No. 12880954 (S-001):

STRUCTURAL STEEL: – DELETE Note 12 “Do not apply paint or primer on structural steel surfaces receiving sprayed fire-resistive materials. See the architectural drawings for extents of sprayed fire resistive materials”

On NAVFAC Drawing No. 12880969 (A-002):

REPLACE the following drawing in the DRAWING INDEX under the corresponding discipline and drawing number. This drawing accompanies this Amendment:

INSPECTION STATION – AIR BARRIER – REPLACE SHEET

On NAVFAC Drawing No. 12880970 (A-101):

INSPECTION STATION – OVERALL FLOOR PLAN – ADD information related to surface under window, wall type 6A.

On NAVFAC Drawing No. 12880975 (A-302):

INSPECTION STATION – WALL SECTIONS – MODIFY keynote 26 to adjust the level of bullet resistant glazing to 3 and ADD information to clarify limits/extent of dampproofing (keynote 18) and

REVISE keynote 16 to read “THICK (MIN) XPS INSULATION, TYPE V PER ASTM C578, ALLOWABLE BEARING CAPACITY = 4,800 PSF. SEE STRUCTURAL DETAILS.”

On NAVFAC Drawing No. 12880976 (A-401):

INSPECTION STATION – ENLARGED PLANS, ELEVATIONS, AND DETAILS – ADD information related to soap dispenser.

On NAVFAC Drawing No. 12880977 (A-402):

CASEWORK SECTIONS – REPLACE Keynote 23 reference to Solid Surface Front Panel, SS1 with SS2 and DELETE Detail C1 Detail – Check-In Counter.

On NAVFAC Drawing No. 12880978 (A-501):

INSPECTION STATION – EXTERIOR DETAILS – MODIFY detail B3 to include sheet keynotes 54 and 55.

On NAVFAC Drawing No. 12881031 (TS101):

OVERALL SITE PLAN – TELECOMMUNICATIONS OUTSIDE PLANT (OSP) AND SECURITY –

DELETE “Any damaged grounding cables must be repaired at the expense of the contractor”

SPECIFICATIONS:

01 30 01.00 22 DESIGN, PROCUREMENT AND INSTALLATION OF FURNITURE, FIXTURE

AND EQUIPMENT

1.3 GENERAL REQUIREMENTS

REPLACE “$66,805.25” with “$44,265.10”

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

3.2.5 MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) MANAGEMENT

DELETE this section in its entirety.

13 34 20 PRE-ENGINEERED METAL CANOPY

1.9 WARRANTY

REPLACE this section in its entirety with :

"1.9.1 Canopy System Warranty

Furnish manufacturer's warranty for the metal canopy system. The warranty period is to be no less than 5 years from the date of acceptance of the work and be issued directly to the Government. The warranty must provide that if within the warranty period, the metal canopy system shows evidence of deterioration resulting from defective materials or workmanship, correcting of any defects is the responsibility of the metal canopy system manufacturer. Repairs that become necessary because of defective materials and workmanship while metal canopy system is under warranty are to be performed within an agreed upon timeframe between canopy manufacturer and the Contracting Officer. Failure to perform repairs within the agreed upon timeframe will constitute grounds for having emergency repairs performed by others and will not void the warranty.

1.9.2 Finish Warranty

Furnish manufacturer's warranty for the metal panel system. The warranty period is to be no less than 5 years from the date of acceptance of the work and be issued directly to the Government.

The warranty is to provide that if within the warranty period the finish system shows evidence of checking, delaminating cracking, peeling, chalk in excess of a numerical rating of eight, as determined by

ASTM D4214 test procedures; or change colors in excess of five CIE or Hunter units in accordance with

ASTM D2244 or excess weathering due to deterioration of the finish system resulting from defective materials and finish or correction of the defective workmanship is to be the responsibility of the metal canopy system manufacturer.

Liability under this warranty is exclusively limited to replacing the defective coated materials.

Repairs that become necessary because of defective materials and workmanship while finish system is under warranty are to be performed an agreed timeframe between the canopy manufacturer and the

Contracting Officer."

UPDATE references to finishes/coatings of canopy mentioned throughout specification according to below:

The canopy construction/members/components, to include structural steel, panels, fascia, braces, etc.

must be coated with an appropriate coating system that provides protection from rusting, staining, corrosion, deterioration, etc. due to exposure to weather and also due to the project location being in a coastal environment.

All hardware/fasteners subject to direct or indirect exposure to the coastal environment must be adequately coated with an appropriate coating that provides protection from rusting, staining, corrosion, deterioration, etc. Fasteners may also be 316 stainless steel and coated with an appropriate coating for exposure in a coastal environment.

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

2.2.1.1 FLEXURAL STRENGTH

DELETE this section in its entirety and REPLACE the title with “Compressive Strength” and “Provide concrete with a minimum compressive strength of 3000 psi at 28 days of age.

32 31 13.53 HIGH SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES

2.1.3.1 METAL POSTS FOR CHAIN LINK FENCE

MODIFY this section to clarify that schedule 40 steel posts must be used.