Solicitation_2_of_3_-_Technical_Specifications.pdf

W68MD970263287

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

W912DW-17-B-0004 FY17 MEDEVAC Aircraft Maintenance Hangar, Yakima Training Center, WA

1. The purpose of this R0001 provides for the follow ing:

(see next page)

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 25-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 W912DW-17-B-0004

X 9B. DATED (SEE ITEM 11)

22-Aug-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 is extended, X is not extended.

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

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

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

25-Aug-2017

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW-17-B-0004

R0001

W912DW-17-B-0004 FY17 MEDEVAC Aircraft Maintenance Hangar, Yakima Training Center, WA

1. The purpose of this R0001 provides for the following:

a. Specifications as attached. All else remains the same.

2. The proposal due date and time remains as Thursday, 21 Sep 2017 at 2:00 p.m. LOCAL TIME.

3. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

4. All other terms and conditions of the Solicitation remain unchanged.

Enclosures:

DIVISION 00 - PROCUREMENT & CONTRACTING REQUIREMENTS

00 73 00.pdf List of Drawings

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 11 04 SUPPLEMENTARY REQUIREMENTS FOR YAKIMA TRAINING CENTER

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

REGISTER - SUBMITTAL REGISTER

01 33 29 SUSTAINABILITY REPORTING

01 35 26 OVERNMENTAL SAFETY REQUIREMENTS

01 35 26 Preliminary Accident Notification Worksheet

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 00 Project and Safety Signs

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19-A Construction General Permit (CGP) Guidance 01 57 19-B Immediate Action Procedures for Petroleum or Chemical Spill

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 74 19 Construction & Demolition Diversion/Disposal Report Form

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 13.00.10 ASBESTOS ABATEMENT

02 83 19.13 10 LEAD-BASED PAINT ABATEMENT

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

W912DW-17-B-0004

R0001

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 30 12 ROOFING UNDERLAYMENT

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 61 15 ALUMINUM STANDING SEAM ROOFING

07 72 53 SNOW GUARDS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOOR AND FRAMES

08 34 16.10 STEEL SLIDING HANGAR DOORS

08 45 23INSULATED TRANSLUCENT FIBERGLASS PANEL WALL SYSTEM

08 51 13 FIXED ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00.METAL WALL AND LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 27 25 SAFETY STRIPING

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

YTC Medevac Hangar 17002 JBLM - Yakima Training Center, WA W912DW-17-B-0004

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 00

SPECIAL CLAUSES

11/07

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10)

1.1.1 OPTIONS FOR INCREASED QUANTITY

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12)

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (ER 415-1-15 31 OCT 89)

1.3.1 Recording daily Adverse Weather

1.4 VARIATION IN ESTIMATED QUANTITY (FAR 52.211-18)

1.5 INSURANCE - WORK ON A GOVERNMENT INSTALLATION (FAR 52.228-5)

1.5.1 REQUIRED INSURANCE IN ACCORDANCE WITH FAR 28.307-2

1.6 PERFORMANCE OF WORK BY THE CONTRACTOR (FAR 52.236-1)

1.7 KEY PERSONNEL, SUBCONTRACTORS AND OUTSIDE ASSOCIATES OR CONSULTANTS

1.8 PARTNERING

1.9 PHYSICAL DATA (FAR 52.236-4)

1.10 LAYOUT OF WORK (FAR 52.236-17)

1.11 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (UAI 31.105-101)

1.12 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (UAI 5152.232-9000)

1.13 GOVERNMENT FURNISHED DRAWINGS, SURVEYS, AND SPECIFICATIONS

1.14 GOVERNMENT FURNISHED SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION

1.15 FIELD OFFICE OVERHEAD

1.16 FIELD OFFICE OVERHEAD - PER DIEM RATE

1.17 FIELD OFFICE OVERHEAD - PERCENTAGE MARKUP

1.18 CONTRACT DRAWINGS AND SPECIFICATIONS (DOD FAR SUPP 252.236-7001)

1.19 DEVIATING FROM THE ACCEPTED DESIGN (UAI 52.236-5006)

1.20 RECOVERED MATERIALS

1.21 PROPRIETARY REFERENCES

1.22 PERFORMANCE EVALUATIONS

1.23 KEY PERSONNEL, SUBCONTRACTORS, AND OUTSIDE ASSOCIATES OR

CONSULTANTS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section Table of Contents --

DOCUMENT 00 73 00 Page 1

SECTION 00 73 00

SPECIAL CLAUSES

11/07

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10)

Commence work under this contract within 10 calendar days after the date receiving the Notice to Proceed, prosecute the work diligently, and complete the entire work ready for use not later than two hundred forty

(240) calendar days after date of receipt by Contractor of Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

1.1.1 OPTIONS FOR INCREASED QUANTITY

a. The Government may increase the quantity of work awarded by exercising one or more of the Optional Bid Item(s) at any time, or not at all, but prior to completion of the 240 calendar day contract completion period.

Notice to proceed on work Item(s) added by exercise of the option(s) will be given upon execution of consent of surety.

b. The parties hereto further agree that any option herein shall be considered to have been exercised at the time the Government deposits written notification to the Contractor in the mail.

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12)

a. If the Contractor fails to complete the work within the time specified in the Contract, or any extension, pay to the Government as liquidated damages, the sum of $1,700 for each day of delay until the work is completed or accepted.

b. If the Government terminates the Contractor's right to proceed, the resulting damages will continue to accrue until the work is completed.

These liquidated damages are in addition to excess cost of repurchase under the Termination clause.

1.3 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (ER 415-1-15 31 OCT 89)

This Paragraph specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE entitled "Default (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The actual adverse weather delays must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

DOCUMENT 00 73 00 Page 2

c. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of anticipated adverse weather delays per month is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

YAKIMA, WA MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

|JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC |

|17 11 9 4 1 1 1 1 1 4 11 14 |

1.3.1 Recording daily Adverse Weather

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)".

1.4 VARIATION IN ESTIMATED QUANTITY (FAR 52.211-18)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgment of the Contracting Officer, is justified.

1.5 INSURANCE - WORK ON A GOVERNMENT INSTALLATION (FAR 52.228-5)

a. The Contractor shall, at its expense, provide and maintain during the entire performance period of this Contract at least the kinds and minimum amounts of insurance required in the Insurance Liability Schedule or elsewhere in the Contract.

b. Before commencing work under this Contract, certify to the Contracting Officer in writing that the required insurance has been obtained. The

DOCUMENT 00 73 00 Page 3 policies evidencing required insurance shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government's interest shall not be effective:

1. For such period as the laws of the State in which this Contract is to be performed prescribe; or

2. Until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer.

c. Insert the substance of this clause, including this paragraph, in subcontracts under this Contract that require work on a Government installation and shall require subcontractors to provide and maintain the insurance required in the Schedule or elsewhere in the Contract.

Maintain a copy of all subcontractors' proofs of required insurance, and shall make copies available to the Contracting Officer upon request.

1.5.1 REQUIRED INSURANCE IN ACCORDANCE WITH FAR 28.307-2

a. Workers' compensation and employer's liability: Contractors are required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when Contract operations are so commingled with a Contractor's commercial operation that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in states with exclusive or monopolistic funds that do not permit workers' compensation to be written by private carriers.

b. General Liability:

1. The Contracting Officer shall require bodily injury liability insurance coverage written on the comprehensive form of policy of at least $500,000 per occurrence.

2. Property damage liability insurance shall be required only in special circumstances as determined by the agency.

c. Automobile liability: The Contracting Officer shall require automobile liability insurance written on the comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the Contract. Policies covering automobiles operated in the United States shall provide coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage. The amount of liability coverage on other policies shall be commensurate with any legal requirements of the locality and sufficient to meet normal and customary claims.

d. Aircraft public and passenger liability: When aircraft are used in connection with performing the Contract, the Contracting Officer shall require aircraft public and passenger liability insurance. Coverage shall be at least $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger liability, and $200,000 per occurrence for property damage. Coverage for passenger liability bodily injury shall be at least $200,000 multiplied by the number of seats or passengers, whichever is greater.

DOCUMENT 00 73 00 Page 4

e. Environmental Liability: If this contract includes the transport, treatment, storage, or disposal of hazardous material waste the following coverage is required.

Ensure the transporter and disposal facility have liability insurance if effect for claims arising out of the death or bodily injury and property damage from hazardous material/waste transport, treatment, storage and disposal, including vehicle liability and legal defense costs in the amount of $1,000,000.00 as evidenced by a certificate of insurance for General, Automobile, and Environmental Liability Coverage. Proof of this insurance shall be provided to the Contracting Officer.

1.6 PERFORMANCE OF WORK BY THE CONTRACTOR (FAR 52.236-1)

Perform on the site, and with its own organization, work equivalent to at least fifteen percent (15%) of the total amount of work to be performed under the Contract. The percentage may be reduced by a supplemental agreement to this Contract if, during performing the work, the Contractor requests a reduction and the Contracting Officer determines that the reduction would be to the advantage of the Government.

1.7 KEY PERSONNEL, SUBCONTRACTORS AND OUTSIDE ASSOCIATES OR CONSULTANTS

In connection with this contract, any in-house personnel, subcontractors, and outside associates or consultants will be limited to individuals or firms that were specifically identified as key personnel or alternates in the Contractor's accepted proposal. Obtain the Contracting Officer's written consent before making any substitution for these designated in-house personnel, subcontractors, associates, or consultants. If the Contractor proposes a substitution, it shall submit the same type of information that was submitted in the accepted proposal to the Contracting Officer for evaluation and approval. The level of qualifications and experience submitted in the accepted proposal or that required by the Solicitation, whichever is greater, is the minimum standard for any substitution.

1.8 PARTNERING

In order to most effectively accomplish this contract, the Government proposes to form a partnership with the Contractor to develop a cohesive building team. It is anticipated that this partnership would involve the Corps of Engineers, Joint Base Lewis-McChord, the Contractor, primary subcontractors and the designers. This partnership would strive to develop a cooperative management team drawing on the strengths of each team member in an effort to achieve a quality project within budget and on schedule.

This partnership would be bilateral in membership and participation will be totally voluntary. The Contractor and Government shall be responsible for their own labor and travel costs.

1.9 PHYSICAL DATA (FAR 52.236-4)

Data and information furnished or referred to below is for the Contractor's information. The Government will not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

a. Physical Conditions: The indications of physical conditions on the drawings and in the specifications are the result of site investigations by test holes shown on the drawings.

DOCUMENT 00 73 00 Page 5

b. Weather Conditions: Each bidder shall be satisfied before submitting his bid as to the hazards likely to arise from weather conditions.

Complete weather records and reports may be obtained from any National Weather Service Office.

c. Transportation Facilities: Each bidder, before submitting his bid, shall make an investigation of the conditions of existing public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress at the jobsite. The unavailability of transportation facilities or limitations thereon shall not become a basis for claims for damages or extension of time for completion of the work.

d. Right-of-Way: The right-of-way for the work covered by these specifications will be furnished by the Government. Provide right-of-way for ingress and egress across private property where necessary to gain access to the jobsite. The Contractor may use such portions of the land within the right-of-way not otherwise occupied as may be designated by the Contracting Officer.

Without expense to the Government, and at any time during the progress of the work when space is needed within the right-of-way for any other purposes, promptly vacate and clean up any part of the grounds that have been allotted, or have been in use, when directed to do so by the Contracting Officer. Keep the buildings and grounds in use in an orderly and sanitary condition. Should the Contractor require additional working space or lands for material yards, job offices, or other purposes, he shall obtain such additional lands or easements at his expense.

1.10 LAYOUT OF WORK (FAR 52.236-17)

Lay out the work from Government established base lines and benchmarks indicated on the drawings, and be responsible for all measurements in connection with the layout. Furnish, at your expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. Execute the work to the lines and grades that may be established or indicated by the Contracting Officer. Maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due, or to become due, to the Contractor.

1.11 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (UAI 31.105-101)

a. This clause does not apply to terminations. See 52.249-5000, Basis for Settlement of Proposals and FAR Part 49.

b. Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable

DOCUMENT 00 73 00 Page 6 provisions of EP 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region VIII. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

c. Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the small purchase threshold, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.12 PAYMENT FOR MATERIALS DELIVERED OFF-SITE (UAI 5152.232-9000)

a. Pursuant to FAR clause 52.232-5, Payments Under Fixed Priced Construction Contracts, materials delivered to the contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled. Payment for items delivered to locations other than the work site will be limited to:

1. materials required by the technical provisions; or

2. materials that have been fabricated to the point where they are identifiable to an item of work required under this contract.

b. Such payment will be made only after receipt of paid or receipted invoices or invoices with canceled check showing title to the items in the prime contractor and including the value of material and labor incorporated into the item. In addition to petroleum products, payment for materials delivered off-site is limited to the following items: Any other construction material stored offsite may be considered in determining the amount of a progress payment.

1.13 GOVERNMENT FURNISHED DRAWINGS, SURVEYS, AND SPECIFICATIONS

This is to clarify that Contract Clause 252.236-7001, CONTRACT DRAWINGS AND SPECIFICATIONS, refers to any Government-furnished design or design criteria included in the Request for Proposal (RFP).

1.14 GOVERNMENT FURNISHED SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION

This is to clarify that Contract Clause 252.236-21, SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, refers to any specifications and drawings

DOCUMENT 00 73 00 Page 7 furnished in the Request for Proposal (RFP). The term "specifications" refers to the design criteria or scope of work, in addition to any attached specifications.

1.15 FIELD OFFICE OVERHEAD

Notice to Offerors: You must declare below the accounting practice that you apply to contracts to calculate field office overhead for all change orders, modifications, and requests for equitable adjustment. Pursuant to Federal Acquisition Regulation (FAR) Parts 31.105(d)(3) and 31.203(d)(1), an accounting practice that varies from modification to modification is not allowable. Select one of the following:

a. If you use Time Distribution Base for Per Diem Rate practice, see Special Contract Requirement 1.35 "Field Office Overhead - Per Diem Rate".

b. If you use Direct Cost Distribution Base for a Percentage Mark-up practice, see Special Contract Requirement 1.36 "Field Office Overhead

- Percentage Markup".

c. If you choose Other Accounting Practice That is Allowed Under the FAR and That Uses a Single Distribution Base, you must describe the accounting practice in sufficient detail below to allow the Contracting Officer to determine what accounting practice is being utilized by your company and that it complies with the criteria for acceptable accounting practices as set out in FAR Parts 31.105(d)(3) and 31.203(d)(1).

1.16 FIELD OFFICE OVERHEAD - PER DIEM RATE

The Contracting Officer shall make an equitable adjustment and modify the contract in writing for any change to the contract, issued pursuant to the Changes clause or otherwise, for which the Government is responsible, and which causes either an increase or decrease in the Contractor's costs as to time or performance under the contract. Under such an equitable adjustment, the Contractor's field office overhead shall be an allowable cost, in accordance with the Contractor's accounting practice as identified by the Contractor.

Declare which standard form of accounting practice it applies to field overhead costs: if a contractor indicates that it follows a per diem basis, no overhead percentage markup rate for office overhead costs shall be allowed.

Under such an equitable adjustment, the Contractor will be reimbursed for field office overhead on a per diem basis when the completion of the contract is extended by reason of the change issued under any clause, except the Default clause, subject to the Contractor substantiating the variable expense by providing a detailed breakdown of its proposed increase or decrease of costs as required by the Contract Clause DFARS 252.236-7001 MODIFICATION OF PROPOSALS - PRICE BREAKDOWN. No payment of field office overhead on a per diem basis shall be allowed for any change when the completion of the contract is not extended by reason of the change.

1.17 FIELD OFFICE OVERHEAD - PERCENTAGE MARKUP

The Contracting Officer shall make an equitable adjustment and modify the contract in writing for any change to the contract, issued pursuant to the

DOCUMENT 00 73 00 Page 8

Changes clause or otherwise, for which the Government is responsible, and which causes either an increase or decrease in the Contractor's costs as to time or performance under the contract. Under such an equitable adjustment, the Contractor's field office overhead shall be an allowable cost, in accordance with the Contractor's accounting practice as identified by the Contractor.

Declare which standard form of accounting practice applies to field overhead costs: if a contractor indicates that it follows a percentage basis, no per diem rate for office overhead costs shall be allowed.

Under such an equitable adjustment, payment of office overhead costs shall be allowed for any change on a percentage markup basis regardless of whether the completion of the contract is, or, is not, extended by reason of the change, except for modifications issued pursuant to the Default Clause. Provide a detailed breakdown of its proposed increase or decrease of costs as required by Contract Clause DFARS 252.236-7001 MODIFICATION OF

PROPOSALS - PRICE BREAKDOWN.

1.18 CONTRACT DRAWINGS AND SPECIFICATIONS (DOD FAR SUPP 252.236-7001)

a. The Government will provide to the Contractor, without charge, one set of drawings files and contract specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

b. Upon receipt:

1. Immediately check all drawings files furnished,

2. Compare all drawings and verify the figures before laying out the work,

3. Promptly notify the Contracting Officer of any discrepancies,

4. Be responsible for any errors which might have been avoided by complying with this paragraph (b), and

5. Reproduce and print drawings and contract specifications as needed.

c. In general:

1. Large scale drawings shall govern small scale drawings; and

2. Follow figures marked on drawings in preference to scale measurements.

d. Omissions from the drawings files or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. 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 in the index of drawings attached at the end of the Special Clauses.

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1.19 DEVIATING FROM THE ACCEPTED DESIGN (UAI 52.236-5006)

a. The Contractor must obtain the approval of the Designer of Record and the Government’s concurrence for any Contractor proposed revision to the professionally stamped and sealed and Government reviewed design, before proceeding with the revision.

b. The Government reserves the right to non-concur with any revision to the design, which may impact furniture, furnishings, equipment selections or operations decisions that were made, based on the reviewed design.

c. Any revision to the design, which deviates from the contract requirements (i.e., the RFP and the accepted proposal), will require a modification, pursuant to the Changes clause, in addition to Government concurrence. The Government reserves the right to disapprove such a revision.

d. Unless the Government initiates a change to the contract requirements, or the Government determines that the Government furnished design criteria are incorrect and must be revised, any Contractor initiated proposed change to the contract requirements, which results in additional cost, shall strictly be at the Contractor's expense.

e. The Contractor shall track all approved revisions to the reviewed and accepted design and shall incorporate them into the as-built design documentation, in accordance with agreed procedures. The Designer of Record shall document its professional concurrence on the as-builts for any revisions in the stamped and sealed drawings and specifications.

1.20 RECOVERED MATERIALS

The Corps of Engineers encourages all bidders to utilize recovered materials to the maximum extent practicable. The attached APPENDIX R contains procurement guidelines for products containing recovered materials.

1.21 PROPRIETARY REFERENCES

All items specified on a brand name basis are to indicate the general type desired based on level of quality, and are not intended to restrict selection to products of any particular manufacturer.

1.22 PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201 (Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction Contractor's performance shall be evaluated throughout the performance of the Contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction Contracts awarded at or above $700,000.00, the USACE will evaluate Contractor's performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is now a web-based system. After an evaluation (interim or final) is written up by the USACE, the Contractor will have the ability to access, review and comment on the evaluation for a period of 60 days. If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

DOCUMENT 00 73 00 Page 10

1.23 KEY PERSONNEL, SUBCONTRACTORS, AND OUTSIDE ASSOCIATES OR CONSULTANTS

In connection with this contract, any in-house personnel, subcontractors, and outside associates or consultants will be limited to individuals or firms that were specifically identified in the Contractor's accepted proposal. Obtain the Contracting Officer's written consent before making any substitution for these designated in-house personnel, subcontractors, associates, or consultants. If the Contractor proposes a substitution, it shall submit the same type of information that was submitted in the accepted proposal to the Contracting Officer for evaluation and approval.

The level of qualifications and experience submitted in the accepted proposal or that required by the Solicitation, whichever is greater, is the minimum standard for any substitution.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

-- End of Section --

DOCUMENT 00 73 00 Page 11

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FY17 Medevac Hangar 17002

Yakima Training Center, WA W912DW-17-B-0004

00 73 00-A - 1

ATTACHMENT 00 73 00-A

INDEX OF DRAWINGS

DRAWING RECORD FILE NO. 20s/XXX-XX-XX, DATED: XX July 2017

PAGE# SHEET# SHEET TITLE REVISION DATE

GENERAL

1 G-001 COVER SHEET

2 G-002 DRAWING INDEX

3 G-004 CODE ANALYSIS

4 G-005 LIFE SAFETY PLAN - LEVEL 1

TOPOGRAPHIC

5 V-100 OVERALL TOPOGRAPHIC SURVEY

6 V-101 TOPOGRAPHIC SURVEY - AREA 1

7 V-102 TOPOGRAPHIC SURVEY - AREA 2

8 V-103 TOPOGRAPHIC SURVEY - AREA 3

GEOTECHNICAL

9 B-100 TEST PIT LOCATION PLAN

10 B-101 SOIL CLASSIFICATION & LOG KEY

11 B-102 TEST PIT LOG

12 B-103 TEST PIT LOG

13 B-104 TEST PIT LOG

14 B-105 TEST PIT LOG

CIVIL

15 C-001 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS

16 CD100 OVERALL DEMOLITION PLAN

17 CD101 DEMOLITION PLAN - AREA 1

18 CD102 DEMOLITION PLAN - AREA 2

19 CD103 DEMOLITION PLAN - AREA 3

20 CD104 DEMOLITION PLAN - AREA 4

21 CS100 OVERALL SITE PLAN

22 CS101 SITE PLAN - AREA 1

23 CS102 SITE PLAN - AREA 2

24 CS103 SITE PLAN - AREA 3

25 CS400 JOINTING PLAN

26 CS500 SITE DETAILS

27 CG100

OVERALL GRADING & DRAINAGE PLAN, & EROSION

CONTROL PLAN

28 CG101

GRADING, DRAINAGE, & EROSION CONTROL PLAN - AREA

29 CG102

30 CG103

31 CG200 STORM DRAIN PROFILE

32 CG500 EROSION CONTROL DETAILS

33 CU100 OVERALL UTILITY PLAN

00 73 00-A - 2

PAGE# SHEET# SHEET TITLE REVISION DATE

34 CU101 UTILITY PLAN - AREA 1

35 CU200 UTILITY PROFILE

36 CU500 UTILITY DETAILS

STRUCTURAL

37 S-001 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS

38 S-002 GENERAL NOTES

39 S-003 GENERAL NOTES

40 S-004 GENERAL NOTES

41 SD100 DEMOLITION PLAN

42 S-101 OVERALL FOUNDATION PLAN

43 S-111 OVERALL FRAMING PLAN - CRANE LEVEL

44 S-131 OVERALL ROOF FRAMING PLAN

45 S-201 FRAMING ELEVATIONS & SECTIONS

46 S-202 FRAMING ELEVATIONS & DETAILS

47 S-203 RIGID FRAME ELEVATIONS

48 S-204 RIGID FRAME ELEVATIONS & DETAILS

49 S-301 CONCRETE SECTIONS

50 S-302 CONCRETE SECTIONS

51 S-311 RIGID FRAME STEEL SECTIONS

52 S-501 TYPICAL CONCRETE DETAILS

53 S-502 TYPICAL CONCRETE DETAILS

54 S-503 TYPICAL CONCRETE DETAILS

55 S-511 TYPICAL STEEL DETAILS

56 S-512 TYPICAL STEEL DETAILS

57 S-513 STEEL DETAILS & SECTIONS

58 S-514 RIGID FRAME TYPICAL STEEL DETAILS

ARCHITECTURAL

59 A-001 ABBREVIATIONS, SYMBOLS, & GENERAL NOTES

60 AD100 OVERALL DEMOLITION FLOOR PLAN - LEVEL 1

61 A-101 OVERALL FLOOR PLAN - LEVEL 1

62 A-121 OVERALL REFLECTED CEILING PLAN

63 A-131 OVERALL ROOF PLAN

64 A-201 EXTERIOR ELEVATIONS

65 A-202 EXTERIOR ELEVATIONS

66 A-203 EXTERIOR ELEVATIONS

67 A-301 BUILDING SECTIONS

68 A-311 WALL SECTIONS

69 A-312 WALL SECTIONS

70 A-313 WALL SECTIONS

71 A-410 ENLARGED PLANS - HANGAR DOORS

72 A-411 ENLARGED PLANS - RESTROOMS

73 A-412 ENLARGED PLANS - CANOPY

74 A-501 PLAN DETAILS

75 A-502 PLAN DETAILS

00 73 00-A - 3

76 A-511 RESTROOM ACCESSORIES & DETAILS

77 A-521 WINDOW & LOUVER DETAILS

78 A-531 EXTERIOR DOOR DETAILS

79 A-532 INTERIOR DOOR DETAILS

80 A-541 PENETRATION DETAILS

81 A-551 MISCELLANEOUS DETAILS

82 A-601 PARTITION TYPES & EXPANSION JOINT DETAILS

83 A-611 DOOR, WINDOW, & LOUVER TYPES & DOOR SCHEDULE

84 A-901 PERSPECTIVE VIEWS

INTERIORS

85 I-001 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS

86 I-101 FINISH & SIGNAGE PLAN

87 I-110 FURNITURE, FIXTURES & EQUIPMENT PLAN

88 I-121

FURNITURE, FIXTURES & EQUIPMENT PLAN W/ POWER &

COMM

89 I-301 INTERIOR ELEVATIONS & DETAILS

90 I-601 SIGNAGE SCHEDULE & DETAILS

91 I-602 FINISH LEGEND

FIRE PROTECTION

92 F-001 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS

93 F-101 OVERALL SPRINKLER PLAN - LEVEL 1

94 F-121 OVERALL FIRE ALARM PLAN - LEVEL 1

95 F-501 FIRE SPRINKLER DETAILS

96 F-502 FIRE ALARM DETAILS

PLUMBING

97 P-001 GENERAL NOTES & SYMBOLS

98 P-101 PLUMBING SANITARY PLAN

99 P-102 PLUMBING FLOOR PLAN

100 P-401 PLUMBING ENLARGED PLANS

101 P-501 PLUMBING DETAILS

102 P-502 PLUMBING DETAILS

103 P-503 PLUMBING DETAILS

104 P-504 PLUMBING DETAILS

105 P-601 PLUMBING SCHEDULES

106 P-900 PLUMBING RISER DIAGRAMS

MECHANICAL

107 M-001 GENERAL NOTES & SYMBOLS

108 M-101 MECHANICAL FLOOR PLAN

109 M-301 MECHANICAL SECTIONS

110 M-501 DETAILS

111 M-502 DETAILS

112 M-601 SCHEDULES

113 M-801 CONTROLS

114 M-802 CONTROLS

00 73 00-A - 4

115 M-803 CONTROLS

ELECTRICAL

116 E-001 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS

117 E-010 SITE PLAN - ELECTRICAL

118 E-011 OVERALL HAZARDOUS AREA PLAN - LEVEL 1

119 E-012 HAZARDOUS AREA SECTION THROUGH HANGAR

120 E-101 OVERALL LIGHTING PLAN - LEVEL 1

121 E-111 OVERALL POWER PLAN - LEVEL 1

122 E-131 OVERALL LIGHTNING PROTECTION PLAN - LEVEL 1

123 E-400 ENLARGED PLANS

124 E-500 DETAILS

125 E-501 DETAILS

126 E-600 SCHEDULES

127 E-601 PANEL SCHEDULES

128 E-602 PANEL SCHEDULES

129 E-603 PANEL SCHEDULES

130 E-604 PANEL SCHEDULES

131 E-700 ONE-LINE DIAGRAM

TELECOMMUNICATIONS

132 T-101 OVERALL TELECOMMUNICATIONS PLAN - LEVEL 1

133 T-500 DETAILS

134 T-501 DETAILS

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PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT & CONTRACTING REQUIREMENTS

00 21 00 Instructions, Conditions and Notice to Offerors 00 45 00 Representations and Certifications and other

Statements of Offerors, and Pre-Award Information 00 72 00 Contract Clauses

00 73 00 SPECIAL CLAUSES

00 73 00-A List of Drawings

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 11 04 SUPPLEMENTARY REQUIREMENTS FOR YAKIMA TRAINING CENTER

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26-A Preliminary Accident Notification Worksheet

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 00-A Project and Safety Signs

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19-A Construction General Permit (CGP) Guidance 01 57 19-B Immediate Action Procedures for Petroleum or Chemical

Spill

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 74 19-A Construction & Demolition Diversion/Disposal Report Form

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 13.00 10 ASBESTOS ABATEMENT

02 83 19.13 10 LEAD-BASED PAINT ABATEMENT

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 30 12 ROOFING UNDERLAYMENT

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 61 15 ALUMINUM STANDING SEAM ROOFING

07 72 53 SNOW GUARDS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOOR AND FRAMES

08 34 16.10 STEEL SLIDING HANGAR DOORS

08 45 23 INSULATED TRANSLUCENT FIBERGLASS PANEL WALL SYSTEM

08 51 13 FIXED ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 27 25 SAFETY STRIPING

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 90 00 PAINTS AND COATINGS

09 96 50 URETHANE TOPCOATING

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 22 13 WIRE MESH PARTITIONS

10 26 00 WALL PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 81 29 HORIZONTAL FALL PROTECTION

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS, GRIDS, AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL BUILDING

SYSTEMS

23 11 25 FACILITY GAS PIPING

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 13.10 30 ELECTRIC METERS

26 32 13.16 GASEOUS EMERGENCY ENGINE GENERATORS

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

26 35 44 HIGH POWER, 28 VDC, ADJUSTABLE DIRECT CURRENT POWER

SUPPLIES

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 17.00 10 CATHODIC PROTECTION SYSTEM (IMPRESSED CURRENT)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 74 INTERIOR FIRE DETECTION AND ALARM SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 21 13 RADON MITIGATION

31 31 16.19 TERMITE CONTROL BARRIERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 HOT-MIX ASPHALT AIRFIELD PAVING

32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY

PAVEMENTS

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 17 23 PAVEMENT MARKINGS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 NATURAL GAS

33 30 00 SANITARY SEWERS

33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.14 BRIDGE CRANES, OVERHEAD ELECTRIC, TOP RUNNING

-- End of Project Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 OCCUPANCY OF PREMISES

1.4 EXISTING WORK

1.5 LOCATION OF UNDERGROUND UTILITIES

1.5.1 Notification Prior to Excavation

1.6 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 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. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes construction of addition to an existing helicopter hangar and the alteration of the existing hangar to replace the hangar door system and incidental related work.

The MEDEVAC Aircraft Maintenance Hangar at Yakima Training Center, WA is to construct a 5,008 SF expansion and provide modernization to an existing MEDEVAC Aircraft Maintenance Hangar at YTC. Primary facilities include the expansion of the aviation maintenance hangar for a Mission Support Area, Allied Shops, Aviation Life Support Equipment Shop, Tech Supply (Aircraft Parts Support), Tool Storage, Readiness Module, Ready Room, Company Administration and Supply Area, possible requirements for dehumidification per TM 38-470 of aviation parts storage, built-in auxiliary generator, built-in standard utility pedestal system, bird netting, communication room, electrical room, mechanical room, and unisex bathrooms. Install a bridge crane and utilities to the bridge crane, and add standard sliding rotary aircraft metal hangar doors to the relocated connections to existing hangar. Remove the existing outdoor modular latrine. Supporting facilities include relocated connections to existing utilities, site stormwater, energy monitoring and control systems (EMCS), information systems, pavement marking, hangar access apron, and two way pavement between hangar and runway. Demolish Building 3423 at JBLM and Building 223 at YTC. The MEDEVAC Aviation Maintenance Hangar facility will be in accordance with UFC 4-010-01 for minimum stand-off distance requirements.

1.2.2 Location

The work is located at the Yakima Training Center, Washington and Joint Base Lewis-McChord, WA for demolition activities of one facility, as indicated. The exact location will be shown by the Contracting Officer.

SECTION 01 11 00 Page 2

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply…