A.8.6_Am-0008_Specs.pdf

Multiple Award Task Order Contract (MATOC) for Design-Bid-Build (DBB) Construction Services, Okinawa, Japan

Section 00 10 00 Solicitation, Contract Line Item Number (CLIN) Schedule Section 00 21 00 Instructions Section 00 22 00 Proposal Submission Requirements Section 00 22 16 Evaluation Factors for Award Section 00 45 00 Representations and Certifications Section 00 70 00 Conditions of the Contract Section 00 73 00 Supplementary Conditions Section 00 90 01 Task Order Specific Provisions (for the seed project)

Division 01, General Requirements for the Basic Contract

TAKASHI HORIUCHI 046-407-8831 (Direct) e-mail: takashi.horiuchi.ln@usace.army.mil

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

27-Aug-2015

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance within _______15 calendar days and complete it within ________* calendar days after receiving award, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________*52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________ See 00 22 00 copies to perform the work required are due at the place specified in Item 8 by ___________ local time ______________ 4-Feb-2016 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

U.S. ARMY ENGINEER DISTRICT, JAPAN

ATTN: CONTRACTING DIVISION

BLDG 250, ROOM 147, CAMP ZAMA,

ZAMA-SHI, KANAGAWA-KEN 252-8511)

W912HV

PAGE OF PAGES

CODE W912HV

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour) Sealed envelopes containing offers

SEE ITEM 7

Hand-carried proposals shall be delivered to Room 147.

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: 046-252-0994 (Main) TEL: FAX:

W912HV-15-R-0027

NO PAYMENT BOND REQUIRED

Division 02 thru 34 Technical Specifications (for the seed project) Division 01, General Requirements (for the seed project)

Drawings (for the seed project)

JAPAN

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00 70 00 – 22 (Am-0008)

CLAUSES INCORPORATED BY REFERENCE

252.245-7001 Tagging, Labeling, and Marking of

Government-Furnished Property

APR 2012

252.245-7002 Reporting Loss of Government Property APR 2012 252.245-7003 Contractor Property Management System

Administration

APR 2012

252-245-7004 Reporting, Reutilization, and Disposal MAR 2015

00 73 00 – 13

(1) The Government may require and direct the Contractor to provide performance bond protection when individual task orders are issued.

(2) Task orders priced at or under ¥16,500,000 do not require a performance bond.

(3) For task orders requiring a performance bond, the Contractor shall furnish to the

Government all executed bonds (Standard Form 25), including any necessary reinsurance agreements, to the Contracting Officer, within seven (7) calendar days from the date of receipt of the task order, or otherwise specified by the Contracting Officer, but in any event, before starting work through issuance by the Contracting Officer of a Notice to Proceed (for each task order).

22. PAYMENTS UNDER TASK ORDERS

a. PROGRESS PAYMENTS: In accordance with the clause entitled “PAYMENTS UNDER FIXED PRICE CONSTRUCTION CONTRACTS”, FAR 52.232-5, payments to the Contractor shall be made for the actual quantities of work performed by the Contractor and accepted by the Government under specific TASK ORDERS issued by the Contracting Officer or his/her authorized representative. Solely for the purpose of the aforementioned clause, each TASK ORDER shall be considered a separate division of the work.

b. FINAL PAYMENTS:

(1) Upon satisfactory completion by the Contractor and acceptance by the Contracting Officer of the work done by the Contractor under individual task orders, the Contractor shall be paid the balance of any money due for the work under that TASK ORDER, including any retained percentages relating to that order.

(2) Notwithstanding any other provision in this contract, before final payment of each task order issued under this contract, or before settlement upon termination of the task order, and as a condition precedent thereto, the Contractor shall execute and deliver to the Contracting Officer, a release of claims against the government arising under or by virtue of task orders under this contract, other than any claims that are specifically excepted by the Contractor from the operation of the release in amounts stated in the release. [0236-4515-rqt Jun 97]

23. AWARD OF TASK ORDERS UNDER MULTIPLE AWARD CONTRACTS

a. More than one contract is being awarded for the same scope of work as this contract.

Each contractor will be afforded a fair opportunity to be considered for each task (or delivery) order in excess of the YEN equivalent of $3,500, unless one of the conditions in paragraph (d) below applies.

00 73 00 – 14

b. The Government reserves the right to issue additional solicitations and award additional contracts within the region covered by this contract.

c. The Government will consider one or more of the following factors when evaluating contractor’s proposals for each task order:

(1) Proposed price

(2) Proposed schedule

(3) Proposed technical details/solution

(4) Past performance

(5) Innovation proposed in design

The Government will identify all factors and the relative weight of the factors in the RFP for each task order.

d. In accordance with FAR 16.505(b)(2), awardees need not be given an opportunity to be considered for a particular order in excess of the YEN equivalent of $3,500 under multiple delivery order contracts or multiple task order contracts if the Contracting Officer determines that-

(1) The agency need for such supplies or services is such urgency that providing such opportunity would result in unacceptable delays;

(2) Only one such awardee is capable of providing such services required at the level of quality required because the services ordered are unique or highly specialized;

(3) The order should be issued on a sole-source basis in the interest of economy and efficiency as a logical follow-on to a task order already issued under this contract, provided that all multi-awardees were given fair opportunity to be considered for the original order; or

(4) It is necessary to place an order to satisfy a minimum guarantee.

e. If the contractor believes it was not fairly considered for a particular task order (or delivery) order, the contractor may present a complaint to the Contracting Officer. The contractor may appeal the explanation or decision of the Contracting Officer to the USACE Ombudsman. The following individuals have been appointed as primary ombudsman and secondary ombudsman respectively for USACE.

Primary:

Denver S. Heath 1100 Commerce Street, Suite 840 Dallas, TX 75242-0216 TEL 469-487-7151 or 817-673-7102 E-MAIL denver.s.heath@usace.army.mil j2ctcth9 Highlight

00 73 00 – 15

Secondary:

Jacqueline C. Woodson 7701 Telegraph Road Alexandria VA 22315

TEL 703-428-6323

E-MAIL jacqueline.c.woodson@usace.army.mil

The Ombudsman will review the contractor’s complaint, and in coordination with the Contracting Officer, ensure that the contractor was afforded a fair opportunity to be considered for the task order.

f. Post-award debriefing for task orders in excess of the YEN equivalent of $5.5M will be given to requesting contractors.

g. Protests are authorized in connection with a task order exceeding the YEN equivalent of $10,000,000. The Government Accountability Office (GAO) will have exclusive jurisdiction over such protests.

24. OMBUDSMAN (OCT 2015). Task and Delivery Order Ombudsman. IAW FAR

16.505 (B)(6) referring to FAR Part 16 "Ordering." The head of the agency has designated a task-order contract and delivery-order contract ombudsman. The ombudsman must review complaints from contractors and ensure that they are afforded a fair opportunity to be considered, consistent with the procedures in the contract. The ombudsman is a senior agency official who is independent of the contracting officer and may be the agency’s competition advocate.

Primary:

USACE Task and Delivery Order Ombudsman Ms. Jacqueline C. Woodson Acquisition Support Division U.S. Army Corps of Engineers 7701 Telegraph Road, Casey Building, Room 2115 Alexandria, VA 22315 Phone: 703-428-6323 Email: Jacqueline.C.Woodson@usace.army.mil j2ctcth9 Highlight j2ctcth9 Highlight

P801 LHD Practice Site Improvements, Ie Shima, Okinawa

00 90 01 – 3

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

See Sheet G-002.

(End of clause)

6. SECTION 00 73 00 – SUPPLEMENTARY CONDITIONS

Add Attachment, Appendix “C” Sketch of Site, attached to this task order.

7. SECTION 00 73 15.01 GOVERNMENT FIELD OFFICE

Add Section 00 73 15.01 attached to this task order.

8. DIVISION 1, GENERAL REQUIREMENTS – REVISIONS

Division 1 of the basic MATOC applies except as revised in this section.

a. SECTION 01 10 00.70 33 DESCRIPTION OF WORK (GENERAL)

No revisions.

b. SECTION 01 10 00.72 33 DESCRIPTION OF WORK (DESIGN-BID-BUILD)

c. SECTION 01 10 26.70 33 CONTRACT ADMINISTRATION DATA

Replace in its entirety with Section 01 10 26.70 33 attached to this task order.

d. SECTION 01 10 26 70 34 CONTRACT ADMINISTRATION-HNC

e. SECTION 01 11 00.70 33 GENERAL CONTRACT REQUIREMENTS (ZUKERAN

RO)

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00 90 01 – 4

f. SECTION 01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

Add Section 01 20 00.00 20 attached to this task order.

g. SECTION 01 32 01.00 10 PROJECT SCHEDULE

h. SECTION 01 33 00.70 33 SUBMITTAL PROCEDURES

Add Submittal Register attached to this task order.

i. Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS

j. SECTION 01 45 00.00 10 QUALITY CONTROL

k. 01 45 00.10 10 USACE QUALITY CONTROL SYSTEM (QCS)

l. SECTION 01 45 00.10 20 QUALITY CONTROL (FOR MINOR CONSTRUCTION)

m. SECTION 01 56 00 ENVIRONMENTAL PROTECTION

Add Section 01 56 00 attached to this task order.

n. Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION

o. Section 01 78 00 CLOSEOUT SUBMITTALS

p. Section 01 78 23 OPERATION AND MAINTENANCE DATA

00 90 01 – 5

9. DIVISION 02 THRU 34 AND DRAWINGS

Technical specifications along with the drawings are attached and added as part of this task order.

15 3030 60 90

P801 LHD Practice Site Improvements, Ie Shima, Okinawa

Section 00 73 00 Attachment, Appendix "C" Sketch of Site

00 73 00 ATT APP "C" - 1

AM#8 P801 LHD PRACTICE SITE OKA001

OKINAWA, JAPAN

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 41 00

DEMOLITION AND DECONSTRUCTION

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT DESCRIPTION

1.2.1 Demolition/Deconstruction Plan

1.2.2 General Requirements

1.3 ITEMS TO REMAIN IN PLACE

1.3.1 Existing Construction Limits and Protection

1.3.2 Weather Protection

1.3.3 Utility Service

1.3.4 Facilities

1.4 BURNING

1.5 SUBMITTALS

1.6 QUALITY ASSURANCE

1.6.1 Dust and Debris Control

1.7 PROTECTION

1.7.1 Traffic Control Signs

1.7.2 Protection of Personnel

1.8 RELOCATIONS

1.9 EXISTING CONDITIONS

PART 2 PRODUCTS

2.1 FILL MATERIAL

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

3.1.1 Structures

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

3.1.2.2 Disconnecting Existing Utilities

3.1.3 Airfield Lighting System

3.1.4 AM2 Matting

3.1.4.1 AM2 General Information

3.1.4.2 Installation Responsibilities

3.1.4.3 Contractor Responsibilities

3.1.5 Structural Steel

3.1.6 Miscellaneous Metal

3.1.7 Air Conditioning Equipment

3.1.8 Locksets on Swinging Doors

3.1.9 Mechanical Equipment and Fixtures

3.1.9.1 Piping

3.1.9.2 Fixtures, Motors and Machines

3.1.10 Electrical Equipment and Fixtures

3.1.10.1 Fixtures

Section 02 41 00 Page 1

3.1.10.2 Electrical Devices

3.1.10.3 Wiring Ducts or Troughs

3.1.10.4 Conduit and Miscellaneous Items

3.1.11 Items With Unique/Regulated Disposal Requirements

3.2 CONCURRENT EARTH-MOVING OPERATIONS

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

3.3.2 Reuse of Materials and Equipment

3.3.3 Salvaged Materials and Equipment

3.3.4 Unsalvageable and Non-Recyclable Material

3.4 CLEANUP

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Regulation of Removed Materials

3.5.2 Burning on Government Property

3.5.3 Removal to Spoil Areas on Government Property

3.5.4 Removal from Government Property

3.6 REUSE OF SALVAGED ITEMS

3.7 ATTACHMENT

ATTACHMENTS:

AM-2 Matting diagram

Existing tower photos

-- End of Section Table of Contents --

Section 02 41 00 Page 2

(Am-0008)

SECTION 02 41 00

DEMOLITION AND DECONSTRUCTION

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.6 (2006) Safety Requirements for Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2007; Rev K) Obstruction Marking and Lighting

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

1.2 PROJECT DESCRIPTION

1.2.1 Demolition/Deconstruction Plan

Prepare a Demolition Plan and submit proposed salvage, demolition, deconstruction, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, and airfield lighting, a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Identify components and materials to be salvaged for reuse or recycling with reference to paragraph Existing Facilities to be Removed. Append tracking forms for all removed materials indicating type, quantities, condition, destination, and end use. Coordinate with Waste Management Plan. Provide procedures for safe conduct of the work in accordance with EM 385-1-1.

Plan shall be approved by Contracting Officer prior to work beginning.

1.2.2 General Requirements

Do not begin demolition or deconstruction until authorization is received from the Contracting Officer. The work of this section is to be performed in a manner that maximizes the value derived from the salvage and recycling

Section 02 41 00 Page 3 of materials. The work includes demolition, deconstruction, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer.

Coordinate the work of this section with all other work indicated.

Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Do not overload structural elements . Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

1.3.2 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and workmen ready to provide adequate and temporary covering of exposed areas.

1.3.3 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor .

1.3.4 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Contracting Officer. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any

Section 02 41 00 Page 4 cutting, removal, deconstruction, or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted . Where burning is permitted, adhere to federal, state, and local regulations.

1.5 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Existing Conditions

SD-07 Certificates

Demolition Plan; G

Notification; G

SD-11 Closeout Submittals

1.6 QUALITY ASSURANCE

Submit timely notification of demolition deconstruction projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61, Subpart M. Notify the local air pollution control district/agency and the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61, Subpart M. Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSE/SAFE A10.6. Comply with the Environmental Protection Agency requirements specified. Use of explosives will not be permitted.

1.6.1 Dust and Debris Control

Prevent the spread of dust and debris on airfield pavements and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Sweep pavements as often as necessary to control the spread of debris that may result in foreign object damage potential to aircraft.

1.7 PROTECTION

1.7.1 Traffic Control Signs

a. Where aircraft safety is endangered in the area of removal work, use traffic barricades with flashing lights. Anchor barricades in a manner to prevent displacement by wind, jet or prop blast. Notify the

Section 02 41 00 Page 5

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Contracting Officer prior to beginning such work.

Provide a minimum of 2 FAA type L-810 steady burning red obstruction lights on temporary structures (including cranes) over 30 m, but less than 60 m above ground level. The use of LED based obstruction lights are not permitted. For temporary structures (including cranes) over 60 m above ground level provide obstruction lighting in accordance with FAA AC 70/7460-1. Light construction and installation shall comply with FAA AC 70/7460-1. Lights shall be operational during periods of reduced visibility, darkness, and as directed by the Contracting Officer. Maintain the temporary services during the period of construction and remove only after permanent services have been installed and tested and are in operation.

1.7.2 Protection of Personnel

Before, during and after the demolition and deconstruction work continuously evaluate the condition of the structure being demolished and deconstructed and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or perform other work in the immediate area.

1.8 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.9 EXISTING CONDITIONS

Before beginning any demolition or deconstruction work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs sized 100 mm will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results. See attached photos, end of specification.

PART 2 PRODUCTS

2.1 FILL MATERIAL

a. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill basements, voids, depressions or excavations resulting from demolition or deconstruction of structures. Fill material shall be waste products from demolition or deconstruction until all waste appropriate for this purpose is consumed.

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(Am-0008)

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Existing construction scheduled to be removed for reuse shall be disassembled.

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified.

Materials shall be designated for reuse onsite whenever possible.

3.1.1 Structures

a. Remove existing structures indicated to be removed to depth required by pavements sections.

b. Demolish structures in a systematic manner from the top of the structure to the ground. Complete demolition work above each tier or floor before the supporting members on the lower level are disturbed.

Demolish concrete and masonry walls in small sections. Remove structural framing members and lower to ground by means of derricks, platforms hoists, or other suitable methods as approved by the Contracting Officer.

c. Locate demolition and deconstruction equipment throughout the structure and remove materials so as to not impose excessive loads to supporting walls, floors, or framing.

d. Building, or the remaining portions thereof, not exceeding 25 m in height may be demolished by the mechanical method of demolition.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition or deconstruction work until all utility disconnections have been made.

Shut off and cap utilities for future use, as indicated.

3.1.2.2 Disconnecting Existing Utilities

Remove existing utilities , as indicated and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area. Remove meters and related equipment and deliver to a location on the station in accordance with instructions of the Contracting Officer.

3.1.3 Airfield Lighting System

Existing airfield lighting system (AFL) shall be removed by the installation prior to AM-2 matting deconstruction. If any portion of the lighting system remains under the matting it shall be salvaged and provided to installation as directed by the Contracting Officer. The removal

Section 02 41 00 Page 7

(Am-0008) shall be under supervision of the USMC.

3.1.4 AM2 Matting

There are 21,672 of 12 ft x 2ft sheets and 1512 of 6 ft x 2 ft sheeets. AM2 matting shall be salvaged. Deconstruct the AM2 matting under the supervision of USMC. Mats shall be sorted as serviceable or non-serviceable and stored as directed by the Contracting Officer.

The contractor will be responsible for movement of all AM-2 to stagging area near tower of the C-130 runway. No AM-2 will remain with the contractor or be disposed of by the contractor.

3.1.4.1 AM2 General Information

AM2 matting is a system of interlocking aluminum panels used to cover staging areas and taxiways on forward operating airfields also referred to as Expeditionary Airfield Systems (EAF). Each full sheet is 12'X2' and weighs 150 lbs. A half sheet is 6'X2' and weighs 75 lbs. Thickness is 1.5".

A full row consists of 4 full and 1 half sheet, offset so they are staggered.

Laid from right to left with each sheet locked to gather be locking bar which is removed by using vice-grips and 2lb hammer. The sides of the mat panels are constructed to interlock with a rotating motion. The end connectors are arranged with the prongs up on one end and down on the other (fig. 11-1, section A-A). By placing the end connector of one mat properly over the end connector of the previous mat, you can form a continuous layer of matting. A flat-locking bar is then inserted into the slot common to the two mats to form a nonseparable joint.

See attached diagram.

3.1.4.2 Installation Responsibilities

* Detachment of all deck lighting attached to the AM-2 surface.

* Detach edge clamps and pulls stakes.

* Removal of both MWSS-172 L-95(s) and regulator ISO.

* EAF, 7011 MOS Marines to assist, instruct, and supervise contracted labor as required during the removal process.

* Provide class on proper removal, stacking, and staging of the AM-2.

* Mark all bad AM-2 with a red (X) to identify AM-2 for sorting.

* Supply container for locking bars once removed.

* The MWSS will provide the tools required to cut, tension, and crimp banding of the stacks by the contracted labor.

3.1.4.3 Contractor Responsibilities

* Removal of AM-2 matting.

* During removal, stack AM-2 in stacks of 18 sheets with two belly bands. Strapping, ASTM D3953, TY I, HD, zinc coated, GR 2 (.035 x 1.25) and Crimp to hold banding together: SEAL, ASTM D3953, CL H, FIN B, GR 2, TY 0, STY II. Each stack of 18 would approximatly require 18ft of banding and 2 Crimps (Seal).

* The AM-2 will be marked with red (X) to allow for proper sorting during the removal process.

* Stage Am-2 stacks near C-130 airfield Tower on dunnage (3 feet long 4x4 Treated wood).

3.1.5 Structural Steel

Dismantle structural steel at field connections and in a manner that will

Section 02 41 00 Page 8

(Am-0008) j2ctcth9 Highlight j2ctcth9 Highlight prevent bending or damage. Salvage for recycle structural steel, steel joists, girders, angles, plates, columns and shapes. Flame-cutting torches are permitted when other methods of dismantling are not practical.

Transport steel joists and girders as whole units and not dismantled.

Transport structural steel shapes to a designated area as directed by the Contracting Officer, stacked according to size, type of member and length, and stored off the ground, protected from the weather.

3.1.6 Miscellaneous Metal

Salvage shop-fabricated items such as access doors and frames, steel gratings, metal ladders, wire mesh partitions, metal railings, metal windows and similar items as whole units. Salvage light-gage and cold-formed metal framing, such as steel studs, steel trusses, metal gutters, roofing and siding, metal toilet partitions, toilet accessories and similar items. Scrap metal shall become the Contractor's property.

Recycle scrap metal as part of demolition and deconstruction operations.

Provide separate containers to collect scrap metal and transport to a scrap metal collection or recycling facility, in accordance with the Waste Management Plan.

3.1.7 Air Conditioning Equipment

Remove air conditioning, refrigeration, and other equipment containing refrigerants without releasing chlorofluorocarbon refrigerants to the atmosphere in accordance with the JEGS.

3.1.8 Locksets on Swinging Doors

Remove all locksets from all swinging doors indicated to be removed and disposed of. Deliver the locksets and related items to a designated location for receipt by the Contracting Officer after removal.

3.1.9 Mechanical Equipment and Fixtures

Disconnect mechanical hardware at the nearest connection to existing services to remain, unless otherwise noted. Disconnect mechanical equipment and fixtures at fittings. Remove service valves attached to the unit. Salvage each item of equipment and fixtures as a whole unit; listed, indexed, tagged, and stored. Salvage each unit with its normal operating auxiliary equipment. Transport salvaged equipment and fixtures, including motors and machines, to a designated storage area as directed by the Contracting Officer. Do not remove equipment until approved. Do not offer low-efficiency equipment for reuse.

3.1.9.1 Piping

Disconnect piping at unions, flanges and valves, and fittings as required to reduce the pipe into straight lengths for practical storage. Store salvaged piping according to size and type. If the piping that remains can become pressurized due to upstream valve failure, end caps, blind flanges, or other types of plugs or fittings with a pressure gage and bleed valve shall be attached to the open end of the pipe to ensure positive leak control. Carefully dismantle piping that previously contained gas, gasoline, oil, or other dangerous fluids, with precautions taken to prevent injury to persons and property. Store piping outdoors until all fumes and residues are removed. Box prefabricated supports, hangers, plates, valves, and specialty items according to size and type. Wrap sprinkler heads individually in plastic bags before boxing. Classify piping not designated

Section 02 41 00 Page 9 for salvage, or not reusable, as scrap metal.

3.1.9.2 Fixtures, Motors and Machines

Remove and salvage fixtures, motors and machines associated with plumbing, heating, air conditioning, refrigeration, and other mechanical system installations. Salvage, box and store auxiliary units and accessories with the main motor and machines. Tag salvaged items for identification, storage, and protection from damage. Classify broken, damaged, or otherwise unserviceable units and not caused to be broken, damaged, or otherwise unserviceable as debris to be disposed of by the Contractor.

3.1.10 Electrical Equipment and Fixtures

Salvage motors, motor controllers, and operating and control equipment that are attached to the driven equipment. Salvage wiring systems and components. Box loose items and tag for identification. Disconnect primary, secondary, control, communication, and signal circuits at the point of attachment to their distribution system.

3.1.10.1 Fixtures

Remove and salvage electrical fixtures. Salvage unprotected glassware from the fixture and salvage separately. Salvage incandescent, mercury-vapor, and fluorescent lamps and fluorescent ballasts manufactured prior to 1978, boxed and tagged for identification, and protected from breakage.

3.1.10.2 Electrical Devices

Remove and salvage switches, switchgear, transformers, conductors including wire and nonmetallic sheathed and flexible armored cable, regulators, meters, instruments, plates, circuit breakers, panelboards, outlet boxes, and similar items. Box and tag these items for identification according to type and size.

3.1.10.3 Wiring Ducts or Troughs

Remove and salvage wiring ducts or troughs. Dismantle plug-in ducts and wiring troughs into unit lengths. Remove plug-in or disconnecting devices from the busway and store separately.

3.1.10.4 Conduit and Miscellaneous Items

Salvage conduit except where embedded in concrete or masonry. Consider corroded, bent, or damaged conduit as scrap metal. Sort straight and undamaged lengths of conduit according to size and type. Classify supports, knobs, tubes, cleats, and straps as debris to be removed and disposed.

3.1.11 Items With Unique/Regulated Disposal Requirements

Remove and dispose of items with unique or regulated disposal requirements in the manner dictated by law or in the most environmentally responsible manner.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

Do not begin excavation, filling, and other earth-moving operations that are sequential to demolition or deconstruction work in areas occupied by

Section 02 41 00 Page 10 structures to be demolished or deconstructed until all demolition and deconstruction in the area has been completed and debris removed. Fill holes, open basements and other hazardous openings.

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, shall become the property of the Contractor and shall be removed from Government property. Title to materials resulting from demolition and deconstruction, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer of the Contractor's demolition, deconstruction, and removal procedures, and authorization by the Contracting Officer to begin demolition and deconstruction. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award. Showing for sale or selling materials and equipment on site is prohibited.

3.3.2 Reuse of Materials and Equipment

Remove and store materials and equipment indicated in contract to be reused or relocated to prevent damage, and reinstall as the work progresses.

3.3.3 Salvaged Materials and Equipment

Remove materials and equipment that are indicated in contract to be removed by the Contractor and that are to remain the property of the Government, and deliver to a storage site , as directed within installation.

a. Salvage items and material to the maximum extent possible.

b. Store all materials salvaged for the Contractor as approved by the Contracting Officer and remove from Government property before completion of the contract. On site sales of salvaged material is prohibited.

c. Remove salvaged items to remain the property of the Government in a manner to prevent damage, and packed or crated to protect the items from damage while in storage or during shipment. Items damaged during removal or storage must be repaired or replaced to match existing items. Properly identify the contents of containers. Deliver the following items reserved as property of the Government to the areas designated.

d. Remove historical items in a manner to prevent damage. Deliver the following historical items to the Government for disposition: Corner stones, contents of corner stones, and document boxes wherever located on the site.

f. Remove and capture all Class I ODS refrigerants in accordance with the Clean Air Act Amendment of 1990, and turn in to the Navy as directed by the Commanding Officer.

3.3.4 Unsalvageable and Non-Recyclable Material

Dispose of unsalvageable and non-recyclable combustible material off the

Section 02 41 00 Page 11 site.

3.4 CLEANUP

Remove debris and rubbish from basement and similar excavations. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified in the Waste Management Plan.

3.5.2 Burning on Government Property

Burning of materials removed from demolished and deconstructed structures will not be permitted on Government property.

3.5.3 Removal to Spoil Areas on Government Property

Transport noncombustible materials removed from demolition and deconstruction structures to designated spoil areas on Government property.

3.5.4 Removal from Government Property

Transport waste materials removed from demolished and deconstructed structures, except waste soil, from Government property for legal disposal. Dispose of waste soil as directed.

3.6 REUSE OF SALVAGED ITEMS

Recondition salvaged materials and equipment designated for reuse before installation. Replace items damaged during removal and salvage operations or restore them as necessary to usable condition.

3.7 ATTACHMENT

AM-2 Matting diagram Existing tower photos

-- End of Section --

Section 02 41 00 Page 12

(Am-0008)

AM-2 Characteristics

• Sides of the mat panels are constructed to interlock with a rotating motion

• End connectors are arranged with the prongs up on one end and down on the other

• Placing the end connector of one mat over the end connector of the previous mat, a continuous layer of matting is formed

• Sides of the matting are designed to interlock in a rotating motion

• A flat locking bar is inserted into a slot common to the two mats to form a non-separable joint

AM-2 Accessories

• Edge Clamps

– Attached to the matting

– Used in conjunction with stakes, LEAs, and DEAs

AM-2 Accessories

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AM#8 P801 LHD PRACTICE SITE

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Section 02 41 00 Attch 2 Page 1 of 2

In te rio r o f c ab , l oo ki ng N

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AM#8 P801 LHD PRACTICE SITE

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Section 02 41 00 Attch 2 Page 2 of 2

SECTION TABLE OF CONTENTS

DIVISION 03 - CONCRETE

SECTION 03 15 00.00 10

CONCRETE ACCESSORIES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 CONTRACTION JOINT STRIPS

2.2 PREFORMED EXPANSION JOINT FILLER

2.3 SEALANT

2.3.1 Preformed Polychloroprene Elastomeric Type

2.3.2 Lubricant for Preformed Compression Seals

2.3.3 Field-Molded Type

2.4 WATERSTOPS

2.4.1 Non-Metallic Materials

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Contraction Joints

3.1.1.1 Joint Strips

3.1.1.2 Sawed Joints

3.1.2 Expansion Joints

3.1.3 Joint Sealant

3.1.3.1 Joints With Preformed Compression Seals

3.1.3.2 Joints With Field-Molded Sealant

3.2 WATERSTOPS, INSTALLATION AND SPLICES

3.2.1 Non-Metallic

3.2.1.1 Rubber Waterstop

3.2.1.2 Polyvinyl Chloride Waterstop

3.2.1.3 Quality Assurance

3.2.2 Non-Metallic Hydrophilic Waterstop Installation

3.2.3 Preformed Plastic Adhesive Installation

3.3 CONSTRUCTION JOINTS

-- End of Section Table of Contents --

Section 03 15 00.00 10 Page 1

(Am-0008)

SECTION 03 15 00.00 10

CONCRETE ACCESSORIES

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

Contractor can substitute compatible JIS/Other Japanese standards for non-Japanese standard, if approved by the Contracting Officer.

AMERICAN HARDBOARD ASSOCIATION (AHA)

AHA A135.4 (1995; R 2004) Basic Hardboard

ASTM INTERNATIONAL (ASTM)

ASTM C919 (2012) Use of Sealants in Acoustical Applications

ASTM C920 (2014a) Standard Specification for Elastomeric Joint Sealants

ASTM D1751 (2004; E 2013; R 2013) Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)

ASTM D1752 (2004a; R 2008) Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion

ASTM D2628 (1991; R 2011) Standard Specification for Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements

ASTM D2835 (1989; R 2012) Lubricant for Installation of Preformed Compression Seals in Concrete Pavements

ASTM D471 (2012a) Standard Test Method for Rubber Property - Effect of Liquids

ASTM D5249 (2010) Backer Material for Use with Cold-and Hot-Applied Joint Sealants in Portland-Cement Concrete and Asphalt Joints

Section 03 15 00.00 10 Page 2

(Am-0008) j2ctcth9 Highlight

U.S. ARMY CORPS OF ENGINEERS (USACE)

COE CRD-C 513 (1974) Corps of Engineers Specifications for Rubber Waterstops

COE CRD-C 572 (1974) Corps of Engineers Specifications for Polyvinylchloride Waterstops

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Waterstops; G

SD-03 Product Data

Preformed Expansion Joint Filler Sealant Waterstops

SD-04 Samples

Lubricant for Preformed Compression Seals Field-Molded Type Non-metallic Materials Waterstops

SD-07 Certificates

Preformed Expansion Joint Filler Sealant Waterstops

1.3 DELIVERY, STORAGE, AND HANDLING

Protect material delivered and placed in storage off the ground from moisture, dirt, and other contaminants. Deliver sealants in the manufacturer's original unopened containers. Remove sealants from the site whose shelf life has expired.

PART 2 PRODUCTS

2.1 CONTRACTION JOINT STRIPS

Contraction joint strips shall be 3 mm thick tempered hardboard conforming to AHA A135.4, Class 1. In lieu of hardboard strips, rigid polyvinylchloride (PVC) or high impact polystyrene (HIPS) insert strips specifically designed to induce controlled cracking in slabs on grade may be used. Such insert strips shall have removable top section.

Section 03 15 00.00 10 Page 3

2.2 PREFORMED EXPANSION JOINT FILLER

Expansion joint filler shall be preformed material conforming to ASTM D1751 or ASTM D1752. Unless otherwise indicated, filler material shall be 10 mm thick and of a width applicable for the joint formed. Backer material, when required, shall conform to ASTM D5249.

2.3 SEALANT

Joint sealant shall conform to the following:

2.3.1 Preformed Polychloroprene Elastomeric Type

ASTM D2628.

2.3.2 Lubricant for Preformed Compression Seals

ASTM D2835. Submit a piece not less than 3 m of 25 mm nominal width or wider seal or a piece not less than 4 m of compression seal less than 25 mm nominal width. Provide one L of lubricant.

2.3.3 Field-Molded Type

ASTM C920. Sealant shall be Type M, Grade P or NS, Class 25, Use T for horizontal joints. Type M, Grade NS, Class 25, Use NT for vertical joints.

Bond breaker material shall be polyethylene tape, coated paper, metal foil or similar type materials. The back-up material shall be compressible, non-shrink, nonreactive with sealant, and non-absorptive material type such as extruded butyl or polychloroprene rubber. Submit Four liters of field-molded sealant and one L of primer (when primer is recommended by the sealant manufacturer) identified to indicate manufacturer, type of material, quantity, and shipment or lot represented.

2.4 WATERSTOPS

Shop fabricate intersection and change of direction waterstops. Submit a sample of each material consisting of a piece not less than 300 mm long cut from each 60 m of finished waterstop furnished, but not less than a total of

1.2 linear meters of each type and size furnished. For spliced segments of waterstops to be installed in the work, furnish one spliced sample of each size and type for every 50 splices made in the factory and every 10 splices made at the job site for inspection and testing. Make the spliced samples using straight run pieces with the splice located at the mid-length of the sample and finished as required for the installed waterstop. The total length of each spliced sample shall be not less than 300 mm long.

Submit waterstop materials and splice samples for inspection and testing identified to indicate manufacturer, type of material, size and quantity of material and shipment represented.

2.4.1 Non-Metallic Materials`

Non-metallic waterstops shall be manufactured from a prime virgin resin;

reclaimed material is not acceptable. The compound shall contain plasticizers, stabilizers, and other additives to meet specified requirements. Rubber waterstops shall conform to COE CRD-C 513.

Polyvinylchloride waterstops shall conform to COE CRD-C 572. Thermoplastic elastomeric rubber waterstops shall conform to ASTM D471. Submit a piece not less than 300 mm long cut from each 61 m of finished waterstop furnished, but not less than a total of 1 m of each type, size, and lot

Section 03 15 00.00 10 Page 4

(Am-0008) furnished. One splice sample of each size and type for every 50 splices made in the factory and every 10 splices made at the job site. Make the splice samples using straight run pieces with the splice located at the mid-length of the sample and finished as required for the installed waterstop. The total length of each splice shall be not less than 300 mm long.

PART 3 EXECUTION

3.1 INSTALLATION

Joint locations and details, including materials and methods of installation of joint fillers and waterstops, shall be as specified and indicated. In no case shall any fixed metal be continuous through an expansion or contraction joint.

3.1.1 Contraction Joints

Contraction joints may be constructed by inserting tempered hardboard strips or rigid PVC or HIPS insert strips into the plastic concrete using a steel parting bar, when necessary, or by cutting the concrete with a saw after concrete has set. Make joints 3 mm to 5 mm wide and extend into the slab one-fourth the slab thickness, minimum, but not less than 25 mm.

3.1.1.1 Joint Strips

Provide strips of the required dimensions and as long as practicable.

After the first floating, groove the concrete with a tool at the joint locations. Insert the strips in the groove and depress them until the top edge of the vertical surface is flush with the surface of the slab. Float and finish the slab as specified. Working of the concrete adjacent to the joint shall be the minimum necessary to fill voids and consolidate the concrete. Where indicated, saw out the top portion of the strip after the curing period to form a recess for sealer. Discard the removable section of PVC or HIPS strips and leave the insert in place. Maintain true alignment of the strips during insertion.

3.1.1.2 Sawed Joints

Saw joints early enough to prevent uncontrolled cracking in the slab, but late enough that this can be accomplished without appreciable spalling.

Cutting shall be started as soon as the concrete has hardened sufficiently to prevent raveling of the edges of the saw cut. Cutting shall be completed before shrinkage stresses become sufficient to produce cracking.

Use concrete sawing machines that are adequate in number and power, and with sufficient replacement blades to complete the sawing at the required rate. Cut joints to true alignment and in sequence of concrete placement.

Remove sludge and cutting debris. Form reservoir for joint sealant.

3.1.2 Expansion Joints

Use preformed expansion joint filler in expansion and isolation joints in slabs around columns and between slabs on grade and vertical surfaces where indicated. Extend the filler to the full slab depth, unless otherwise indicated. neatly finish the edges of the joint with an edging tool of 3 mm radius, except where a resilient floor surface will be applied.