W9124M-16-B-0009-0002_Conform_Solicitation.pdf

W9124M-16-B-0009

W9124M-16-B-0009-0002

0010802938

PROJECT NO: ED-35-5J

PROJECT TITLE: Repair Chapel PROJECT LOCATION: Hunter Army Airf ield, Georgia SETASIDE: 100% HUBZone NAICS CODE: 236220 Commercial and Institutional Building Construction

SIZE STANDARD: $36,500,000.00

MAGNITUDE OF CONSTRUCTION PROJECT: The estimated value of the proposed w ork is betw een $25,000.00 and $100,000.00 PREBID MEETING/SITE VISIT: 27 July 2016 10:00 a.m. at DPW Office, BLDG 1021, Hunter Army Airfield, GA DUE DATE FOR ALL QUESTIONS: 28 July 2016 10:00 a.m. EST. All questions shall be emailed to Brett Zeigler AND Mary Hightow er at derrick.b.zeigler.civ@mail.mil AND mary.l.hightow er.civ@mail.mil.

BID OPENING: The bid opening is scheduled for 15 August 2016 2:00 p.m. EST, 976 William H. Wilson Ave, Building 621, Suite 101, Main Conference Room, Fort Stew art, GA 31314 BONDS: Payment Bond shall be required.

All w ork shall be complete per the Scope of Work, Terms, Conditions, Provisions, Clauses, Draw ings, and Specif ications.

X

D. BRETT ZEIGLER (912)767-8471

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

12-Jul-2016

(RFP)

(IFB)

CALL:

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

See Item 7

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 w ithin _______10 calendar days and complete it w ithin ________90 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________

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 __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________15 Aug 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 X is, is not required.

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

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill 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

FORT STEWART

ACA SOUTHERN REGION

DIRECTORATE OF CONTRACTING

976 WILLIAM H WILSON AVE

FORT STEWART GA 31314-3324

W9124M

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

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

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

FAX:TEL: TEL: FAX:

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section SF 30 - BLOCK 14 CONTINUATION PAGE

QUESTIONS

1. Question: Per the solicitation an engineer’s report and Statement of Work are both provided as contractual documents. Please clarify the order of precedence if discrepancies or differences occur between the two documents.

Is the Statement of Work the contractual guideline and the engineering report a support document?

Answer: The Statement of Work and drawings were created from the engineering report. The engineering report takes precedent.

2. Question: Per the Statement of Work it does not appear that any of the exterior soffit is discussed for demolition or replacement to access the top plates which are to be replaced. Please clarify that the top plate replacement is not anticipated to require any damage to the existing soffit.

Answer: The engineers report refers to removal and replacement of fascia and infilling voids prior to reinstallation of fascia (engineer’s note 8). The fascia and soffit are usually interconnected and supported to removed one typically indicated that the other will need to be removed and replaced as well. Engineer’s note 7 details the damage above window header that abuts to the soffit. The repair of the window header will likely require the removal and replacement of the soffit.

3. Reference: Upon site investigation much of the existing project materials are discolored due to age and use. Per the Statement of Work there are multiple references to match existing and replacement of small sections of building material. Typically only replacing a small section of wall or siding will result in an “uneven” finish appearance as products/paint that are professionally color matched typically can be noticed. Please advise what will be acceptable for the following:

Question a: 2.3.7 requires a 16” section of sheet rock be replaced; 2.3.2 states that a 16” wide section of interior finish material be replaced from floor to ceiling north of the column (material to match texture and dimensions).

Paint specifications are included. Please verify if the requirement is only to paint the replaced area or paint from the edge of the wall to the edge of the wall to ensure the finish is consistent throughout the interior walls.

Answer a: Paint all wall sections where patching occurs, edge to edge.

Question b: 2.3.5 requires that the existing asbestos siding be matched for thickness, texture and color. This requirement can be subjective and could drive the awarded contractor to specialty items. Can you please clarify if the intent of this statement is to “match as close as possible with commercially available standard siding products and not to utilize expensive special order components”?

Answer b: Yes, match as close as possible with commercially available standard siding products and do not utilize special order components.

(End of Questions)

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Repair Chapel BLDG 0145 HAAF

FFP

Repair Chapel, building 0145 at Hunter Army Airfield Georgia in accordance with the technical provisions, drawings, and all other terms and conditions of the contract.

FOB: Destination

PURCHASE REQUEST NUMBER: 0010802938

NET AMT

BID PRICE SCHEDULE

BID PRICE SCHEDULE

Repair Chapel HAAF

ED-35-5J

ITEM

NO.

DESCRIPTION

“K” WORK

RENOVATION /

REPAIR

“L” WORK

NEW

CONSTRUCTION

“M” WORK

FURNITURE /

EQUIP.

TOTAL COST

1. SITE / CIVIL

2. GRASSING

3.

GENERAL

CONSTRUCTION

4.

PLUMBING

5.

HVAC

6. LIGHTING

7.

POWER &

SIGNAL

8.

FIRE ALARM /

MASS

NOTIFICATION

9.

INTERIOR

TELECOM

10. ADDITIVE # 1

11. ADDITIVE # 2

TOTAL

Section C - Descriptions and Specifications

TECHNICAL PROVISIONS

TECHNICAL PROVISIONS - GENERAL

Repair Chapel HAAF

ED-35-5J

1. DESCRIPTION OF WORK:

1.1. Work to be done: The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Repair Chapel HAAF complete in strict accordance with specifications and drawings. The work includes, but is not necessarily restricted to, the following items.

1.1.1. Repair of damaged wood structural material at the Chapel Building #0145, HAAF

1.1.1.1. See attached Statement of Work. (SOW)

1.2. Additives

1.2.1. [N/ A]

1.3. Government Furnished – Government Installed (GF-GI) Furniture and Equipment:

1.3.1. [N / A]

1.4. Government Furnished – Contractor Installed (GF-CI) Furniture and Equipment:

1.4.1. [N / A]

1.5. Contractor Furnished – Contractor Installed (CF-CI) Furniture and Equipment:

1.5.1. [N / A]

1.6. WORK BY OTHERS: The Contractor shall afford the Government and separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his work with theirs as required by the Contract Documents.

1.7. DRAWINGS AND SITE VISITS

1.7.1. The drawings indicate the extent of the general location and arrangement of existing conditions. It is strongly recommended that the Contractor visit the site to determine the complexity of the work and the amount of material required to perform this project. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions provision of the contract.

2. CONSTRUCTION CONSTRAINTS

2.1. Time of Performance

2.1.1. Access to Buildings – All work requiring access to building interiors excluding attics, crawl spaces, etc. and all other work shall be performed between 7:30 a.m. and 4:00 p.m. excluding official holidays, unless otherwise indicated or approved by the Contracting Officer. Requests to work during other than these normal hours shall be made in writing at least 36 hours in advance. For example, a request to work on a Saturday should be made no later than noon on Thursday.

2.1.2. Work Requiring Outages – Work requiring outages of utilities or building systems will be accomplished in accordance with prior approved schedules.

2.2. Outages – The contractor’s work requiring outages of utility or building systems will require 15 day advance notice and will be subject to the approval of the Contracting Officer. Notice shall include type of outage, date, and time outage will commence and estimated duration of outage.

2.3. Continuity – All tools, labor, and materials required to complete any item of work within a given work area or requiring an outage of any building utility or system, shall be available at the site prior to commencement thereof. Once work has commenced on an item of work said work shall be continuously and diligently performed to completion and acceptance.

2.4. Road and/or Railroad Closures – Road and/or railroad closures will require a 15-day advance written notice and be subject to the Contracting Officer’s approval. Notice shall state reason for closure, date and time closure will commence and estimated duration of closure. A sketch shall be provided showing location of closure area and placement of barricades and signs. Closures shall be limited to a maximum of 5 calendar days.

3. CONSTRUCTION ACTIVITIES:

3.1. Contractor shall submit a Safety Plan and Construction Schedule to the Contracting Officer’s Representative (COR) 10 days in advance of any construction activities to arrange specific schedule for performing work as required by this Contract.

4. FACTORS AFFECTING PERFORMANCE UNDER THIS CONTRACT:

4.1. The Contractor shall coordinate use of the site for access, staging, and parking with the Contracting Officer.

4.2. Contractor shall be responsible for limiting access of his employees and subcontractors to the area of work defined in the Contract. Contractor shall not have access to restrooms and amenities such as vending machines unless granted permission by the Contracting Officer.

4.3. Contractor shall maintain haul routes to and from the job sites and the borrow pits, to include the borrow pit. In addition it is the contractor’s responsibility to meet all Local, State and Federal regulations for the operation of a borrow pit. Contractor shall control runoff and erosion on all excavation and backfilling operations.

4.4. Contractor to comply with “Attachment A” Environmental Requirements

5. AS-BUILT RECORD DRAWINGS:

5.1. The Contractor shall be responsible for maintaining one set of master/record construction drawing prints on the job site on which he shall keep a neat and accurate record of all deviations from the original contract documents as the work progresses. The contractor is responsible for noting all changes and correction on these master/record construction drawing prints promptly as the changes occur in red ink(redline prints) and note date when these changes occurred, but in no case less often than on a weekly basis. The master/record construction drawing prints which are maintained in red ink shall indicate all the changes and modifications incorporated into the work as well as the following:

5.1.1. Actual locations of all subsurface and concealed utility lines, type of materials used, sizes, etc. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the master/record construction drawings shall show by offset dimensions to two permanently fixed surface features. Valves, splices boxes and similar appurtenances shall be located by dimensions along the utility run from a reference point.

The average depth below the surface of each run shall also be recorded.

5.1.2. Any shop drawings that constitute part of the design shall be included with the record drawings.

5.2. The master/record (redline construction drawings) prints with corrections, such as field changes and contract modifications, shall be certified by the Contractor as to their correctness and submitted to the Contracting Officer’s Representative for approval. Once these provisional master/record (redline construction drawing) prints have been approved by the COR, the COR will obtain a compact disc (CD) of computer generated construction drawings from the DPW Engineering Service Division, Building 1114 at Ft. Stewart or Building 1021 at Hunter AAF, as applicable. The contractor shall then transfer all corrections from redline construction drawing prints to the compact disc (CD) of computer generated construction drawings. Corrections done shall be in MicroStation “.dgn” format. The Contractor shall note on the computer generated construction drawings the words “AS-BUILT” in the revision block with the next revision number to identify any changes made. Also, revision number identification will be placed where any changes were made. The contractor shall then submit AS-BUILT compact disc (CD) of computer generated drawing and one (1) AS-BUILT hardcopy with contractor’s redline corrections to the COR to insure accuracy that all corrections made were transferred from redline construction drawing prints to AS-BUILT hardcopy prints. Once the COR approves the AS-BUILT hardcopy prints the COR will then turn over to DPW/ ESD/ Drafting section for final approval of AS-BUILT compact disc (CD) of computer generated drawings and at this time the Contractor can receive final payment.

6. SECURITY REQUIREMENTS.

6.1. All contractor employees, to include subcontractor employees, requiring access to government installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or the Contracting officer (if a COR has not been designated) within 30 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: https://jkodirect.jten.mil/.

6.2. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program.

This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

6.3. The Contractor and all associated sub-contractor employees shall comply with applicable Installation, facility, and area Commander’s local access and security policies and procedures. If required by this contract, the contractor shall also provide all information for background checks to meet Installation access requirements to be accomplished by Installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy.

6.4. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or Installation change, the Government may require changes in contractor security matters or processes.

STATEMENT OF WORK

Damage Beam Repairs

HAAF Chapel Bldg. 145

1. General Information

1.1. Repair of damaged wood structural material at the Chapel, Building #145, HAAF, Georgia 31405

1.2. This is repair/renovation project as such most materials will be “match existing” material for thickness, profile and color needed for replacement of damaged material.

2. Scope of Work (K)

2.1. Site Prep

2.1.1. Draping shall be placed over interior fixtures and furnishing to prevent excessive debris accumulation.

2.1.2. Flooring protection is to be put in place before interior scaffolds are erected.

2.1.3. Coordination with base chaplain to ensure schedule of repair does not interfere with important events already scheduled in space.

2.1.4. Erect interior and exterior scaffolding for access to work area

2.1.5. Existing exterior siding is asbestos containing.

2.1.5.1. Abatement of Asbestos Siding from window sill down and from window to window on either side of entry door is to be included in this project.

2.1.5.2. Replace with new asbestos free siding product that matches siding thickness, pattern and color.

2.2. Demolition

2.2.1. Remove damaged skirt board by west side entry.

2.2.2. Remove damaged material from Window Jamb south of west side entry.

2.2.3. Remove interior damaged finish material from floor to ceiling north of column above west side entry

2.2.4. Remove interior damaged corner molding at same column from floor to ceiling, both faces of column.

2.2.5. Remove damaged exterior sheathing around exterior of side door.

2.2.5.1. Remove Asbestos siding to gain access and dispose Max removal

2.2.6. Removal of 6x12 damaged roof purlin at wall top from column F-G west side only

2.2.6.1. Removal of wall top plate and some upper framing may be required once wall is exposed.

(double 2x6) Replace unless instructed otherwise by COR

2.2.6.2. Remove sheet rock interior face from purlin down as required to allow for investigation of upper wall framing.

2.2.7. Remove 4x12 damaged roof purlin at wall top from column E-F west side only.

2.2.7.1. Removal of wall top plate and some upper framing may be required once wall is exposed.

(double 2x6) Replace unless instructed otherwise by COR

2.2.7.2. Remove sheet rock interior face from purlin down as required to allow for investigation of upper wall framing.

2.3. Construction

2.3.1. Replace skirting with material of like dimensions and finish. Window Jamb south of west side entry to be rebuilt with matching material to existing dimensions as removed. See attached detail for materials

2.3.2. Replace 16” wide section of interior finish material from floor to ceiling north of column above west side entry, material to match texture and dimensions.

2.3.3. Replace interior corner molding at same column from floor to ceiling Both faces of column

2.3.3.1. Match existing molding found in space.

2.3.4. Repair of sheathing

2.3.4.1. Install material of matching dimension as removed diagonal sheathing member.

2.3.4.2. Install new building wrap material to match existing present

2.3.4.3. Install new siding back onto building exterior.

2.3.5. Match existing asbestos siding thickness, texture and color with asbestos free siding.

2.3.6. Replace 6x12 & 4x12 Purlin Beam

2.3.6.1. Use PT material of same actual dimensions as material removed.

2.3.6.1.1. 6x12 nom dimensions

2.3.6.1.2. 4x12 nom dimensions

2.3.6.2. Double Pressure Treated 2x6 top plate repair framing below purlin as well.

2.3.7. Replace 16” section of sheetrock removed to allow view and testing of wall top framing.

2.4. Plumbing – No Work

2.5. HVAC – No Work

2.6. Electrical – No Work

3. Attachements

3.1. Engineers report

3.2. H 1906 with notes keyed to engineers report.

ATTACHMENT (A)

ENVIRONMENTAL REQUIREMENTS

1.0 This work shall include Contract Clause 52.223-19, Compliance with Environmental Management Systems:

“The Contractor’s work under this contract shall conform with all operational controls identified in the applicable agency or facility Environmental Management Systems and provide monitoring and measurement information necessary for the Government to address environmental performance relative to the goals of the Environmental Management Systems.”

1.1 The operational controls identified in FSGA/HAAF’s Environmental Management System include the contractor’s adherence to the Installation’s Sustainability Policy (R.O.C.K. = Resources, Optimize, Compliance, Keep Improving) and support the Installation’s Sustainability Management System (SMS). All persons working for/on the Installation must strive to conserve water and energy, reduce solid waste disposal (mostly through recycling), and properly manage threatened and endangered species. This system is in place to ensure proper management of those areas where insufficient efforts of adherence to regulations would cause significant negative impacts to the environment.

1.2 Complete the SMS General Awareness Training available on the internet at http://www.stewart.army.mil/info/?id=516. Please generate a training roster to document this training.

2.0 Other required Clauses include:

52-223-3, Hazardous Material Identification and Material Safety Data 52.223-5, Pollution Prevention 52.223-10, Waste Reduction Program 52.223-15, Energy Efficiency in Energy-Consuming Products 52.223-17, Affirmative Procurement of EPA-designated Items in Service and Construction Contracts

3.0 FSGA/HAAF has a mandatory recycling program. Unless otherwise specified, the Government retains all salvage rights. Contractors shall recycle construction & demolition debris as required by the Installation's recycling clause, 52.000-4061: RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS FORT

STEWART AND HUNTER ARMY AIRFIELD.

Source Reduction is required to reduce the initial input to the solid waste stream. Ensure minimum packing and packaging materials are used for items shipped to the Installation. Also, all military construction, renovation and demolition projects shall include performance requirements for a 60% minimum diversion of C&D waste by weight. Contractor must provide all weight tickets to demonstrate meeting the performance standard. Specifications must include submission of a contractor’s C&D Waste Management Plan.

Concrete and asphalt material shall be hauled and disposed of off of government property. Recycle materials will be broken down when delivered to the Recycling Center (to include metal equipment). Scrap metal will be cut down to no larger than 4 square feet in size.

3.1 REQUIRED SUBMITTAL ITEM: The Contractor shall

(a) submit a C&D Waste Management Plan

(b) submit copies of all disposal weight/landfill scale tickets to the COR as described in the Referenced

Recycling Clause for any off-post disposal or approved Contractor-retained salvage items within 10 days of removal; and

(c) turn in all recyclables generated during the entire term of the Contract (unless otherwise approved for off-site disposal/salvage). Contractor, through COR, will coordinate with the DPW Environmental Division (912-767-2010 or 767-8880) to arrange for turn-in of recyclable/salvageable materials.

4.0 Toxic Substances Control Act (TSCA) Requirements

4.1 Asbestos Containing Materials (ACM)

4.1.1 If ACM will either be disturbed or removed, the contractor must perform asbestos abatement, containment, disposal and a 10-day notification to the Georgia Environmental Protection Division (GA EPD), as required by the Georgia Asbestos Safety Act, Official Code of Georgia Annotated Section 12-12-1. The disposal of ACM must be in accordance with both the GA EPD and Occupational Safety and Health Administration regulations.

4.1.2 REQUIRED SUBMITTAL ITEM: The Installation TSCA POC (Craig Christopher at

912-767-1234 / Craig.W.Christopher.civ@mail.mil) must be provided a copy of the 10-day notification at the time the contractor informs GA EPD of their intent to properly abate the ACM. A copy of the Georgia asbestos shipment record must also be provided to the TSCA POC.

4.2 Lead-Based Paint (LBP)

4.2.1 If survey results, as reviewed by the Installation TSCA POC (Craig Christopher at 912- 767-1234 / Craig.W.Christopher.civ@mail.mil), indicate LBP removal is necessary, the contractor will be required to collect, contain, and dispose of the LBP off-Post in accordance with local, state, and Federal regulations. The contractor will be required to provide the disposal manifest to the TSCA POC.

4.2.2 REQUIRED SUBMITTAL ITEM: LBP survey must be provided to the TSCA POC, as applicable. The LBP disposal manifest must be provided to the TSCA POC if LBP removal was determined necessary by the TSCA POC.

5.0 Painting Operations

5.1 Surface coating of stationary structures (building, water towers, etc.) are exempt from permitting.

5.2 Surface coating of mobile sources (vehicles, portable generators, containers, etc.) are not exempt from Georgia EPD regulations. Surface coating must be conducted within a paint boot or an off-permit change notification must be submitted to the Georgia EPD if the operation will take place outdoors.

6.0 Cultural Resources Management (CRM)

6.1 Should the Installation Environmental Office specify consultation with CRM, this consultation must happen prior to implementation of project.

6.2 Accidental Discovery of Remains and Artifacts

6.2.1 Ensure that the SOP for Accidental Discovery of Archaeological Deposits and/or Human

Remains is followed (See attached SOP).

7.0 FS/HAAF is required to implement an Integrated Pest Management Program to comply with federal law and DOD regulation, requirements to include all pest management contractor provided services.

Contracts requiring pest management services will require IPMC review and approval before solicitation.

Contractors will be required to follow installation policy and meet DOD requirements during the application of pesticides. Coordination and approval by the Installation Pest Management Coordinator (IPMC) will be required for all pesticide application to ensure compliance prior to any application of pesticides. Applications for termite control and prevention for all construction projects requiring pesticide applications will follow the FS/HAAF Termiticide Pre-treat specifications.

SPECIFICATIONS

DOCUMENT 00010

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

Section 01000 General Requirements

DIVISION 2 - SITE CONSTRUCTION – N/A

DIVISION 3 - CONCRETE– N/A

DIVISION 4 - MASONRY– N/A

DIVISION 5 - METALS

Section 05500 Miscellaneous Metals

DIVISION 6 - WOOD AND PLASTICS

Section 06100 Rough Carpentry Section 06130 Heavy Timber Construction Section 06400 Architectural Woodwork

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

Section 07210 Building Insulation Section 07310 Shingles Section 07460 Siding and Soffit Section 07600 Flashing And Sheet Metal Section 07840 Firestopping Section 07900 Joint Sealers

DIVISION 8 - DOORS AND WINDOWS– N/A

DIVISION 9 - FINISHES

Section 09253 Gypsum Sheathing Section 09680 Carpet Section 09910 Painting

DIVISION 10 - SPECIALTIES– N/A

DIVISION 11 - EQUIPMENT– N/A

DIVISION 12 - FURNISHINGS– N/A

DIVISION 13 - SPECIAL CONSTRUCTION– N/A

DIVISION 14 - CONVEYING SYSTEMS– N/A

DIVISION 15 - MECHANICAL– N/A

DIVISION 16 - ELECTRICAL– N/A

Repair Chapel, HAAF

IJO No. ED-35-5J Page 14 of 65

END OF TABLE OF CONTENTS

IJO No. ED-35-5J Page 15 of 65

SECTION 01000

GENERAL REQUIREMENTS

PART 1 - GENERAL

1.01 SUMMARY

A. EXAMINATION OF PREMISES: Prior to submitting a proposal, it is highly recommended that the

Contractor visit the site and fully inform themselves of the amount / character of the work and the local conditions.

B. WORK BY OTHERS: The Contractor shall afford the Government and separate contractor’s reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his work with theirs as required by the Contract Documents.

C. USE OF PREMISES: Contractor shall execute the work in a careful and orderly manner with the least possible disturbance to the public, building employees and functioning of the existing building.

D. COORDINATION: Contractor shall be responsible for coordinating all work under the contract.

1. All openings in walls, floors, roof, etc. to be located and sized as per general construction, mechanical / electrical requirements.

E. REGULATORY REQUIREMENTS: All work shall be done in accordance with rules and regulations of local state and federal agencies.

F. LAYING OUT WORK: Contractor shall take and verify all conditions and measurements on job and shall be strictly responsible for same. Any questions and discrepancies shall be brought to the immediate attention of the Contracting Officer.

G. "OR EQUAL" PRODUCTS: Equal products of other manufacturer's will be accepted only on written approval by the Contracting Officer.

H. MANUFACTURER'S DIRECTIONS: All manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer.

I. PROTECTION OF PERSONS AND PROPERTY: Contractor shall provide and maintain all temporary signs, signals, barricades and/or devices required to ensure safety and protection of property.

1. Provide protecting devices where required in strict accordance with OSHA rules and regulations.

2. All work in progress shall be adequately braced and protected until work is completed.

J. CUTTING & PATCHING: Do not cut and patch in a manner that would result in a failure of the work to perform as intended, decrease energy performance, increase maintenance, decrease operational life, or decrease safety performance.

1. Match existing materials for cutting and patching work with new materials conforming to project requirements.

2. Perform work with workmen skilled in the trades involved. Prepare sample area of each type of work for approval.

3. Cutting: Use cutting tools, not chopping tools. Make neat holes. Minimize damage to adjacent work. Inspect for concealed utilities and structure before cutting.

4. Patching: Make patches, seams, and joints durable and inconspicuous. Comply with tolerances for new work.

K. CLEANING: Contractor shall maintain premises and public property free from accumulation of waste, debris and rubbish caused by operations.

1. Maintain streets, sidewalks and entrances free of encumbrance at all times.

2. FINAL CLEANING: Contractor shall be responsible to thoroughly clean all work areas for acceptance by Owner. Remove grease, dust dirt, stains, labels, fingerprints, and other foreign materials from sight-exposed finished surfaces; polish surfaces so designated to shine finish.

L. GUARANTEE: Prior to final acceptance of the work, submit a written statement to the owner guaranteeing all equipment and systems against defective materials and workmanship for one (1) year from

IJO No. ED-35-5J Page 16 of 65 the date of acceptance. Upon written notice and at no expense to the owner, promptly repair all defective materials.

PART 2 - PRODUCTS - Not Applicable To This Section

PART 3 - EXECUTION - Not Applicable To This Section

END OF SECTION

IJO No. ED-35-5J Page 17 of 65

SECTION 05500

MISCELLANEOUS METALS

PART 1 - GENERAL

1.01 SUMMARY

A. Provide the following metal fabrications:

1. Rough hardware.

2. Loose bearing and leveling plates.

3. Loose steel lintels.

4. Shelf and relieving angles.

5. Miscellaneous steel trim.

6. Steel angle corner guards.

7. Edgings.

1.02 SUBMITTALS

A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used.

B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction.

1. Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of the project.

C. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated.

1.03 QUALITY ASSURANCE

A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers.

Deliver, handle, and store materials in accordance with manufacturer's instructions.

PART 2 - PRODUCTS

2.001 MATERIALS

A. Ferrous Materials:

1. Steel Plates, Shapes and Bars: ASTM A 36.

2. Galvanized Steel Sheet: ASTM A 653, G90.

3. Steel Pipe, Galvanized Finish: ASTM A 53.

4. Brackets, Flanges, and Anchors: Cast or formed metal.

5. Welding Rods and Bare Electrodes: AWS specifications.

6. Zinc-Coating: Hot-dip galvanized coating for materials in exterior assemblies or exterior walls.

B. Stainless Steel Materials:

1. Bar Stock: ASTM A 276, Type 302 or 304.

2. Plate: ASTM A 666, Type 302 or 304.

C. Aluminum Materials:

1. Extruded Bars and Shapes: ASTM B 221 aluminum alloy.

2. Fasteners: ASTM A 153.

3. Finish: Mill finish.

4. Finish: Clear anodized.

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D. Fasteners:

1. Bolts and Nuts: Hexagon head type, ASTM A 307, Grade A.

2. Lag Bolts: Square head, FS FF-B-561.

3. Wood Screws: Flat head carbon steel, FS FF-S-111.

4 Plain Washers: Round carbon steel, FS FF-W-92.

5. Drilled-In Expansion Anchors: FS FF-S-325.

6. Lock Washers: Spring type carbon steel, FS FF-W-84.

7. Zinc-Coating: Fasteners in exterior assemblies or exterior walls.

E. Auxiliary Materials:

1. Interior Anchoring Cement: Hydraulic expansion cement.

2. Exterior/Interior Anchoring Cement: Erosion-resistant hydraulic expansion cement.

3. Shop Primer: Alkyd primer, FS TT-P-645, compatible with topcoats.

4. Galvanizing Repair Paint: SSPC - Paint 20.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Take field measurements prior to preparation of shop drawings and fabrication. Do not delay job;

allow for cutting and fitting if field measurement not practical.

B. Form work true to line with sharp angles and edges. Weld continuously, grind flush and make smooth on exposed surfaces.

C. Install work plumb and level with hairline joints and ground flush welds.

D. Lintels: Provide sizes indicated with 8" bearing at each end.

E. Touch-up damaged coatings with shop primer and galvanize repair paint.

F. Paint items scheduled in accordance with painting section.

IJO No. ED-35-5J Page 19 of 65

SECTION 06100

ROUGH CARPENTRY

PART 1 - GENERAL

1.01 SUMMARY

A. Provide rough carpentry:

1. Framing with dimension lumber.

2. Framing with timbers.

3. Wood grounds, nailers, and blocking.

4. Wood furring.

5. Sheathing.

6. Underlayment.

7. Air infiltration barrier.

B. Lumber Standards and Grade Stamps: FED PS20-70, American Softwood Lumber Standard and inspection agency grade stamps.

C. Construction Panel Standards: FED PS1-83, U.S. Product Standard for Construction and Industrial Plywood; APA E 445.

D. Wood Framing Standards: NFPA House Framing Manual.

1. Exterior Wall Framing: 2 inch by 6 inch nominal (38 mm by 140 mm actual) studs, 16 inches (61 cm) on center.

2. Exterior Wall Framing: 2 inch by 4 inch nominal (38 mm by 89 mm actual) studs, 16 inches (40 cm) on center.

3. Interior Wall Framing: 2 inch by 4 inch (38 mm by 89 mm actual) studs, 16 inches (40

cm) on center.

E. Preservative Treatment: AWPA U1 for lumber and plywood; waterborne pressure treatment.

Provide for wood in contact with soil, concrete, masonry, roofing, flashing, damp-proofing and waterproofing.

F. Fire-Retardant Treatment: AWPA U1 for lumber for plywood; noncorrosive type. Provide at building interior where required by code.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Dimension Lumber:

1. Structural Framing: Select structural grade.

2. Exposed Framing: Appearance grade.

B. Timbers:

1. Species and Grade: SPIB No. 1 dense SR southern pine.

2. Type: Free of heart center.

C. Boards:

1. Exposed Boards: 15 percent moisture content.

2. Concealed Boards: 19 percent moisture content.

IJO No. ED-35-5J Page 20 of 65

IJO No. ED-35-5J Page 21 of 65

D. Miscellaneous Lumber:

1. Moisture Content: 19 percent.

2. Grade: Standard grade light framing.

E. Construction Panels:

1. Wall Sheathing: APA Sheathing, Exterior.

2. Roof Sheathing: APA Sheathing, Exterior.

F. Gypsum Sheathing:

1. Material: Gypsum sheathing board with water-resistant core.

2. Type: Type X fire-resistant ASTM C 1396.

G. Auxiliary Materials:

1. Air Infiltration Barrier: Asphalt-saturated organic felt, ASTM D 226, Type I, No. 15 felt, unperforated.

2. Sill Sealer Gaskets: Glass fiber strip resilient insulation.

3. Framing Anchors and Fasteners: Non-corrosive, suitable for load and exposure. Drywall screws are not acceptable.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Wood framing: Comply with recommendations of NFPA Manual for House Framing, NFPA Recommended Nailing Schedule, and NFPA National Design Specifications for Wood Construction.

B. Plywood: Comply with recommendations of APA: Design and Construction Guide - Residential and Commercial.

C. Install wood framing with tolerances necessary to produce substrate for gypsum board assemblies with tolerances specified. Provide nailers, blocking and grounds where required. Set work plumb, level and accurately cut.

1. Include blocking for items such as railings, grab bars, casework, toilet accessories and similar items.

D. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with other work.

E. Comply with manufacturer's requirements for cutting, handling, fastening and working treated

F. Restore damaged components. Protect work from damage.

IJO No. ED-35-5J Page 22 of 65

SECTION 06130

HEAVY TIMBER CONSTRUCTION

PART 1 - GENERAL

1.01 SUMMARY

A. Provide heavy timber construction for structural framing:

1. Beams, girders, and purlins.

2. Columns including posts and standards.

3. Solid wood roof decking.

B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction,

1. Shop drawings shall be prepared and stamped by a qualified engineer licensed in the jurisdiction of the project.

1.03 QUALITY ASSURANCE

A. Comply with governing codes and regulations. Provide products of acceptable manufacturers

B. Standards: AITC 108, Standard for Heavy Timber Construction; AITC 112, Standard for Tongue and Groove Heavy Timber Roof Decking.

C. Preservative Treatment, Timber Framing: AWPA C2.

D. Fire-Retardant Treatment, Solid Wood Decking: AWPA C20, flame-spread not higher than 25, UL Test 723.

2.01 MATERIALS

A. Timber Framing:

1. Species: Douglas fir-larch.

2. Grade: WWPA select structural, dense.

3. Stress Rating: Suitable for use intended.

4. Moisture Content: 19 percent S-DRY.

5. Dressing: Dressed 4 sides.

6. Connectors, Anchors, and Accessories: ASTM A 36, structural steel, and ASTM A 307, steel bolts.

B. Solid Wood Decking:

1. Roof Decking:

a. Grade: Commercial.

2. Moisture Content: 15 percent.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections.

B. Install wood decking complying with recommendations of AITC 112.

C. Restore damaged components. Clean and protect work from damage.

IJO No. ED-35-5J Page 23 of 65

SECTION 06400

ARCHITECTURAL WOODWORK

PART 1 - GENERAL

1.01 SUMMARY

A. Provide exterior architectural woodwork:

1. Standing and running trim and rails.

2. Siding.

3. Ornamental items.

4. Door frames.

5. Remodeling of existing exterior architectural woodwork.

B. Provide interior architectural woodwork:

1. Standing and running trim and rails.

2. Wood paneling and wainscots.

3. Ornamental items.

4. Door frames and jambs.

5. Remodeling of existing interior architectural woodwork.

B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, C. Samples: Submit two representative samples of each material specified indicating visual

B. Standards: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality

Standards."

C. Standards: Woodwork Institute of California (WIC) "Manual of Millwork."

D. Preservative Treatment: Nonpressure method, exterior type, NWWDA I.S. 4.

E. Fire-Retardant Treatment:

1. Lumber: AWPA C20, non-corrosive type.

2. Plywood: AWPA C27, non-corrosive type.

F. Formaldehyde Emission Levels:

1. Hardwood Plywood: HPMA FE compliance.

G. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship of each type of architectural woodwork.

A. Exterior Standing and Running Trim and Rails:

1. Species for Opaque Finish: Any closed-grain hardwood.

2. Grade: Economy.

3. Finish: Paint.

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B. Lumber Siding:

1. Type: Kiln dried solid lumber bevel siding.

2. Species and Grade: B and Better southern pine.

3. Texture: Smooth.

4. Finish: Paint.

C. Hardboard Siding:

1. Type: Wood textured hardboard, ANSI/AHA A135.6.

2. Style: Lap panel siding.

3. Style: Match existing

6. Texture: Smooth.

9. Finish: Paint.

D. Siding Auxiliary Materials:

1. Felt Underlayment: Asphalt saturated organic felt, unperforated, ASTM D 226, Type 1, No. 15.

2. Fasteners: Stainless steel, non-corrosive aluminum or hot-dip galvanized siding nails.

3. Horizontal Joint Flashing for Panel Siding: Preformed galvanized steel or aluminum.

E. Exterior Ornamental Items and Decks:

1. Species for Opaque Finish: Any closed-grain hardwood.

2. Grade: Economy.

F. Exterior Door Frames:

1. Species for Opaque Finish: Any closed-grain hardwood.

2. Grade: Premium.

G. Interior Standing and Running Trim and Rails:

1. Species for Transparent Finish: Match existing.

2. Species for Opaque Finish: White pine or sugar pine.

3. Grade: Economy.

H. Wood Paneling and Wainscots:

1. Species for Transparent Finish: Plain sawn natural birch..

2. Grade: Premium.

3. Core: Fire-retardant particleboard.

4. Style: Stile-and rail type.

5. Veneer Matching of Leaves: Slip

6. Veneer Matching In Panel Face: Slip.

7. Panel Matching Method: Sequence-matched panel sets.

I. Interior Ornamental Items:

2. Species for Opaque Finish: Closed grain hardwood.

3. Grade: Premium.

J. Interior Frames and Jambs:

2. Species for Opaque Finish: Closed grain hardwood.

3. Grade: Economy.

K. Exterior Fasteners:

1. Nails: Stainless steel, aluminum or hot-dip galvanized siding nails.

2. Screws and Anchors: Noncorrosive, type required for secure anchorage.

IJO No. ED-35-5J Page 25 of 65

L. Auxiliary Materials:

1. Screws: FS FF-S-111.

2. Nails: FS FF-N-105.

M. Factory Finishing of Interior Architectural Woodwork:

1. Opaque Finish:

a. Grade: Premium.

b. Sheen: Dull satin.

A. Provide work to sizes, shapes, and profiles indicated. Install work to comply with quality standards referenced. Back prime work and install plumb, level and straight with tight joints;

scribe work to fit.

B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Use non-corrosive fasteners for exterior work. Coordinate with work of other sections.

C. Comply with manufacturer's requirements for cutting, handling, fastening and working treated

D. Repair minor damage, clean and protect.

IJO No. ED-35-5J Page 26 of 65

SECTION 07210

BUILDING INSULATION

PART 1 - GENERAL

1.01 SUMMARY

A. Provide building insulation and vapor retarders.

1.02 SUBMITTALS

A. Board Insulation:

1. Vapor Retarder: Integral vapor retarder as required for application.

2. Application: Exterior cavity walls, outboard of sheathing.

3. Type: Extruded polystyrene, rigid, ASTM C 578.

B. Vapor Retarder (Not Integral with Insulation):

1. Application: Exterior walls.

2. Type: Reinforced 2-ply polyethylene, 6 to 8 mils.

C. Radiant Barrier (Not Integral with Insulation):

1. Application: Roof.

2. Type: Metal foil/polyester film, 3.0 mil aluminum foil laminated to 5 mil polyester film.

Emissivity 0.03 per ASTM E408.

D. Accessories:

1. Adhesives and mechanical anchors and clips.

2. Protection board.

3. Crack sealers and tapes.

4. Insulation baffles.

A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. Provide full thickness in one layer over entire area, tightly fitting around penetrations.

B. Pour loose insulation into cavities indicated; provide uniform coverage at correct density and thickness.

C. Install vapor retarder over entire area of inside face of exterior walls and elsewhere as indicated.

Seal all seams and around perimeter and penetrations with duct tape to form a continuous vapor retarder free of holes.

D. Install radiant barrier over entire area as indicated.

E. Protect installed insulation, vapor retarder and radiant barrier.

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SECTION 07310

SHINGLES

PART 1 - GENERAL

1.01 SUMMARY

A. Provide shingles for roofing applications.

1.02 SUBMITTALS

B. Samples: Submit two representative samples of each material specified indicating visual

C. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace defective materials.

1. Warranty Period: 25 years.

B. Performance Standards:

1. Wind Speed: HAAF 134 MPH pert UFC 3-301-01 rev 2014

PART 2 - PRODUCTS

2.01 MATERIALS

A. Asphalt Shingles:

1. Manufacturers: Atlas Roofing Products, Celotex Roofing Products, CertainTeed Roffing

Products, GAF Materials Corp., Owens-Corning Fiberglass or approved equal.

2. Type: Square tab, fiberglass strip shingles.

3. Accessories:

a. Hip and ridge shingles.

b. Underlayment felt, ASTM D 226, Type 1, 15#.

c. Metal flashing and drip edge.

d. Mechanically fastened rain guards.

A. Comply with recommendations of NRCA Steep Roofing Manual.

B. Install materials and systems in accordance with manufacturer's instructions and approved uniform appearance. Coordinate with work of other sections.

C. Install water protection sheet at valleys, ridges, and eaves.

D. Restore damaged components. Clean and protect work from damage.

IJO No. ED-35-5J Page 28 of 65

SECTION 07460

SIDING AND SOFFIT

PART 1 - GENERAL

1.01 SUMMARY

A. Provide clapboard siding for exterior walls.

B. Provide exterior soffit.

1.03 QUALITY ASSURANCE

A. Comply with governing codes and regulations. Provide products of acceptable manufacturers

A. Aluminum Siding:

1. Manufacturers:

a) Alcoa Building Products

b) Alside, Inc

c) AmeriMark Building Products, Inc

d) Gentek Building Products

e) Reynolds Metals Co

f) approved equal.

2. Type: Formed aluminum siding, AAMA 1402, with woodgrain texture.

3. Finish: 2-coat PVC finish.

B. Siding Accessories:

1. Solid soffit panels: ASTM D 3679, 0.040 thickness.

2. Ventilating soffit panels: perforated, ASTM D 3679, 0.040 thickness.

3. Corner posts and trim.

4. Door and window casings.

5. J-Channels and closure trim.

3.001 INSTALLATION

A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Allow for expansion and contraction. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections.

B. Restore damaged components. Clean and protect work from damage.

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SECTION 07840

FIRESTOPPING

PART 1 - GENERAL

1.01 SUMMARY

A. Provide firestopping at locations required by code.

1.02 SUBMITTALS

B.…