20170830_-_W911S2-17-B-0001-0002.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

The purpose of amendment 02 to Solicitation W911S2-17-B-0001 is to:

1. Respond to interested vendor's request for information regarding the specifications and draw ings of this Solicitation.

2. Revise the Statement of Work and provide draw ing "VCC-Revised dw gs" as a result of the inquiries provided.

3. Extend the Bid suspense date from September 5, 2017 to September 12, 2017 at 12:30 pm EST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

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

16C. DATE SIGNED

BY 30-Aug-2017

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 W911S2-17-B-0001

X 9B. DATED (SEE ITEM 11)

21-Jul-2017

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 1 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

30-Aug-2017

CODE

MICC-FT DRUM

925TH CBN & MICC FORT DRUM

FORT DRUM NY 13602-5434

W911S2 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911S2-17-B-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 05-Sep-2017 12:00 PM to 12-Sep-2017 12:00 PM.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been modified:

INSTRUCTIONS TO OFFERORS

1. MAGNITUDE OF PROJECT: The magnitude of construction for the entire 12 month contract period is between $1,000,000.00 and $5,000,000.00 IAW FAR 36.204(f).

2. NORTH AMERICAN INDUSTRY CLASSIFICATION SYSTEM (NAICS): The NAICS Code for this acquisition is 236220 – Commercial and Institutional Building Construction. The Size Standard is $36,500,000.00.

3. LIQUIDATED DAMAGES: See Section I, FAR clause 52.211-12 -- Liquidated Damages – Construction.

4. EXPLANATION TO PROSPECTIVE BIDDERS: See Section I, FAR Provision 52.214-6 -- Explanation to Prospective Bidders, for information on explanations or interpretations.

5. BID GUARANTEE: A bid guarantee is REQUIRED and must be submitted with the bid (see Section I, FAR clause 52.228-1 -- Bid Guarantee). Failure to submit a bid guarantee in accordance with FAR clause 52.228-1 shall render the bid non-responsive pursuant to FAR 14.301(a), Responsiveness of Bids, and NOT eligible for award.

6. BIDS:

All bids will be RECEIVED on a Compact Disk (CD) prior to the offer due date.

PAPER COPY BIDS WILL NOT BE ACCEPTED. However, required in hard copy are: the first page of the SF1442 signed and dated, first page of any and all amendments to the solicitation signed and dated (if applicable), and Bid Guarantee.

All hard copies shall be executed with the original signature of the Offeror. The hard copy documents shall be clearly marked containing the procurement and solicitation number: W911S2-17-B-0001 and be mailed to:

Mission & Installation Contracting Command – Fort Drum ATTN: SSG Brown, Lakenia P31 Quartermaster Road Fort Drum, NY 13602

The Bids will be opened and read at the Mission & Installation Contracting Command, 31 Quartermaster Road, Fort Drum, New York, at 12:30 pm EST on September 12, 2017.

The award will be made on the basis of price only. The bid will be prepared as stated in clause 52.215-20 Requirements for Certified Cost or Pricing Data (2010) - Alternate I (OCT 2010).

Bids shall be prepared utilizing RSMeans with complete line item breakdown of the task being performed by the prime contractor and any subcontractors. The Contractor shall submit their Bid in Excel or PDF format. The Bid shall include appropriate supporting line item quantities and pricing in accordance with the statement of work that will result in a complete and usable project acceptable to the Government. Contractors shall present sufficient line item details that clearly demonstrate to the Government that the Contractor fully understands the complexity of the work to be performed. Bids not conforming to the RSMeans categories noted below may be deemed unacceptable.

I. VCC & Addtional Parking Construction - General Requirement II. Search Area & Access Road Construction - Option 1 III. Entry Gate Installation - Option 2 IV. High Speed Garage Door - Option 3

7. SOLICITATION PROVISIONS: This solicitation contains provisions and other items required to be completed electronically by the bidder (see paragraph 8, System for Award Management). Some provisions and other items required are not available online and must be completed by the bidder and returned with its bid in electronic format. Failure to provide this information may render the bidder non-responsive.

8. SYSTEM FOR AWARD MANAGEMENT (SAM): To be eligible for award of a Department of Defense (DoD) contract, Contractor registration in the SAM database is required (see FAR clause 52.204-7, System for Award Management). Failure to register with SAM shall make the Contractor ineligible for award. Register electronically by accessing the on-line SAM registration from the following website address: https://www.sam.gov.

9. CONSTRUCTION WAGE RATE REQUIREMENTS: The Davis-Bacon Wage Decision included in Attachment 8 shall apply to this solicitation and resulting contract (see Section I, FAR clauses 52.222-6 – Construction Wage Rate Requirements and 52.222-13 -- Compliance with Construction Wage Rate Requirements and Related Regulations for additional information). The wage decision may not contain all positions that are applicable to the features of work in the contract; therefore for any work classifications or positions that are not included, the wage rates must NOT be lower than the lowest skilled rate that is included in the wage decision. Under no circumstances will any resulting contract be modified to increase the contract price solely on adjustments or changes in any wage rates or due to any conformance action, to include a missing classification. The Davis Bacon Wage Rate NY170009 Heavy and Highway dated 23 June 2017 and NY170085 Building dated 12 May 2017 shall apply throughout the entire 12 month contract period.

10. BIDDER ACCEPTANCE PERIOD: See Standard Form 1442, SOLICITATION, OFFER, AND AWARD, BLOCK 13 D. AND BLOCK 17. Bidders providing less than 120 calendar days for Government acceptance after the date bids are due will not be considered for award and will be rejected. If the bidder would like to provide more than 120 calendar days to be considered, the number of days needs to be inserted in BLOCK 17. Failure to insert any number in BLOCK 17 means the bidder accepts the minimum in Item 13D.

11. PERFORMANCE AND PAYMENT BONDS: Bidders are reminded of the requirement for performance and payment bonds (see BLOCK 12A of the STANDARD FORM 1442 – SOLICITATION, OFFER, AND AWARD and Section I, FAR clause 52.228-15 -- Performance and Payment Bonds -- Construction.

* For the purpose of bidding, assume the entire amount of the contract is required.

12. BONDING CAPACITY: Bidders shall demonstrate their ability to obtain sufficient bonding.

13. BASIS FOR AWARD: Award shall be made to the responsive and responsible bidder who presents the Government with the lowest-price which includes the Base and all Options.

14. AMENDMENTS: No bidders’ mailing list will be maintained. It is the responsibility of all interested parties wishing to bid on this requirement to monitor the Federal Business Opportunities web page at http://fedbizopps.gov for any/all amendments to this Solicitation. Failure to respond to an amendment may render the bid to be considered non-responsive and thereby rejected.

15. CLARIFICATION OF WORK: It is the responsibility of each bidder to visit the site of work to survey the existing conditions and verify all portions of the work to be done.

16. VETS-4212: Federal Contractors and subcontractors who receive Federal contracts of $150,000 or more are required to annually file, no later than September 30th of each year, Form No. VETS-4212 entitled "Federal Contractor Veterans' Employment Report" with the Department of Labor. In addition, all Federal Contracting Officers are prohibited from awarding contracts or disbursing funds to Federal contractors or subcontractors that have not submitted a current VETS-4212 Report. For more information on this requirement, see the following website:

http://www.dol.gov/vets/vets4212.htm.

17. SOLICITATION QUESTIONS: Questions shall be in writing and e-mailed to lakenia.m.brown.mil@mail.mil and alfredo.m.sanchez.mil@mail.mil. Questions concerning this solicitation will be accepted up to 4:00 pm on Aug 8, 2017.

Responses to all questions will be posted on the Federal Business Opportunities website https://fedbizopps.gov. Fort Drum does not commit to respond to any questions submitted after August 8, 2017, but will make every attempt to promptly answer all relevant questions.

18. OPTIONS: In accordance with FAR Clause 52.217-9, the Government reserves the right to exercise options CLINs 1001, 1002, and 1003 by written notice to the Bidder within 180 calendar days; provided the Government gives the Bidder a prelimnary written notice of its intent to extend at least 270 days before the contract expires or 90 days after contract award.

SECTION J - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Statement of Work 7 15-MAY-2017 Attachment 10 Exhibit B Sewer

Submittal Procedures

6 05-JUL-2017

Attachment 11 Exhibit A Water Supply Improvement Submittal Procedures

4 05-JUL-2017

Attachment 2 Exhibit F Fort Drum Endangered Species Act Implementing Doc

19 08-JUN-2017

Attachment 3 Exhibit E Confined Space Entry Procedures

45 20-JAN-2017

Attachment 4 Exhibit D CDRLs D017- D018

2 05-JUL-2017

Attachment 5 Exhibit D CDRLs D013- D016

2 05-JUL-2017

Attachment 6 Exhibit D CDRLs D009- D012

2 05-JUL-2017

Attachment 7 Exhibit D CDRLs D005- D008

2 05-JUL-2017

Attachment 8 Exhibit D CDRLs D001- D004

2 05-JUL-2017

Attachment 9 Exhibit C Excavation Permit Policy

3 12-AUG-2014

to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 Statement of Work 11 15-MAY-2017 Attachment 10 Exhibit B Sewer

Submittal Procedures

6 05-JUL-2017

Attachment 11 Exhibit A Water Supply Improvement Submittal Procedures

4 05-JUL-2017

Attachment 2 Exhibit F Fort Drum Endangered Species Act Implementing Doc

19 08-JUN-2017

Attachment 3 Exhibit E Confined Space Entry Procedures

45 20-JAN-2017

Attachment 4 Exhibit D CDRLs D017- D018

2 05-JUL-2017

Attachment 5 Exhibit D CDRLs D013- D016

2 05-JUL-2017

Attachment 6 Exhibit D CDRLs D009- D012

2 05-JUL-2017

Attachment 7 Exhibit D CDRLs D005- D008

2 05-JUL-2017

Attachment 8 Exhibit D CDRLs D001- D004

2 05-JUL-2017

Attachment 9 Exhibit C Excavation Permit Policy

3 12-AUG-2014

(End of Summary of Changes)

Public Works Engineering Work Order No: [HE-00001-5J] May 15, 2017 Project Title: [Construct Visitor Control Center, 1100 Area]

1 General: This Statement of Work (SOW) contains requirements applicable to this contract. This SOW presents an overview of Government requirements. The SOW describes definable features of work that the Government deems necessary to complete the project. The Contractor shall not consider the definable features of work to be inclusive of all requirements or tasks necessary that would result in a complete and useable project for acceptance by the Government. It shall be the Contractor’s responsibility to prepare a fully developed proposal to provide a complete and usable project acceptable to the Government.

1.1 Project Purpose and Description:

The purpose of this project is to re-purpose and expand existing Building P- 11008 to meet the Army standards for the 3- Processor Visitor Control Center (VCC) facility. The contractor shall construct the complete and usable facility as a 3-processor Visitor Control Center (VCC) at the LTG Paul G. Cerjan Access Control Point (ACP) including support facilities such as utilities, storm drainage, additional parking, security lighting, and other appurtenances as shown in the construction documents. The project will also include the design, as an option to construct the Entry Gate, Passenger Vehicle Search Area including the search canopy, and search waiting shelter and access road at the LTG Paul G. Cerjan (ACP) IAW Army standards for the ACP dated April 13, 2012 Appendix 3.8 Access Control Points Army Standard.

The project is comprised of the Base, with option1, option 2, and option 3.

1. Base Construction:

Construction of VCC building and additional parking lot as identified in the construction Plan.

2. Option 1 Construction:

Construct the Passenger vehicle search area and access road as identified in Appendix 3.1 VCC Drawings Final Design for Construction and 3.2 VCC Narrative Final Design for Construction.

a. Passenger search area including search canopy, waiting shelter and access road.

3. Option 2 Construction:

a. Construct the entry gate.

4. Option 3 Construction:

a. Install the High Speed Roll up garage door to the search canopy.

1.2 Government Specific Milestones

Milestones Days Comments Pre-Construction Meeting (Contractor to bring an initial price-loaded progress schedule)

10 Business Days after Award

Contractor Final Progress Schedule 5 Business Days after Notice to Proceed

Acquire Excavation Permit 15

Business Days after Notice To Proceed. 5-business-days to submit the request, and 10-busness days for Government to mark utilities and approve the dig permit

Request for Final Inspection 10 Business Days Prior to Contractor’s Requested Date for Final Inspection

Post Construction Submittal Package 5 Business Days Prior to the Contractor’s Requested Date for Final Inspection

As-built Record Drawings 5 Business Days Prior to Final Inspection

Final Government Inspection 5 Business Days (minimum) from contract Completion Date

Acceptance and Final Punch List Inspection

N/A Must be Completed Prior to the contract completion date.

Completion 365 Calendar Days

1.3 Government Design Plans

1.3.1 Government furnished engineering design plans, specifications, and related documents were prepared under a separate contract to be 100% engineered construction plans. The Government design documents present anticipated existing conditions, proposed conditions, conditions that might affect construction of the project, typical details, and/or other related information for Contractors to prepare a proposal for Government review and technical acceptability. Not all definable features of work defined herein may be shown in the Government design plans. Similarly, project requirements stated herein, may not be graphically presented in the Government design documents. Therefore, it is the contractor’s responsibility to ensure that all project requirements, presented in the Government furnished design documents and the written text of this statement of work are coordinated in preparing their proposal. Government design documents are intended to be used concurrently with the written statement of work; not independently.

1.3.2 Contractors shall consider the Government drawings as 100% engineered construction drawings suitable for construction of the project.

1.3.3 Contractors are further referred to FAR Clause 52.236-3 – Site Investigation and Conditions Affecting the Work and FAR Clause 52.236-21 – Specifications and Drawings for Construction referenced in the Contractor’s contract.

1.4 Existing Site Conditions

1.4.1 The Site location is located adjacent to Building P-11010 along Iraqi Freedom

Drive as shown on the drawings.

1.4.2 Site Description: The project site is primarily undisturbed and covered with tree vegetation except for the existing building and parking area.

1.5 Existing Utilities

The Government design plans show the location of existing utilities. Unless specifically stated otherwise, the exact location and precise depth/elevation of underground utilities are unknown. The Contractor, as limited herein, can rely upon the general location of existing utilities shown on the Government design plans. The specified depth/elevation of a utility shall be approximate and subject to changes in depth/elevation of ±1 foot. When not specified, the depth/elevation from existing grade shall be subject to changes in depth/elevation in the table below. The horizontal locations of all utilities, unless specified otherwise, are accurate to ±5 feet on each side of the edge of the utility (i.e., outside edge of a duct bank or pipe). The general limits of vertical location are defined in Table 1.

NOTE TO CONTRACTORS: The proposed natural gas line and communications duct bank tie-in locations east of the LTG Paul Cerjan ACP are approximate locations shown on the Government construction drawings. The 4-inch natural gas line and communication duct bank that cross beneath Iraqi Freedom Drive, to include the communication manhole, are being installed under a separate contract. The exact horizontal and vertical location of the end of the natural gas line and communication manhole shall be considered as “unknown.” Contractors shall prepare their proposal to account for variation in the natural gas line and communication manhole locations up to approximately 30-feet to the east of the locations shown in the government construction plans. See drawings in Appendix 3.7 Proposed Communication Tie in

Location, showing where the manhole tie-in locations are proposed.

The natural gas line being installed under a separate contract beneath Iraqi Freedom Drive will end near the location where the communication manhole will be installed. The contractor, during construction, shall coordinate the extension of the communication duct bank with the Network Enterprise Command (NEC).

Table 1 General Limits for Utilities

Utility Depth from Existing Grade

Variance

Water 5-6 feet ±1.5 feet Sewer - Gravity Calculated from the invert elevations, slope, and length of the pipe

±6 inches

Sewer – Force Mains 5-6 feet ±2 feet Natural Gas 24 inches ±12 inches Underground Primary Electric

30 inches ±12 inches

Underground Secondary Electric

24 inches ±12 inches

Communications Duct Banks (at the apex)

24 inches ±12 inches

Communications (direct buried)

24 inches ±12 inches

Storm water Calculated from the invert elevations, slope and length of pipe

±6 inches

1.6 Project Lay Down, Contractor Parking, Equipment/Materials Staging/Parking Areas.

1.6.1 Lay down Area: The contractor lay down area will be located near an existing parking area adjacent to Building P-11008.

1.6.2 Contractor Parking Area: The contractor parking area is co-located with the project lay down area.

2 DEFINABLE FEATURES OF WORK (DFOW): This section presents definable features of work (DFOW) to successfully complete the project. These definable features of work are not inclusive of all requirements necessary that would result in a complete and useable project for acceptance by the Government. It shall be the Contractor’s responsibility to provide a fully developed proposal to meet the requirements for a complete and usable project acceptable to the Government. When specified below, PW Engineering Work Statements (PWES) supplement the definable features of work and Government furnished design documents. All PWES are located in the appendices to this statement of work.

2.1 General Requirements

General requirements shall be provided in accordance with Appendix 3.6 001 PWES – General Requirements.

The Contractor is required to provide a draft DD Form 1354, Transfer and Acceptance of DoD Real Property for this contract.

Preconstruction, construction, and post construction submittals shall be provided in accordance with the submittal register contained in the project specifications book.

All the existing floor wall and ceiling finishes will be demolished. The existing slab and walls will be cleaned, leveled and prepared to receive the new floor and wall finishes. New floor finishes will be solid vinyl tile for the office areas, porcelain tile for the toilet room and the janitor's closet. All walls will be furred with gypsum board. The existing building and the new addition will receive new acoustical ceiling system.

All interior and existing exterior walls that will become interior walls will be furred out with 5/8” gypsum wall board, with 2.5” metal furring @ 24” on center maximum distance. Attached VCC - Revised dwgs, AE401 – Partition details.

The new flooring for the office spaces will be LVT, Porcelain tile for toilet and janitor room, and exterior concrete slabs will receive treatment for the protection against salt and the environment. The floors will be not stained.

Door 100 – VCC Exterior double door entrance – These doors will be an insulated blast resistant double steel door. The hardware for this double entry door has to be included by the blast door manufacturer as part of the entire door assembly and tested for blast resistance. The steel frame is to be the seated option.

Door 101- Revised to be Heading 1.00A (DOOR 3’-0” X 7’-0” X 1-3/4”)

QTY QTY DESCRIPTION

ACT INACT FINISH

3 3 4-1/2” STD WT (.134) HINGE TA2314 4-1/2” x 1-

1/2” NRP 32D MCKINNEY 100A

1 0 RYM CYLINDER 20-021

626 SCHLAGE 301A

1 3 PUSH PAD, RIM 98L X 996L (#06) X 299 X 3’-0”

US26D/US28 VONDUPRIN 300A

1 1 CLOSER 404XP X CUSH X SRT AL LCN

500A

1 0 WEATHERSTRIPPING 303AV(72”W X 84”) A

PEMKO 800B

1 1 SWEEP 315CN (36W) C

PEMKO 801A

1 0 THRESHOLD 171A(72”) A

PEMKO 802B

1 0 MULLION KR4954 PRIMED

VONDUPRIN 300A

Door 102 – VCC Exterior single door -will be insulated blast resistant steel door. The hardware for this door has to be included by the blast door manufacturer as part of the entire door assembly and tested for blast resistance.

The steel frame is to be the seated option.

Door 104 – Mechanical and electrical room - is an insulated blast resistant steel double door. Blast resistant hardware to be provided by blast resistant door manufacturer. The steel frame is to be the seated option.

Refer to Blast resistant specifications for doors and glazing. New sets of specifications are being issued with this addendum. Refer to Blast resistant design Criteria. Maximum level of protection, standoff distance is not available.

POV Canopy Door – this door identified as 110 and 113, correspond to the same door. Door to be hollow metal insulated steel with laminated glazing. Not Blast resistant.

Hardware Set #03A.00:

QTY QTY DESCRIPTION

ACT INACT FINISH

1 3 4-1/2” ST WT (.134) HINGE TA2314 4-1/2” x 1-1/2” NRP 26D

MCKINNEY 100A

1 0 MORTISE LOCKSET L9080GDX06AX10-072 626

SCHLAGE 302A

1 0 CLOSER 404XP X CUSH X SRT AL LCN

500A

1 0 WEATHERSTRIPPING 303AV (36W X 72”) A

PEMKO 800B

1 0 SWEEP 315CN (36W) C

PEMKO 801A

1 0 THRESHOLD 171A(36”) A

PEMKO 802B

Waiting Shelter – The door identified as 111 and 112, correspond to the same door. This door is to be hollow metal insulated steel single door with laminated glazing. Not Blast resistant. Hardware Set # 01.00

There is no active barrier system required in the contract plans.

The Level of Projection selected for this project is high, since there is no available standoff distance for this building. See specifications for additional glass and glazing requirements. VCC Revised - Dwgs AE601- left corner below the shedules the notes indicate the type of glass and glazing to be used for the blast resistant glazing for doors and windows project. TLI = Insulating glass and blast resistant glazing 6-mm (1/4”) HS (2.54mm Saflex HP PVB) 6mm (1/4”) HS.All exterior doors, windows and louvers shall have blast resistant framing securely anchored to the wall. The doors and window details reflect a seated door position.

2.2 Storm water Management: The Contractor shall provide storm water management in accordance with the Government furnished design documents.

The contractor is responsible for all inspection, testing, and maintenance/repair of storm water management practices throughout the duration of construction and until the final acceptance of the project by the government. The contractor is responsible for the maintenance, replacement, and removal of sediment and erosion control practices required to be left in place until site stabilization is achieved; even if this occurs after final acceptance of the project by the government. The contractor is responsible for all inspections after final acceptance of the project by the government, unit site stabilization is achieved, and the Notice of Termination is submitted and accepted by the government.

The Government will submit the Notice of Intent (NOI) on or around the time of award. Dates and information will be corrected as necessary.

2.3 Notice of Termination (NOT): The contractor shall prepare the Notice of Termination (NOT). The NOT will be submitted to PW Engineering’s Project Manager within 2‐business days of the final SWPPP inspection documenting site stabilization has been achieved. The NOT will be submitted to the State by Fort Drum’s Storm Water Management Program.

2.3.1 Storm water Plan Amendments: The contractor shall be responsible to amend storm water management documents when:

2.3.1.1 The Contractor’s operations at the construction site are not in compliance with NYSDEC requirements and when these non-compliant operations cannot be modified, altered, or corrected to maintain compliance with storm water management regulations and project requirements.

2.3.1.2 The Government approved the contractor’s requested change(s) to design plans that may alter storm water management practices as defined in the Government provided design documents.

2.4 Geotechnical Report: The subsurface investigation and geotechnical evaluation has been performed for this project, the detailed geotechnical report is provided in Appendix 3.1 VCC Drawings Final Design for Construction and Appendix 3.2 VCC Narrative Final Design for Construction. The location of Infiltration Test I-1 is indicated on the boring location plan contained in Appendix B of the Geotechnical Report (ATL Report No. CD4053E-01-07-16 Rev. 1, dated July 26, 2016). The infiltration test location was pre-soaked on June 14, 2016 at 8 AM. The infiltration testing occurred on June 15, 2016, approximately 24 hours after pre-soaking, as required by NYS DEC guidelines. Infiltration testing as completed by Atlantic Testing Laboratories. The geotechnical report contained in the Design Narrative states that the infiltration test results of 16 in/hr. were obtained. The infiltration pipe was set at a depth of 9.5 feet below grade, as directed by our client, BES Design/Build, LLC, and in conformance with our contractual agreement. The depths of the SMP devices were not provided to ATL at the time of the investigation. A boring was not requested at the infiltration test location; however, adjacent borings B-2 and B-4 encountered a sandy gravel layer at depths of 6 feet and 4 feet, respectively, above boring refusal depths and below the silt/clay layers. The infiltration test locations have been added to drawing CG 301. The USCS classification for B-1, S-2 is CL, and for B-3, S-1 is

CL.

Satisfactory fill is defined in the Geotechnical Report section 7.1.2 and 8.5.1, the on-site soils may be utilized as general site fill and exterior foundation backfill in landscaped areas, provided all deleterious organic and oversize materials (particles larger than 4-inches in diameter) are removed and the material is properly moisture conditioned. Granular Fill should be utilized if the on-site soils cannot be properly moisture conditioned. Backfill utilized beneath paved areas and inside structure footprints should consist of Granular Fill. Refer to NYDOT SPECS section 203.

2.5 Maintenance & Protection of Traffic (MPT): The contractor is responsible for implementing maintenance and protection of traffic (MPT) for the construction project to include ingress and egress of construction and employee vehicles from/to the project work areas. MPT plans, if presented, in the Government design documents shall be the minimum accepted level of MPT. When a government furnished MPT is not included in the design documents, the contractor shall implement MPT that is at a level generally considered acceptable under construction industry standards and shall be in accordance the Manual for Uniform Traffic Control Devices (MUTCDs) and the NYSDOT supplement.

2.6 Clearing and Grubbing: Clearing and Grubbing shall be provided in accordance with Appendix 3.6 002 PWES – Clearing and Grubbing.

2.7 Visitor Control Center and Additional Parking Construction (Base Contract Requirement) The contractor shall complete construction of the VCC facility including the additional 14 parking spaces identified as “Base Design” in accordance with the government provided construction appendices. Specific information for the base design can be found on revised drawing AE-601. Additional Mechanical information is provided on drawing MH101.

2.8 Search Area Construction (Option 1)

The contractor shall complete construction of the Search Area, identified as “Option 1” in accordance with Appendix 3.1 VCC _Drawings _Final Design for Construction and Appendix 3.2 VCC _Narrative Final Design for Construction.

2.8.1 Entry Gate Installation (Option2)

The contractor shall complete construction of the heavy duty double motorized swing gates to allow access to Fort Drum from the search as shown in Appendix

3.1 VCC Drawings Final Design for Construction and Appendix 3.2 VCC Narrative Final Design for Construction.

2.8.2 High Speed Garage Door (Option3)

The contractor shall complete installation of insulated the high speed roll-up doors in place of the mechanical garage doors in the Search canopy design.

2.9 Site Restoration: The Contractor shall complete site restoration in accordance with the Construction plans and specifications listed in Appendix 3.1 VCC 100 Construction Plans and Appendix 3.3 VCC Construction Specifications.

2.9.1 The contractor shall confine all work within the proposed limits of construction as shown on the Government design plans, Appendix 3.1 VCC Drawings Final Design for Construction and Appendix 3.2 VCC Narrative Final Design for Construction. Any work beyond the limits of construction, by the contractor or subcontractor at any tier, will be restored to conditions equal to or better than existing conditions prior to being affected. This will be done at no additional expense to the government and shall not be a grounds for a claim to extend the project completion date.

2.10 As-built Records: As-built record drawings shall be based on instrument surveys conducted by a licensed Land Surveyor. The Contractor shall prepare As-Built record drawings in accordance with Appendix 3.6 015 – As-Built Record Drawings and the project specifications.

3 APPENDICES

3.1 VCC Drawings Final Design For Construction

3.2 VCC Narrative Final design For Construction

3.3 VCC Construction Specifications

3.4 VCC Submittal Register

3.5 VCC Storm water Pollution Prevention Plan (SWPPP)

3.6 PW Engineering Work Statements

PEWS 001 General Requirements

PEWS 002 Clearing & Grubbing PEWS 015 As-Built Record Drawings

3.7 Proposed Communication Tie-in location

3.8 Access Control Points Army Standard