A.07.24_W912DR18B0007_0003.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 this amendment is to incorporate the follow ing changes into the solicitation.

1. Update specif ications

2. Revise Bid Schedule

3. Extend Bid Opening

4. Extend RFIs Response Date

Note: There w ill be no additional extensions to the bid opening date.

1. CONTRACT ID CODE PAGE OF PAGES

1 7

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

16C. DATE SIGNED

BY 25-Aug-2018

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 W912DR18B0007

X 9B. DATED (SEE ITEM 11)

31-Jul-2018

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

25-Aug-2018

CODE

U.S. ARMY CORPS OF ENGINEERS, BALTIMORE

2 HOPKINS PLAZA

ROOM 03-G-01

BALTIMORE MD 21201

W912DR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DR18B0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENTS (the following revised sheets were reissued by Amendment 0002):

1) Sheets ES000, ES101, ES102, ES103 ES104, ES105, ES106, ES107, ES108, ES502, ES503, EYS101, EYS102 EYS103, EYS104, EYS105, EYS106, EYS107 AND EYS108: Delete these sheet reissued by Amendment 0002 and substitute the attached like-numbered revised sheets, dated 8/24/18.

2) Sheets GI002, VF002, VF003, VF101, GC101, GC102, GC103, GC104, GC105, GC106, GC107, GC108, GC111, GC112, GC113, GC114, GC115, GC116, GC117, GC118, GC401, GC402, GC411, GC412, GC502, GC503, GC504, CD101, CG101, CG102, CG104, CG108, CS101, CS104, CS106, CS108, CG401, CG402, CG403, CS401, CS402, CS403, CU401, CU402, CS501, CS502, CS503, CS506, CS507, CS508, CU201, CU202, CU501, CU502, CU503, CU504, CU505 and CU506: Delete these sheet reissued by Amendment 0002 and substitute the attached like-numbered revised sheets, dated 8/24/18.

3) Sheets L-101, L-102, L-103, L-104, L-105, L-106, L-107, L-108, L-109, L-110, L-111 and L-500: Delete these sheet reissued by Amendment 0002 and substitute the attached like-numbered revised sheets, dated 8/24/18.

4) Sheets GC403, GC413 GC421 and GC422: Delete these sheets reissued by Amendment 0002 in their entirety.

SOLICITATION:

5) Section 00 10 00, Bid Schedule: Delete the price schedule in its entirety as originally issued and substitute the revised price schedule on page 5.

SPECIFICATIONS:

6) Section 01 14 00, Paragraph 1.2.2: Revise subparagraphs as follows:

a) Subparagraph a: Revise text to read as follows: "Work on one gate at a time, except for the Millennium Project maintenance gate. Millennium Project maintenance gate work shall be performed in conjunction with the Old Post Chapel (OPC) work. Notify the Contracting Officer 60 days before proposed work on all gates will begin. See also paragraph 1.2.2.e below.”

b) Subparagraph d: Add the following sentence: “The Government will relocate OPC functions to the MC when the OPC area is under construction.”

c) Subparagraph e: Revise text to read as follows: "The Government will allow an ample periods (60

- 90 days) of time to complete work at OPC together with the Millennium Project maintenance gate, and separately, Selfridge gate, thereby eliminating the need to cease work when ceremonies will take place at these locations."

d) Subparagraph f: Revise text to read as follows: “Typically members of The Old Guard participating in ceremonies at OPC remain inside OPC during inclement weather. However, MC does not afford this protection so an approved modular office trailer shall be provided. Trailer shall be minimum 8’ x 20’ with heat, air conditioning and steps. Coordinate with the Contracting Officer for location of trailer.”

e) Subparagraph g: Revise text to read as follows: “All hand work within 300 feet of a scheduled ceremony shall be discontinued prior to commencement of the ceremony. This shall include the removal of all equipment, tools, materials, and debris, so that the area will be left in a clean, neat condition, affording a presentable appearance. During ceremonies, equipment operations within 1000 feet of the ceremony shall be discontinued.”

f) Subparagraph h: Immediately after this subparagraph add the following:

“i. Jogging access adjacent to the ANC Millennium Area, connecting the North portion of the Post to the Old Post Chapel Area must remain available throughout the project. The proposed jogging path on the West side of McNair Road (including the jogging path, MSE retaining wall, utility work, grading, and landscaping in the immediate area) must be complete and usable before any demolition or new work can begin on or around the existing jogging path on the East side of McNair road. At no point can both jogging paths along McNair road be closed to the public at the same time.”

7) Section 01 14 00, Paragraph 1.3.3: Revise the last stand-alone paragraph to read as follows: "Funerals ceremonies are conducted between 8:00 a.m. and 4:00 p.m. Therefore depending on where work is being done, such work at Old Post Chapel or Memorial Chapel will only be permitted after 4:00 p.m. unless otherwise approved by the Contracting Officer or designated in paragraph 1.2.2.e. of this Section."

8) Section 01 30 00, Paragraph 1.6d: Add the following to the end of this paragraph: “The Contractor shall use the attached Inspection Report for E&SC and SWPP at Construction Sites and include it in the SWPPP.

The Government will use the criteria in this checklist to do their inspections.”

9) Section 01 30 00: Immediately after this section add the attached “Inspection Report for E&SC and SWPP at Construction Sites.”

10) Section 01 33 00, Submittal Register: Add the attached new submittal register for Section 01 74 19 and revised submittal register for Section 32 31 13.90 to the complete submittal register.

11) Section 01 50 00, Paragraph 3.6: Add the following after the last sentence: “Daily remove ALL trash or construction debris between ANC Stone Boundary wall and security fence construction area. This area along the new fence line shall be maintained and kept clean. No loitering or sitting along the ANC Stone Boundary fence is allowed during the fence construction. All areas along the ANC Stone Boundary (especially at OPC and Millennium) are meant to be treated with the dignity, honor, and respect that the cemetery requires or deserves.”

12) Section 01 57 19: Immediately after this section insert attached new Section 01 74 19 CONSTRUCTION

AND DEMOLITION WASTE MANAGEMENT.

13) Section 32 31 13.90, Paragraph 1.4, SD-02: Revise description to read as follows:

“Assembly and Installation Drawings; G, DO Picket, Rail, and Post, Steel Ornamental Security Fence System, and all details shown on Sheet CS507”

14) Section 32 32 23: Delete this section in its entirety.

15) Section 34 40 00, Paragraph 2.3.1: Immediately after this paragraph insert the following:

“2.3.2 Polypropylene (PP) Pipe

Double wall and triple wall pipe with a diameter of 12 to 16 inches shall meet the requirements of ASTM F2881 or AASHTO M330. Polypropylene compound for pipe and fitting production shall be impact modified copolymer meeting the material requirements of ASTM F2881, Section 5 and AASHTO M330, Section 6.1.”

16) Section 33 40 00, Paragraph 2.4.5.3: Immediately after this paragraph insert the following:

“2.4.5.4 Dual Wall and Triple Wall PP Pipe

Pipe shall be joined using a bell & spigot joint meeting the requirements of ASTM F2881 or AASHTO M330. The joint shall be watertight according to the requirements of ASTM D3212.

Gaskets shall meet the requirements of ASTM F477. Gasket shall be installed by the pipe manufacturer and covered with a removable, protective wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 12- through 60-inch (300 to 1500 mm) diameters shall have an exterior bell wrap installed by the manufacturer. Fittings shall conform to ASTM F2881 or AASHTO M330. Bell and spigot connections shall utilize a welded or integral bell and valley or inline gaskets meeting the watertight joint performance requirements of ASTM D3212.”

17) Section 33 40 00, Paragraph 3.2.3: Revise the first sentence to read: “Bedding for PVC and PP pipe shall meet the requirements of ASTM D2321.”

18) Section 33 40 00, Paragraph 3.8.1.1.1: Revise title to read, “Concrete, PVC, and PP Pipe”

19) Section 34 73 13, Paragraph 1.3, SD-07: Revise two descriptions to read as follows:

“Crash rating letter of compliance; G AO

Letter of compliance stating the K-12 vehicle barrier gate has successfully passed an actual crash test and is certified to perform as described in paragraph CRASH RATING AND TESTING; OR a statement with calculations of a K-12 vehicle barrier gate that has been engineered by a licensed structural engineer specializing in crash rated equipment.”

“Gate compliance; G AO

Certificate ensuring gate is in compliance with ASTM F2200.”

20) Section 34 73 13, Paragraph 1.4.3: Revise text to read as follows: “A letter of compliance from the testing agency ensuring the vehicle barrier meets the crash rating shall be submitted for approval; OR a statement with calculations of a K-12 vehicle barrier gate that has been engineered by a licensed structural engineer specializing in crash rated equipment."

DRAWINGS:

21) New Sheets: Add attached new Sheets CS512 and CU507 to the drawings.

GENERAL:

22) Site Visit Attendee List: Site visit attendee list, dated 14 August 2018, is attached for information only.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 06-Sep-2018 10:00 AM to 12-Sep-2018 10:00 AM. The following have been modified:

BID SCHEDULE

ITEM NO. DESCRIPTION AMOUNT

Base Bid Item

0001 All costs in connection with Perimeter Security Fence, Fort Myer, VA, complete as shown on drawings and Specified, but exclusive of Optional Bid Item 0002 below.

Base Bid Amount $_________________

Optional Bid Item

0002 All costs in connection with the perimeter security fence between Wright Gate and the existing chain link fence at approximately Station 8+90, inclusive of demolition, sitework, landscaping, communications, security, and electrical work, complete as shown on Sheet CS101 and specified. $________________

Total Base and Optional Bid Amount $___________________

NOTES TO OFFERORS

Offerors must quote on all items including the Optional Item. Failure to quote on all items may be cause for rejection of the proposal.

The Optional Item may be exercised at any time within 270 calendar days after contract award. The Contracting

Officer may exercise the Optional Item by written notice to the Contractor, postmarked within the period specified above. The Government may or may not exercise the Optional Item.

No additional time for contract completion will be allowed when the Optional Item is exercised.

EVALUATION OF OPTIONS:

Except when it is determined not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

SECTION 00 21 13 - INSTRUCTIONS TO BIDDERS

The following have been added by full text:

52.217-4 EVALUATION OF OPTIONS EXERCISED AT TIME OF CONTRACT AWARD (JUN 1988)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate the total price for the basic requirement together with any option(s) exercised at the time of award.

(End of provision)

The following have been modified:

Bidder Inquires and Government Responses:

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in ProjNet at

(https://www.projnet.org) No Later Than (NLT) 30 August 2018, 12PM EST. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment/question will receive an acknowledgement of their comment/question via email. Another email to the same address will notify the prospective vendor once the reply is available for viewing.

The Bidder Inquiry Key is: V9X73B-6W4IMG

Specific Instructions for ProjNet Bid Inquiry Access:

Responses to RFIs via ProjNet are for informational purposes only. Official responses will be provided by amendment.

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been added by full text:

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within 270 calendar days. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of clause)

(End of Summary of Changes)

ATTACHMENTS:

1) Inspection Report for E&SC and SWPP at Construction Sites

2) Submittal register for Sections 01 74 19 and 32 31 13.90

3) New Section 01 74 19

4) Site visit attendee list

See FT. Myer Security Fence Complied Amend 8-24-18 PLANS

5) Revised sheets as listed in Items 1, 2 and 3 of this Amendment

6) New Sheets CS512 and CU507

ARLINGTON NATIONAL CEMETERY

INSPECTION REPORT FOR E&SC AND SWPP AT CONSTRUCTION SITES

A. GENERAL PROJECT INFORMATION

Inspector: Date of Inspection: Inspection Type:

Routine ☐ 48-hour ☐ Onsite Status of E&SC or SWPP Measures: Project Name:

Adequate: ☐ Inadequate: ☐ See Comments:☐ Construction Contractor:

RLD/Certificate #:

Site POC: Date Last Significant Rain: Amount Last Significant Rain:

Phase of Construction: Clearing & Grubbing/ Building Construction Construction Complete/ Rough Grading ☐ ☐ Final Stabilization ☐

B. EROSION & SEDIMENT CONTROL

E&SC MINIMUM STANDARD REQUIREMENTS

(Per 9 VAC25-840-40) YES NO N/A NOT

INSP’D

MS-1 Are all denuded areas requiring temporary or permanent stabilization stabilized?

MS-2 Are soil stockpiles adequately stabilized with seeding and/or sediment trapping devices?

MS-3 Does permanent vegetation used onsite provide adequate stabilization?

MS-4

Have all sediment trapping devices been constructed and made functional as first step in land disturbing activity?

MS-5 For perimeter sediment trapping devices, are earthen structures stabilized?

MS-6 Are sediment traps/basins installed where needed & functional as designed?

MS-7 Are finished cut-n-fill slopes adequately stabilized?

MS-8

Is concentrated runoff from cut-n-fill slopes flowing through adequate temporary or permanent channels or pipes?

MS-9 Are slope water seepages adequately drained to protect the slope(s)?

MS-10 Are all operation stormwater inlets adequately protected?

MS-11 Are stormwater channels adequately stabilized with channel lining and/or outlet protection?

MS-12 Is in-stream protection performed with measures that minimize channel damage?

MS-13 Are temporary stream crossings constructed of non-erodible materials installed where applicable?

MS-14

Are all applicable federal, state and local regulations pertaining to working in or crossing live water courses met?

MS-15 Is necessary re-stabilization of in-stream construction complete?

MS-16 Are utility trenches stabilized properly?

MS-17 Are soil and mud kept off public roadways at intersections with site access roads?

MS-18

Have all temporary control devices that are no longer needed been removed?

Have all control device repair and sediment removal been performed?

MS-19 Are properties/waterways downstream adequately protected from erosion and sediment deposition?

C. STORMWATER POLLUTION PREVENTION

YES NO N/A NOT

INSP’D

1. Are inspections by Contractor current (every 14 days or within 48 hours of a rain event)?

2. Have any design changes to the SWPP and/or E&SC been incorporated into existing plans?

3. Are dates of major grading activities recorded?

4. Are all significant areas (chemical storage, stockpiles, fueling and maintenance points) annotated on the SWMPPP drawings?

5. Have personnel been trained in stormwater pollution prevention practices?

6. Are chemical stored in a manner that deters contamination of area (covered, secondary containment, etc.)?

7. Is the area free of trash and debris (to the extent practicable)?

8. Are vehicle wash areas properly designed and functioning (water contained, no soap used, etc.)?

9. Do fueling areas have secondary containment and adequate spill kit?

10. Is the concrete washout area designed properly to ensure that no contaminated water will exit the area?

D. COMMENTS

E. VIOLATIONS

Description of Violation

Corrective Action

Repeat Violation

F. AUTHENTICATION

Signature of Inspector: __________________________ _________________________________________________

Signature of Contractor / RLD: ______________________________________________________________________

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

Perimeter Security Fence

01 74 19 SD-01 Preconstruction Submittals

1.5 G AOWaste Management Plan

SD-11 Closeout Submittals

1.6Records

32 31 13.90 SD-02 Shop Drawings

G DOAssembly and Installation

Drawings

Picket, Rail, and Post, Steel

Ornamental Security Fence

System, and all details shown on

Sheet CS507

SD-03 Product Data

Fence Installation

Hardware and Acessories

2.3Padlocks

SD-07 Certificates

Fence reports

SD-08 Manufacturer’s Instructions

Fence Installation

Hardware Assembly

Accessories

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

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T R A N S M I T T A L

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P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

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APPROVAL

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Perimeter Security Fence MYERFENCE

SECTION 01 74 19

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

PART 1 GENERAL

1.1 GOVERNMENT POLICY

Government policy is to apply sound environmental principles in the design, construction and use of facilities. As part of the implementation of that policy: (1) practice efficient waste management when sizing, cutting, and installing products and materials and (2) use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilitate their recycling or reuse. Divert a minimum of 60 percent by weight of total project solid waste from the landfill.

1.2 MANAGEMENT

Develop and implement a waste management program. Take a pro-active, responsible role in the management of construction and demolition waste and require all subcontractors, vendors, and suppliers to participate in the effort. Construction and demolition waste includes products of demolition or removal, excess or unusable construction materials, packaging materials for construction products, and other materials generated during the construction process but not incorporated into the work. In the management of waste, consider the availability of viable markets, the condition of the material, the ability to provide the material in suitable condition and in a quantity acceptable to available markets, and time constraints imposed by internal project completion mandates. Implement any special programs involving rebates or similar incentives related to recycling of waste. Revenues or other savings obtained for salvage, or recycling accrue to the Contractor.

Appropriately permit firms and facilities used for recycling, reuse, and disposal for the intended use to the extent required by federal, state, and local regulations. Also, provide on-site instruction of appropriate separation, handling, recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Waste Management Plan; G AO

SD-11 Closeout Submittals

Records

1.4 MEETINGS

Conduct Construction Waste Management meetings. After award of the

SECTION 01 74 19 Page 1

Contract and prior to commencement of work, schedule and conduct a meeting with the Contracting Officer to discuss the proposed Waste Management Plan and to develop a mutual understanding relative to the details of waste management. The requirements for this meeting may be fulfilled during the coordination and mutual understanding meeting outlined in Section 01 45 00.00 10 QUALITY CONTROL. At a minimum, discuss environmental and waste management goals and issues at the following additional meetings:

a. Pre-bid meeting.

b. Preconstruction meeting.

c. Regular QC meetings.

d. Work safety meetings.

1.5 WASTE MANAGEMENT PLAN

Submit a waste management plan within 15 days after notice to proceed and not less than 10 days before the preconstruction meeting. The plan demonstrates how to meet the the project waste diversion goal. Also, include the following in the plan:

a. Name of individuals on the Contractor's staff responsible for waste prevention and management.

b. Actions that will be taken to reduce solid waste generation, including coordination with subcontractors to ensure awareness and participation.

c. Description of the regular meetings to be held to address waste management.

d. Description of the specific approaches to be used in recycling/reuse of the various materials generated, including the areas on site and equipment to be used for processing, sorting, and temporary storage of wastes.

e. Characterization, including estimated types and quantities, of the waste to be generated.

f. Name of landfill and/or incinerator to be used and the estimated costs for use, assuming that there would be no salvage or recycling on the project.

g. List of specific waste materials that will be salvaged for resale, salvaged and reused on the current project, salvaged and stored for reuse on a future project, or recycled. Identify the recycling facilities by name, location, and phone number, including a copy of the permit or license for each facility.

h. Identification of materials that cannot be recycled/reused with an explanation or justification, to be approved by the Contracting Officer.

i. Description of the means by which any waste materials identified in item (h) above will be protected from contamination.

j. Description of the means of transportation of the recyclable materials (whether materials will be site-separated and self-hauled to

SECTION 01 74 19 Page 2 designated centers, or whether mixed materials will be collected by a waste hauler and removed from the site).

k. Anticipated net cost savings determined by subtracting Contractor program management costs and the cost of disposal from the revenue generated by sale of the materials and the incineration and/or landfill cost avoidance.

Revise and resubmit Plan as required by the Contracting Officer. Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations or meeting project cumulative waste diversion requirement. Distribute copies of the Waste Management Plan to each subcontractor, the Quality Control Manager, and the Contracting Officer.

1.6 RECORDS

Maintain records to document the quantity of waste generated; the quantity of waste diverted through sale, reuse, or recycling; and the quantity of waste disposed by landfill or incineration. Make the records available to the Contracting Officer during construction, and deliver to the Contracting Officer upon completion of the constructiona copy of the records.

Demolition accomplished by other parties on this project site count toward the project's total waste diversion for sustainability requirements.

Information on the quantity and disposition of these materials will be provided by the Contracting Officer. Include this data in records, annotated to indicate that it was accomplished by another party.

1.7 COLLECTION

Separate, store, protect, and handle at the site identified recyclable and salvageable waste products in a manner that maximizes recyclability and salvagability of identified materials. Provide the necessary containers, bins and storage areas to facilitate effective waste management and clearly and appropriately identify them. Provide materials for barriers and enclosures around recyclable material storage areas which are nonhazardous and recyclable or reusable. Locate out of the way of construction traffic. Provide adequate space for pick-up and delivery and convenience to subcontractors. Recycling and waste bin areas are to be kept neat and clean, and handle recyclable materials to prevent contamination of materials from incompatible products and materials.

Clean contaminated materials prior to placing in collection containers.

Use cleaning materials that are nonhazardous and biodegradable. Handle hazardous waste and hazardous materials in accordance with applicable regulations and coordinate with Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. Separate materials by one of the following methods:

1.7.1 Source Separated Method.

Separate waste products and materials that are recyclable from trash and sorted as described below into appropriately marked separate containers and then transported to the respective recycling facility for further processing. Deliver materials in accordance with recycling or reuse facility requirements (e.g., free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process). Separate materials into the following category types as appropriate to the project waste and to the available recycling and reuse

SECTION 01 74 19 Page 3 programs in the project area:

a. Land clearing debris.

b. Asphalt.

c. Concrete and masonry.

1.7.2 Co-Mingled Method.

Place waste products and recyclable materials into a single container and then transport to a recycling facility where the recyclable materials are sorted and processed.

1.7.3 Other Methods.

Other proposed methods may be used when approved by the Contracting Officer.

1.8 DISPOSAL

Control accumulation of waste materials and trash. Recycle or dispose of collected materials off-site at intervals approved by the Contracting Officer and in compliance with waste management procedures. Except as otherwise specified in other sections of the specifications, dispose of in accordance with the following:

1.8.1 Recycle.

Recycle waste materials not suitable for reuse, but having value as being recyclable. Recycle all fluorescent lamps, HID lamps, and mercury-containing thermostats removed from the site. Arrange for timely pickups from the site or deliveries to recycling facilities in order to prevent contamination of recyclable materials.

1.8.2 Waste.

Dispose of materials with no practical use or economic benefit to waste-to-energy plants where available. As the last choice, dispose of materials at a landfill or incinerator.

1.8.3 Return

Set aside and protect misdelivered and substandard products and materials and return to supplier for credit.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used. -- End of Section --

SECTION 01 74 19 Page 4

Name Company Location Phone

Tim Hackett All Phase Services, Inc. Delray Beach (561) 620‐8222

Robert Gilmour All Phase Services, Inc. Delray Beach (561) 620‐8222

Phil Fogarty Grunley Construction Company, Inc. Rockville, MD (240) 399‐2000

Jeffrey Mongar Cooper Building Services, LLC Frederick, MD (301) 703‐8697

Fares Alsabe Fort Myer Construction Corporation Washington, DC (202) 636‐9535 (x2816)

John Murdock Total Automation Group East (TAGeast) Sterling, VA (703) 663‐8711

Brett Wolter ARGO Systems, LLC Hanover, MD (410)768‐2444

Kerry O'Shanick ARGO Systems, LLC Hanover, MD (410)768‐2444

Jeff Martin ABEL FENCE LLC Wrightsville PA (717) 252‐2946

Jeff Lundy Hercules Fence Manassas Park, VA 703‐551‐2609

Gregory George Stone Hercules Fence Manassas Park, VA 703‐551‐2609

Adam Farrell Whiting‐Turner Baltimore, MD (410) 365‐5183

Ethan Doyle Hinds Jr. A1 American Fence Orange, Texas (409) 883‐8986

Mark Knetzer DXI Construction Churchville, MD (443) 412‐ 1052

Dan Mead Edifice Solutions Beltsville, MD (202) 350‐4929

Ronald Edejer W.M. Schlosser Company Hyattsville, MD (240) 455‐1498

Mark Pysell Laurita Inc. Morgantown WV (304) 288‐1430

Kenneth M. White Ameristar Perimeter Security USA Inc Tulsa, OK (918) 760‐0319

William Peter D'Amico III Corinthian Contractors Inc. Upper Marlboro, MD 240‐691‐4268

Maria Hester Moss Cape, LLC. Chantilly, VA 703‐234‐2737

Vivek Gowda Moss Cape, LLC. Chantilly, VA 703‐234‐2737

Trish Mousavizadegan, Sagres Construction Alexandria, VA 703‐924‐7220

Andrew Skidmore John C. Grimberg Co., Inc. Rockville, MD 301‐881‐5120

Clay Howe John C. Grimberg Co., Inc. Rockville, MD 301‐881‐5120

Matt Goodman Whiting‐Turner Baltimore, MD (240) 630‐8009

Nathan Shields Whiting‐Turner Baltimore, MD

Site Visit for JBM‐HH Security Fence Project

14 Aug 2018, Building 313