W9124M18B0011.pdf

0011211876

Construction contract for Replacement of Roof at Bldg.19101 and repair of roof at Bldg. 9692 at Fort Stew art, GA . See SOW for specif ications.

NOTICE TO OFFERORS:

1.This solicitation is a 100% Service Disabled Veteran set-a-side.

2. The NAICS is 238160 w ith a size standard of $ 15.0 M.

3. The magnitude of this effort is betw een $ 25,000 and $ 100,000.

4. Draw ings are available electronically and w ill be provided w ith the Solicitation. Request of hard copy draw ings w ill not be considered.

5.BONDS: A Bid Bond , Payment Bond, and Performance Bond are required for the bid to be considered responsive and shall be submitted prior to the bid opening.

6. Determination of Aw ard w ill be made to the Low est Price/technically Acceptable offeror.

7. A Site Visit w ill be announced at a later time.

8. Written questions shall be submitted to Tatjana M. Fisher at tatjana.m.fisher.civ@mail.mil no later than

9. Contractor shall start physical performance of the aw arded project in accordance w ith the specifications and draw ings as incorporated not later than close of business, X

TATJANA M. FISHER 912-767-3747

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

24-Aug-2018

(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 ________70 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.221-10

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

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

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________4 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________ (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 _______30 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

MICC - FORT STEWART

976 WILLIAM H. WILSON AVE SUITE 100

FORT STEWART GA 31314

W9124M

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

(hour)

Sealed envelopes containing offers

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

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

FAX:TEL: (912)767-8420 TEL: FAX:

W9124M18B0011 59

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

Replace Roof, Bldg 19101 Page 3 of 59

IJO No. YGB-6-7J

SPECIFICATIONS

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Replace Roof Bldg 19101, FS

FFP

The work includes, but is not necessarily restricted to, the following items:

1.Replace existing asphalt shingle roofing in kind.

2.Replace damaged plywood roof sheathing.

3.Remove lightning protection connection points and reinstall.

FOB: Destination

PURCHASE REQUEST NUMBER: 0011211876

PSC CD: Z2AZ

NET AMT

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ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job Replace Roof Bldg 9692

FFP

The work includes, but is not necessarily restricted to, the following items:

1.Repair holes in roof surface.

2.Remove and replace worn out screws and neoprene washers.

3.Replace flashing on vent through roof pipes.

4.Replace flashing on roof curbs.

5.Pressure wash metal roof and gutters to prepare for roof coating.

6.Apply flexible acrylic waterproofing system over entire roof surface and gutters.

7.Color of coating to be Berridge Colonial Red.

FOB: Destination

PURCHASE REQUEST NUMBER: 0011211876

PSC CD: Z2AZ

NET AMT

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government 0002 N/A N/A N/A Government

DELIVERY INFORMATION

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CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 05-NOV-2018 1 W0VA USA GAR EN R U MAINT PB00

W0VA USA GAR EN R U MAINT

328 ITALY STREET BLDG 1152

FORT STEWART GA 31314-5185

912-435-0285

W33DL4

0002 05-NOV-2018 1 (SAME AS PREVIOUS LOCATION)

W33DL4

CLAUSES INCORPORATED BY FULL TEXT

252.232-7003 ELECTRONIC SUBMISSION OF PAYMENT REQUESTS AND RECEIVING REPORTS

(JUNE 2012)

(a) Definitions. As used in this clause–

(1) Contract financing payment and invoice payment have the meanings given in section 32.001 of the Federal Acquisition Regulation.

(2) Electronic form means any automated system that transmits information electronically from the initiating system to all affected systems. Facsimile, e-mail, and scanned documents are not acceptable electronic forms for submission of payment requests. However, scanned documents are acceptable when they are part of a submission of a payment request made using Wide Area WorkFlow (WAWF) or another electronic form authorized by the Contracting Officer.

(3) Payment request means any request for contract financing payment or invoice payment submitted by the Contractor under this contract.

(4) Receiving report means the data required by the clause at 252.246-7000, Material Inspection and Receiving Report.

(b) Except as provided in paragraph (c) of this clause, the Contractor shall submit payment requests and receiving reports using WAWF, in one of the following electronic formats that WAWF accepts: Electronic Data Interchange, Secure File Transfer Protocol, or World Wide Web input. Information regarding WAWF is available on the Internet at https://wawf.eb.mil/.

(c) The Contractor may submit a payment request and receiving report using other than WAWF only when–

(1) The Contracting Officer administering the contract for payment has determined, in writing, that electronic submission would be unduly burdensome to the Contractor. In such cases, the Contractor shall include a copy of the Contracting Officer's determination with each request for payment;

Replace Roof, Bldg 19101 Page 6 of 59

(2) DoD makes payment for commercial transportation services provided under a Government rate tender or a contract for transportation services using a DoD-approved electronic third party payment system or other exempted vendor payment/invoicing system (e.g., PowerTrack, Transportation Financial Management System, and Cargo and Billing System);

(3) DoD makes payment for rendered health care services using the TRICARE Encounter Data System (TEDS) as the electronic format; or

(4) When the Governmentwide commercial purchase card is used as the method of payment, only submission of the receiving report in electronic form is required.

(d) The Contractor shall submit any non-electronic payment requests using the method or methods specified in Section G of the contract.

(e) In addition to the requirements of this clause, the Contractor shall meet the requirements of the appropriate payment clauses in this contract when submitting payments requests.

(End of clause)

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (MAY 2013)

(a) Definitions. As used in this clause--

Department of Defense Activity Address Code (DoDAAC) is a six position code that uniquely identifies a unit, activity, or organization.

Document type means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

Local processing office (LPO) is the office responsible for payment certification when payment certification is done external to the entitlement system.

(b) Electronic invoicing. The WAWF system is the method to electronically process vendor payment requests and receiving reports, as authorized by DFARS 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall--

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.acquisition.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this Web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through

Replace Roof, Bldg 19101 Page 7 of 59

WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via Web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor must use the following information when submitting payment requests and receiving reports in WAWF for this contract/order:

(1) Document type. The Contractor shall use the following document type(s).

Construction Invoice

(Contracting Officer: Insert applicable document type(s). Note: If a “Combo” document type is identified but not supportable by the Contractor's business systems, an “Invoice” (stand-alone) and “Receiving Report” (stand-alone) document type may be used instead.)

(2) Inspection/acceptance location. The Contractor shall select the following inspection/acceptance location(s) in WAWF, as specified by the contracting officer.

N/A

(Contracting Officer: Insert inspection and acceptance locations or “Not applicable”.)

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table* Field Name in WAWF Data to be entered in WAWF Pay Official DoDAAC HQ0490 Issue By DoDAAC W9124M Admin DoDAAC W9124M Inspect By DoDAAC W33DL4 Ship To Code ____ Ship From Code ____ Mark For Code ____ Service Approver (DoDAAC) ____ Service Acceptor (DoDAAC) W33DL4 Accept at Other DoDAAC ____ LPO DoDAAC ____ DCAA Auditor DoDAAC ____ Other DoDAAC(s) ____

(*Contracting Officer: Insert applicable DoDAAC information or “See schedule” if multiple ship to/acceptance locations apply, or “Not applicable.”)

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(4) Payment request and supporting documentation. The Contractor shall ensure a payment request includes appropriate contract line item and subline item descriptions of the work performed or supplies delivered, unit price/cost per unit, fee (if applicable), and all relevant back-up documentation, as defined in DFARS Appendix F, (e.g. timesheets) in support of each payment request.

(5) WAWF email notifications. The Contractor shall enter the email address identified below in the “Send Additional Email Notifications” field of WAWF once a document is submitted in the system.

carl.g.steen.civ@mail.mil Tatjana.m.fisher.civ@mail.mil

(Contracting Officer: Insert applicable email addresses or “Not applicable.”)

(g) WAWF point of contact. (1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.

N/A

(Contracting Officer: Insert applicable information or “Not applicable.”)

(2) For technical WAWF help, contact the WAWF helpdesk at 866-618-5988.

(End of clause)

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Section 00100 - Bidding Schedule/Instructions to Bidders

SOW

Statement of Work

Replace Roof, Bldg 19101

IJO NO YGB-6-7J

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 Replace Roof, Bldg 19101, Fort Stewart, Georgia, complete in strict accordance with specifications and drawings, subject to the terms and conditions of the contract. The work includes, but is not necessarily restricted to, the following items:

1. Replace existing asphalt shingle roofing in kind.

2. Replace damaged plywood roof sheathing.

3. Remove lightning protection connection points and reinstall.

DOCUMENT 00010

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01000 GENERAL REQUIREMENTS

DIVISION 2 - SITE CONSTRUCTION

SECTION 02050 DEMOLITION

DIVISION 3 - CONCRETE

DIVISION 4 - MASONRY

DIVISION 5 - METALS

DIVISION 6 - WOOD AND PLASTICS

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

SECTION 07310 SHINGLES

DIVISION 8 - DOORS AND WINDOWS

DIVISION 9 – FINISHES

DIVISION 10 – SPECIALTIES

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DIVISION 11 - EQUIPMENT

DIVISION 12 - FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

DIVISION 14 - CONVEYING SYSTEMS

DIVISION 15 - MECHANICAL

DIVISION 16 – ELECTRICAL

DIVISION 31 –EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

END OF TABLE OF CONTENTS

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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 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.

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.

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 manufacturers 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

Replace Roof, Bldg 19101 Page 12 of 59 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.

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 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

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SECTION 02050

DEMOLITION

PART 1 GENERAL

1.1 REFERENCES

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

ENGINEERING MANUALS (EM)

EM 385-1-1 2014 U.S. Army Corps of Engineers Safety and Health Requirements Manual

1.2 GENERAL REQUIREMENTS

The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris. Rubbish and debris shall be removed from the site daily, unless otherwise directed, to avoid accumulation at the demolition site. Materials that cannot be removed daily shall be stored in areas specified by the Contracting Officer. In the interest of occupational safety and health, the work shall be performed in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections. In the interest of conservation, salvage shall be pursued to the maximum extent possible; salvaged items and materials shall be disposed of as specified.

1.3 DUST CONTROL

The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the construction site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution.

1.4 PROTECTION

1.4.1 Protection of Personnel

During the demolition work the Contractor shall continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the demolition site. The Contractor shall ensure that no elements determined to be unstable are left unsupported and shall be responsible for placing and securing bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

1.4.2 Protection of Existing Property

Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government; any damaged items shall be repaired or replaced as approved by the Contracting Officer. The Contractor shall coordinate the work of this section with all other work and shall construct and maintain shoring, bracing, and supports as required. The Contractor shall ensure that structural elements are not overloaded and shall be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

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1.5 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.6 USE OF EXPLOSIVES

Use of explosives will not be permitted.

1.7 AVAILABILITY OF WORK AREAS

Areas in which the work is to be accomplished will be available in accordance with the direction of the Contracting Officer.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 DISPOSITION OF MATERIAL

Title to material and equipment to be demolished, is vested in the Contractor upon receipt of notice to proceed. The Government will not be responsible for the condition, loss or damage to such property after notice to proceed.

3.2 CLEAN UP

Debris shall be removed and transported in a manner that prevents spillage on streets or adjacent areas. Local regulations regarding hauling and disposal shall apply.

—End of Section—

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IJO No. K18-11-7J

SECTION 07310

SHINGLES

PART 1 - GENERAL

1.01 SUMMARY

A. The Contractor shall provide shingles for roofing applications.

1.02 SUBMITTALS

A. Product Data: The Contractor shall submit manufacturer's product data and installation instructions for each material and product used.

B. Samples: The Contractor shall submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated.

C. Warranty: The Contractor shall submit manufacturer's standard warranty. Include labor and materials to repair or replace defective materials.

1. Warranty Period: 25 years.

1.03 QUALITY ASSURANCE

A. The Contractor shall comply with governing codes and regulations. The Contractor shall provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. The Contractor shall deliver, handle, and store materials in accordance with manufacturer's instructions.

B. Performance Standards:

1. Wind Speed: Fort Stewart, 110 MPH and Hunter Army Airfield, 130 MPH.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Asphalt Shingles:

1. Manufacturers: Atlas Roofing Products, Celotex Roofing Products, CertainTeed Roofing Products, GAF Materials Corp., Owens-Corning Fiberglass or approved equal.

2. Type: Square tab, fiberglass strip shingles.

3. Type: Square tab, organic-felt strip shingles.

4. Type: Heavyweight, laminated, organic-felt strip shingles.

5. Type: Three dimensional, fiberglass, laminated strip shingles.

6. Type: Staggered-butt-edge, fiberglass strip shingles with tabs.

7. Type: Staggered edge, fiberglass shingles.

8. Accessories:

a. Hip and ridge shingles.

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

c. Self – Adhering, rubberized asphalt perimeter underlayment, 40 mils.

d. Metal flashing and drip edge.

e. Mechanically fastened snow guards.

B. Wood Shingles:

1. Type: No. 1 Grade Blue Label western red cedar.

2. Accessories:

a. Felt, ASTM D 226 Type I.

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b. Rubberized asphalt perimeter underlayment.

c. Metal flashing and drip edge.

d. Ridge vent.

e. Prefabricated hip and ridge shingles.

f. Mechanically fastened snow guards.

C. Wood Shakes:

1. Type: No. 1 Grade hand split and re sawn western red cedar.

2. Accessories:

a. Felt, ASTM D 226 Type I.

b. Rubberized asphalt perimeter underlayment.

c. Metal flashing and drip edge.

d. Ridge vent.

e. Prefabricated hip and ridge shingles.

f. Mechanically fastened snow guards.

D. Slate Shingles:

1. Manufacturers: American Slate Company., Evergreen Slate Co., Inc., Slate International, Inc., Vermont Structural Slate Company, Inc., or approved equal.

2. Type: Standard, ASTM C 406, Grade S1.

3. Type: Textural, ASTM C 406, Grade S1.

4. Type: Graduated, ASTM C 406, Grade S1.

5. Accessories:

a. Felt, ASTM D 226 Type I.

b. Rubberized asphalt perimeter underlayment.

c. Metal flashing and drip edge.

d. Mechanically fastened snow guards.

E. Metal Shingles:

1. Manufacturers: Alcoa Building Products., ATAS International, Inc., Berridge Manufacturing Co., Classic Products, Inc., Vail Metal Systems, Zappone Manufacturing, or approved equal.

2. Type: Formed aluminum sheet:

a. Finish: Polymer.

b. Finish: Siliconized polyester.

c. Finish: Baked enamel.

3. Type: Galvanized sheet steel:

a. Finish: Polymer.

b. Finish: Siliconized polyester.

c. Finish: Baked enamel.

4. Type: Galvanized coated sheet steel:

a. Finish: Polymer.

b. Finish: Siliconized polyester.

c. Finish: Baked enamel.

5. Accessories:

a. Felt, ASTM D 226 Type I.

b. Rubberized asphalt perimeter underlayment.

c. Metal flashing and drip edge.

d. Hip and ridge tiles.

e. Mechanically fastened snow guards.

PART 3 EXECUTION

3.01 INSTALLATION

A. The Contractor shall comply with recommendations of NRCA Steep Roofing Manual.

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B. The Contractor shall 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.

C. The Contractor shall install water protection sheet at valleys, ridges, and eaves.

D. The Contractor shall restore damaged components and clean and protect work from damage.

--End of Section 07310--

Statement of Work

Repair Roof, Bldg 9592

IJO NO K18-11-7J

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 Roof, Bldg 9592, Fort Stewart, Georgia, complete in strict accordance with specifications and drawings, subject to the terms and conditions of the contract. The work includes, but is not necessarily restricted to, the following items:

1. Repair holes in roof surface.

2. Remove and replace worn out screws and neoprene washers.

3. Replace flashing on vent through roof pipes.

3. Replace flashing on roof curbs.

4. Pressure wash metal roof and gutters to prepare for roof coating.

5. Apply flexible acrylic waterproofing system over entire roof surface and gutters.

6. Color of coating to be Berridge Colonial Red.

DOCUMENT 00010

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01000 GENERAL REQUIREMENTS

DIVISION 2 - SITE CONSTRUCTION

SECTION 02050 DEMOLITION

DIVISION 3 - CONCRETE

DIVISION 4 - MASONRY

Repair Roof, Bldg 9592 Page 18 of 59

DIVISION 5 - METALS

DIVISION 6 - WOOD AND PLASTICS

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

DIVISION 8 - DOORS AND WINDOWS

DIVISION 9 – FINISHES

SECTION 099611 ELASTOMERIC ROOF COATING SYSTEM

DIVISION 10 – SPECIALTIES

DIVISION 11 - EQUIPMENT

DIVISION 12 - FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

DIVISION 14 - CONVEYING SYSTEMS

DIVISION 15 - MECHANICAL

DIVISION 16 – ELECTRICAL

DIVISION 31 –EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

END OF TABLE OF CONTENTS

Repair Roof, Bldg 9592 Page 19 of 59

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 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.

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.

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 manufacturers 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

Repair Roof, Bldg 9592 Page 20 of 59 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.

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 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

Repair Roof, Bldg 9592 Page 21 of 59

SECTION 02050

DEMOLITION

PART 1 GENERAL

1.1 REFERENCES

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

ENGINEERING MANUALS (EM)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010; Changes 4-6

2011; Change 7 2012) U.S. Army Corps of Engineers Safety and Health Requirements Manual

1.2 GENERAL REQUIREMENTS

The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris. Rubbish and debris shall be removed from the site daily, unless otherwise directed, to avoid accumulation at the demolition site. Materials that cannot be removed daily shall be stored in areas specified by the Contracting Officer. In the interest of occupational safety and health, the work shall be performed in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections. In the interest of conservation, salvage shall be pursued to the maximum extent possible; salvaged items and materials shall be disposed of as specified.

1.3 DUST CONTROL

The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the construction site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution.

1.4 PROTECTION

1.4.1 Protection of Personnel

During the demolition work the Contractor shall continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the demolition site. The Contractor shall ensure that no elements determined to be unstable are left unsupported and shall be responsible for placing and securing bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

1.4.2 Protection of Existing Property

Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government; any damaged items shall be repaired or replaced as approved by the Contracting Officer. The Contractor shall coordinate the work of this section with all other work and shall construct and maintain shoring, bracing, and supports as required. The Contractor shall ensure that structural elements are not overloaded and shall be responsible for increasing structural

Repair Roof, Bldg 9592 Page 22 of 59 supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

1.5 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.6 USE OF EXPLOSIVES

Use of explosives will not be permitted.

1.7 AVAILABILITY OF WORK AREAS

Areas in which the work is to be accomplished will be available in accordance with the direction of the Contracting Officer.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 DISPOSITION OF MATERIAL

Title to material and equipment to be demolished, is vested in the Contractor upon receipt of notice to proceed. The Government will not be responsible for the condition, loss or damage to such property after notice to proceed.

3.2 CLEAN UP

Debris shall be removed and transported in a manner that prevents spillage on streets or adjacent areas. Local regulations regarding hauling and disposal shall apply.

W9124M18B0011

SECTION 09 96 11

ELASTOMERIC ROOF COATING SYSTEM

PART 1 GENERAL

1.01 SUMMARY

A. Furnish and install elastomeric roof coating system, including:

1. Roofing manufacturer's requirements for the specified warranty.

2. Preparation of roofing substrates.

3. Elastomeric roof coating.

4. Other roofing-related items specified or indicated on drawings or otherwise necessary to provide a complete weatherproof roofing system.

B. Disposal of demolition debris and construction waste is the responsibility of the contractor.

Perform disposal in manner complying with all applicable federal, state, and local regulations.

C. Comply with the published recommendations and instructions of the roof coating manufacturer.

D. Commencement of work by the Contractor shall constitute acknowledgement by the Contractor that this specification can be satisfactorily executed, under the project conditions and with all necessary prerequisites for warranty acceptance by roofing coating manufacturer.

1.02 REFERENCES

A. Referenced Standards: These standards form part of this specification only to the extent they are referenced as specification requirements.

1. ASTM C 1653 - Standard Test Methods for Water Vapor Transmission of Organic Coating Films; 2008 or later.

1.03 SUBMITTALS

A. Product Data:

1. Provide coating manufacturer's printed data sufficient to show that all components of coating system, including accessories, comply with the specified requirements and with the coating manufacturer's requirements and recommendations for the system type specified;

include data for each product used in conjunction with coating system.

2. Installation Instructions: Provide manufacturer's instructions to installer, marked up to show exactly how all components will be installed; where instructions allow installation options, clearly indicate which option will be used.

1.04 QUALITY ASSURANCE

A. Applicator Qualifications: Installer shall have the following:

1. Current Firestone accepted status.

2. At least 5 years’ experience in installing specified system.

B. Pre-Installation Conference: Before start of metal roof coating application, Contractor shall hold a meeting to discuss the proper installation of materials and requirements to achieve the intended result.

1. Require attendance with all parties directly influencing the quality of the work or affected by the performance of the work.

2. Notify COR well in advance of meeting.

1.05 DELIVERY, STORAGE AND HANDLING

A. Deliver products in manufacturer's original containers, dry and undamaged, with seals and labels intact and legible.

B. Store materials clear of ground and moisture with weather protective covering.

C. Keep combustible materials away from ignition sources.

1.06 WARRANTY

A. Comply with all warranty procedures required by manufacturer, including notifications, scheduling, and inspections.

B. Warranty: 10 Year Limited Warranty covering material and accessories.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Acceptable Manufacturer: The manufacturer shall meet the following qualifications:

a. Specializing in manufacturing the coating system to be provided.

b. ISO 9002 certified.

B. Manufacturer of Rust Inhibitive Metal Primer: Same manufacturer as elastomeric coating.

2.02 ELASTOMERIC COATING DESCRIPTION

A. Coating System:

1. Vehicle Base : Acrylic Resin, 100%

2. Elongation

a. Initial Elongation: 180% @ 77°F

b. Aged Elongation: 130%@73°F; 1,000 hours Xenon Arc exposure

3. Tensile Strength: 240 psi 1000 Hrs.

4. Content:

a. Solids by weight: 67 ± 2%

b. Solids by volume: 52 ± 2%

5. Permeance: 4 perms according to ASTM D1653

6. Color : Match existing

2.03 ACCESSORY MATERIALS

A. Rust Inhibitive Metal Primer.

B. Elastomeric Seam Tape, a polyester fabric backed, modified butyl rubber adhesive tape.

PART 3 INSTALLATION

3.01 WEATHER REQUIREMENTS FOR APPLICATION

A. Application Acrylic Roof Coating Materials, including Acrylic Rust Inhibitive Metal Primer must be performed at 50 °F (10 °C) and rising. Temperatures must remain above 50 °F (10 °) for both application and cure time. Cure time will vary, depending on weather conditions. Low temperatures and high humidity will prolong cure time required.

B. Do not begin work if rain is expected within twenty-four (24) hours of application. Do not apply if weather does not permit four to six (4 to 6) hours dry time prior to rain, fog or temperatures falling below 50 °F (10 °C).

3.02 SUBSTRATE PREPARATION

A. It is the contractor’s responsibility to ensure that the substrate (roof surface to be coated) is adequately prepared to receive the Elastomeric Roof Coating System

B. Holes, splits and openings in the metal roof must be repaired prior to application of the Elastomeric Roof Coating System.

1. Holes less than or equal to (6.4 mm) in diameter can be patched using Acrylic Patching

Cement and/or Elastomeric Seam Tape.

C. New metal must be installed on all deteriorated metal panels with dents, holes or splits greater than 1/4" (6.4 mm) in any dimension.

1. When a panel has deteriorated in the center but is still sound at the edges, it can be covered by a new panel without removing the damaged section.

2. The new panel must be completely secured in the side laps with the screws of the proper type and size and taped at both ends.

D. New metal must weather a minimum of six (6) months or be cleaned to remove residual oil. Residue can be removed using an environmentally safe cleaner.

E. Replace loose or missing fasteners with oversized fasteners.

F. Loose panels must be reattached using the appropriate fasteners to ensure panels are pulled together flush.

G. Remove existing sealing materials (i.e., bituminous mastic, calk type sealant materials, etc.).

H. Substrates must be clean and dry with no oils, grease, moisture or loose debris. Power washing is recommended.

I. Treat all areas of corrosion with Rust Inhibitive Metal Primer or Acrylic Rust Inhibitive Metal Primer prior to applying repair products and coating.

J. When Elastomeric Seam Tape is used, it is recommended that the installed tape be coated with Elastomeric Coating the same day as installation.

K. Seal end laps with Elastomeric Seam Tape or three-coursed with Polyester Fabric and Acrylic Patching Cement.

L. Side laps (vertical seams) must be sealed. Note: It is not necessary to seal vertical seams on standing seam roofs.

M. Install Elastomeric Seam Tape on all breaks in metal at corrugations

N. On standing seam roofs, metal closures must be sealed with Acrylic Patching Cement.

O. Caulk all reglets and termination bars.

P. Corrective measures must be taken in areas where water ponds for more than forty-eight (48) hours. The inclusion of crickets or other remediation measures to remove low spots must be completed prior to coating application.

3.03 ELASTOMERIC ROOF COATING APPLICATION

A. Inspect the roof to ensure that preparatory work has been properly completed and all substrate problem areas have been corrected.

B. IMPORTANT: Allow for complete coverage by multiplying the total square feet of the area to be coated by a minimum of 1.15. The extra material will compensate for the additional surface area of corrugation and irregular metal surfaces, and will insure that adequate coating is on hand to complete the job.

C. Apply a base coat of Elastomeric Roof Coating that is a different color than the surface coating to be used (Gray base coat is recommended, any color can be used).

D. Base coat may be applied with airless sprayer, brush, or roller.

E. Allow base coat to dry a minimum of twenty-four (24) hours before applying top coat.

F. Inspect base coat prior to application of top coat. Confirm proper adhesion and that surface is clean.

G. Provide finish coat in accordance with manufacturer’s application guide relative to current condition.

H. All work to secure/maintain the manufacturer’s warranty must be completed using materials from that manufacturer.

I. Inspect the completed application for uncoated areas, loose panels, gaps, holes, and joints that have been improperly taped.

J. Correct any defects.

TECHNICAL PROVISIONS

GENERAL

Replace Roof, Bldg 19101

YGB-6-7J

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 Replace Roof, Bldg 19101 complete in strict accordance with specifications and drawings. The work includes, but is not necessarily restricted to, the following items.

Replace existing asphalt shingle roofing in kind. Replace damaged plywood roof sheathing. Remove lightning protection connection points and reinstall.

1.2 Additives – N/A

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

Equipment: N/A

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

Equipment: N/A

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

Equipment: 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.

2.5. Entry – Entry to all areas, except the cantonment area, shall be coordinated with Range Control, Building 8302 (intersection of Highway 144 and Fort Stewart Road 47) and the Provost Marshal’s Office.

2.6. Fire Zone – The contractor is required to provide 72-hour notice to the

Contracting Officer prior to the final programming of the fire zone information at the main fire station.

2.7. Foreign Object Debris (FOD) – The Contractor shall take special precautions to contain Foreign Object Debris (FOD) in and around any runways, taxi ways and aprons.

2.8 Operational Safety on the Airfield During Construction

2.8.1 Contractor shall be responsible for implementing construction – phasing plan included in the Contract Documents.

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 RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS

FORT STEWART AND HUNTER ARMY AIRFIELD

4.4.1 Disposal: All waste generated from construction, demolition, and renovation contracts must be disposed of off the installation in a permitted disposal facility and in accordance with all Federal, State, and Local rules and regulations unless otherwise stated in the contract. At the end of each month, the contactor will provide copies of all disposal weight/scale tickets to the Contracting Officer’s Representative (COR) showing the in, out, and tare weights of each load taken from the installation. The COR will provide copies of these tickets to the DPW Environmental Division, Solid Waste Management Section for tracking and regulatory reporting requirements.

4.4.1.1 Recycling/Salvage: Fort Stewart and Hunter…