SOLICITATION-0002_(1).pdf

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9124M-17-B-0002

2. TYPE OF SOLICITATION 3. DATE ISSUED

16-Jun-2017

PAGE OF PAGES

1 OF 68 X SEALED BID (IFB)

NEGOTIATED (RFP)

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

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

0011000332

6. PROJECT NO.

ES-2-4J

7. ISSUED BY CODE W9124M 8. ADDRESS OFFER TO (If Other Than Item 7) CODE

MICC CENTER FORT STEWART

976 WILLIAM H. WILSON AVE SUITE 100

FORT STEWART GA 31314

TEL: (912)767-8470 FAX:

See Item 7

TEL: FAX:

9. FOR INFORMATION

CALL:

A. NAME

SEBRENA M. BUTLER

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

917-767-9033

SOLICITATION

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

Door Hangar Rail

PROJECT NO: ES-2-4J

PROJECT TITLE: Replace Hangar Door Bldg 850 & 860

PROJECT LOCATION: Hunter Army Airfield Georgia

SET ASIDE: 100% HUBZone

NAICS CODE: 238290

SIZE STANDARD: $15 Million

MAGNITUDE OF CONSTRUCTION PROJECT: The estimated value of the proposed w ork is betw een $500,000.00 and $1,000,000.00

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

BONDS: Bid Bond, Payment Bond, and Performance Bonds shall all be required.

SITE VISIT: Wednesday, 28 June 2017 DUE DATE FOR ALL QUESTIONS: Monday, 3 July 2017 by 4:00p.m..

BID OPENING: Tuesday, 25 July 2017 @ 2:00 p.m.

11. The Contractor shall begin perf ormance w ithin 10 calendar days and complete it w ithin 120 calendar days after receiving aw ard, X notice to proceed. This perf ormance period is X mandatory, negotiable. (See 52.211-10 .)

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

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

X YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed of fers in original and 1 copies to perf orm the w ork required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, off ers must be publicly opened at that time. Sealed envelopes containing of fers shall be marked to show the of feror's name and address, the solicitation number, and the date and time off ers are due.

B. An of fer guarantee X is, is not required.

C. All off ers 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 60 calendar days for Government acceptance af ter the date off ers are due w ill not be considered and w ill be rejected.

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

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

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

OFFER (M ust be fully completed by offeror)

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

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

See Item 14

CODE FACILITY CODE

17. The of feror agrees to perf orm 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 af ter the date off ers are due. (Insert any number equal to or greater than 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 of feror 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)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY: CODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

document and return _ copies to issuing office.) Contractor agrees to f urnish and deliv er all items or perf orm all work, requisitions identif ied on this f orm and any continuation sheets f or the consideration stated in this contract. The rights and obligations of the parties to this contract shall be 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.

Y our of f er on this solicitation, is hereby accepted as to the items listed. This award con-summates the contract, which consists of (a) the Gov ernment solicitation and y our of f er, and (b) this contract award. No f urther contractual document is necessary .

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

TEL: EMAIL:

30B. SIGNATURE 30C. DATE

31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

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

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IJO No. ES-2-4J

SPECIFICATIONS

Section A - Solicitation/Contract Form

SPECIAL INSTRUCTIONS

1. Bidders must complete and return the SF 1442 Front and Back (2 pages) & Section B (Bid Price Schedule), by date/time specified in Block 13A of the SF 1442. FAX will not be accepted.

2. Bidders must acknowledge receipt of all amendments by giving number and date as required in block 19.

3. Bids and Bid Amendments shall be submitted in sealed envelopes or packages and show Solicitation Number, Date, and Time of closing on the OUTSIDE OF THE ENVELOPE.

4. Please enter your CAGE code, Tax ID (TIN) & DUNS in Block 14 of Page 2.

5. Hard Copy of the Bid and Electronic copy on CD shall be hand delivered or mailed to the address in Block 7. The envelope shall be marked IAW FAR Clause 52.214-5 and ATTN Sebrena M. Butler/Mary L. Hightower.

6. MICC-Fort Stewart only receives CERTIFIED mail through the US Postal Service on Mondays and Wednesdays at 1:00 pm EST. Regular Mail sent through the US Postal Service is received daily. Please plan accordingly when submitting your Bid/Offer Packages through the US Postal Service.

7. Drawings: H-1909 is associated with this soliciation.

8. Contractors must be registered in the System for Award Management (SAM.gov) under NAICS Code 238290. See FAR 52.204-7 and FAR 52.204-8.

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Section B - Supplies or Services and Prices

AMOUNT

Bldg 850 - Replace Hangar Door Rail

FFP

Bldg 850 - Replace Hangar Door Rail FOB: Destination

PURCHASE REQUEST NUMBER: 0011000332

NET AMT

Bldg 860 - Replace Hangar Door Rail

Bldg 860 - Replace Hangar Door Rail

PURCHASE REQUEST NUMBER: 0011000332

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE

0001 1 Job

0002 1 Job

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Contract Manpower Reporting (CMR)

The contractor will report All contractor labor hours (Including subcontractor labor hours) required for performance of services provided under this contract for the Department of the Army via a secure data collection site - See Section H.

BID PRICE

CLIN BID AMOUNT

0001 - Bldg 850 $

0002 - Bldg 860 $

0003 - CMR $

TOTAL (3 Clins) $

*Please note that the information for Clin #3 (CMR) is found in Section H.

0003 1 Job

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Section C - Descriptions and Specifications

STATEMENT OF WORK

TECHNICAL PROVISIONS

GENERAL

Replace Hangar Door Rails, Bldgs 850 & 860

IJO NO ES-2-4J

1. DESCRIPTION OF WORK:

1.1 Work to be executed: The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Replace Hangar Door Rails, Bldgs 850 & 860 complete in strict accordance with specifications and drawings. The work includes, but is not necessarily restricted to, the following items:

1.1.1 Remove asphalt surface layer from concrete adjacent to hangar doors at Bldg 850 (“K” work).

1.1.2 Install asbestos protection to hangar pocket walls on Bldg 860. Remove when project is complete (“K” work).

1.1.3 Remove reinforced concrete rail bed down to steel ties (“K” work).

1.1.4 Install steel rails onto exposed ties (“K” work).

1.1.5 Attach steel rails to ties (“K” work).

1.1.6 Install new concrete track bed (“K” work).

1.1.7 Repair spalls in adjacent concrete (“K” work).

1.1.8 Flush out drain pipes (“K” work).

1.1.9 Install new floor drain grates (“K” work).

1.1.10 Install new steel drain covers (“K” work).

1.2 Additives

1.2.1 N/A

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

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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 2 business days 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

Replace Hangar Door Rails, Bldgs 850 & 860 Page 8 of 68 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.

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.

3.2 Contractor and crew will be escorted at all times inside of building.

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.

4.3 Contractor shall maintain haul routes to and from the job site.

4.4 FSGA/HAAF has a mandatory recycling program. Unless otherwise specified, the

Government retains all salvage rights. Contractors shall recycle construction & demolition (C&D) 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.

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4.4.1 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.

4.5 Omitted.

4.6 Omitted.

4.7 Omitted.

4.8 Requirements for Sites with Soil Disturbance Less Than 0.75 Acres

4.8.1 An NOI for coverage under the Georgia NPDES will not be necessary. The following requirements still apply:

4.8.2 The site operator must utilize and implement Best Management Practices (BMPs) in accordance with the “Green Book” (Manual for Erosion & Sedimentation Control for the State of Georgia-most current edition).

4.8.3 Site dewatering requires prior approval from the Installation

Environmental Office.

4.8.4 The site operator is required to continuously maintain all BMPs through the duration of site disturbing activities (regardless of NOI requirement). In order for the Army to accept the project as complete, the site must be stabilized to prevent silts and sediments from leaving the construction site.

The Installation, through its Contracting Officer Representative, NRCS, and the DPW Environmental Office, must agree that the project site meets necessary site stabilization parameters as required by the State of Georgia prior to project acceptance by the Army.

4.8.5 At a minimum, a Level 1A E&S Control Certified individual must be on the site during any land disturbance activity in the State of Georgia.

4.8.6 Cross drainage facilities that transport stormwater runoff under roadways must meet the 25- to 100-year design storm, or be in accordance with GA Department of Transportation requirements, whichever is more stringent.

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The design must ensure that the structure/s will not impact any facilities upstream or downstream during heavy rain events. Culverts, bridges, and/or roadway drainage structures require bank stabilization to prevent erosion during rain events.

4.8.7 Ensure all washouts of trucks and equipment is controlled and discharged with adequate E&S control BMPs. Waste material and/or debris must be disposed of properly (not into streams, ditches, or stormwater conveyance systems).

4.8.9 Ensure proper drip pans and secondary containment are utilized for staging, storing, loading, fueling, maintenance, repairs, etc.

4.8.10 Place all fuel storage tanks within plastic lined earthen berms, drive-on, or drive-over containment. The containment area must have a minimum capacity of 110% of the fuel storage tanks capacity for spill prevention, and to capture incidental spills.

4.9 The Army is required to report as-built conditions of low impact development features annually (end of Fiscal Year) on compliance with requirements under Section 438 of the 2007 Energy Independence and Security Act (EISA).

Therefore, the Designer of Record shall provide the completed reporting form to the Installation DPW COR / Real Property Officer as part of the DD Form 1354 Transfer and Acceptance of DoD real property contract close-out process.

4.9.1 REQUIRED SUBMITTAL ITEM: The Designer of Record shall determine the

Low Impact Development Volume required to be retained on site (difference between pre-project and post-project runoff, ft3) and complete section A-E of the Maintaining Hydrology on Army Construction Projects reporting form.

4.9.2 Requirements for Offsite Soils:

4.9.2.1 Test offsite soils brought in for use as backfill for Total Petroleum Hydrocarbons

(TPH), Benzene, Toluene, Ethyl Benzene, and Xylene (BTEX) and full Toxicity Characteristic Leaching Procedure (TCLP) including ignitability, corrosivity and reactivity. Backfill shall contain no more than 100 parts per million (ppm) of total petroleum hydrocarbons (TPH) and no more than 10 ppm of the sum of Benzene, Toluene, Ethyl Benzene, and Xylene (BTEX), and shall pass the TCLP test.

Determine TPH concentrations by using EPA 600/4-79/020 Method 418.1.

Determine BTEX concentrations by using EPA SW-846.3-3 Method 5030/8020.

Perform TCLP in accordance with EPA SW-846.3-3 Method 1311. Provide Borrow Site Testing for TPH, BTEX and TCLP from a composite sample of material from the borrow site, with at least one test from each borrow site.

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4.9.2.2 REQUIRED SUBMITTAL ITEM: Within 24 hours of conclusion of physical tests, submit 2 copies of test results, including calibration curves and results of calibration tests. Do not bring material onsite until tests have been approved by the Contracting Officer.

4.9.9.2 Cultural Resources Management (CRM)

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

4.9.9.4 Accidental Discovery of Remains and Artifacts

Ensure that the SOP for Accidental Discovery of Archaeological Deposits and/or Human Remains is followed (See attached SOP).

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

Replace Hangar Door Rails, Bldgs 850 & 860 Page 12 of 68 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/.

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.

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

Replace Hangar Door Rails, Bldgs 850 & 860 Page 13 of 68 all personal identity verification requirements as directed by DOD, HQDA and/or local policy. 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.

DOCUMENT 00010

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01000 GENERAL REQUIREMENTS

DIVISION 2 - SITE CONSTRUCTION

SECTION 02050 DEMOLITION

DIVISION 3 - CONCRETE

SECTION 03300 CAST-IN-PLACE CONCRETE

DIVISION 4 - MASONRY

DIVISION 5 – METALS

SECTION 05120 STRUCTURAL STEEL

DIVISION 6 - WOOD AND PLASTICS

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

DIVISION 8 - DOORS AND WINDOWS

DIVISION 9 - FINISHES

DIVISION 10 – SPECIALTIES

DIVISION 11 - EQUIPMENT

DIVISION 12 - FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

DIVISION 14 - CONVEYING SYSTEMS

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DIVISION 15 - MECHANICAL

DIVISION 16 – ELECTRICAL

DIVISION 31 –EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

END OF TABLE OF CONTENTS

W9124M-17-B-0002

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 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

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 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.

—End of Section—

SECTION 03300

CAST-IN-PLACE CONCRETE

1.1 SUMMARY

A. Provide cast-in-place concrete for general building construction, including, without limitation:

1. Footings and foundations.

2. Slabs on grade.

B. Requirements (materials, mixes, finishes) apply to concrete work specified in other sections, such as sidewalk paving and fill for metal pan stair treads.

1.2 SUBMITTALS

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

1. Liquid membrane forming compound: FIO, instructions and certificates.

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. Mix Design: Submit for approval mix design proposed for use.

D. Concrete strength: Submit 7 and 28 day cylinder tests.

1.3 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.

B. Testing: Employ an independent testing agency acceptable to Government to design concrete mixes and to perform material evaluation tests. Provide 7 and 28 day cylinder tests. Comply with ASTM C 143, C 173, C 31 and C 39.

1. Perform minimum of one test (two cylinders per test) per day for each day concrete is placed and for each 50 cubic yards placed.

C. Standards:

1. ACI 301, Specifications for structural Concrete for Buildings.

2. ACI 318, Building Code Requirements for Reinforced Concrete, and

CRSI Manual of Standard Practice.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Concrete Design Mixes, ASTM C 94, 28 Day Compressive Strength:

1. Exterior Site Concrete and Pads Exposed to Weather:

a. Compressive Strength: 4500 psi, Air-Entrained.

B. Formwork: Plywood or metal panel formwork sufficient for structural and visual requirements.

C. Reinforcing Materials:

1. Reinforcing Bars: ASTM A 615, Grade 60, deformed.

D. Concrete Materials: ASTM C 150, Type I, Portland cement; potable water.

1. Normal weight aggregates, ASTM C 33.

2. Fly Ash: ASTM C 618, Type F.

E. Concrete Admixtures: Containing less than 0.1 percent chloride ions.

1. Air-Entraining Admixture: ASTM C 260, for exterior exposed concrete and foundations exposed to freeze-thaw.

2. Water-Reducing Admixture: ASTM C 494, Type A, for placement and workability.

3. High-Range Water-Reducing Admixture, Super Plasticizer: ASTM C

494, Type F or G for placement and workability.

4. Water-Reducing, Accelerating Admixture: ASTM C 494, Type E for placement and workability.

5. Water-Reducing, Retarding Admixture: ASTM C 494, Type D for placement and workability.

F. Auxiliary Materials:

1. Liquid Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class A.

2. Epoxy Adhesive: ASTM C 881, two-component material.

12. Premolded Expansion Joint Filler Strips: ASTM D 1751 or ASTM D1752, ¼” joint filler unless otherwise noted.

G. Concrete Finishes For Formed Surfaces:

1. Surfaces Not Exposed To View: As-cast form finish.

2. Surfaces Exposed To View: Smooth form finish.

H. Concrete Finishes for Monolithic Slabs:

1. Nonslip broom finish for exterior concrete platforms, steps, ramps, and sloped walks.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with ASTM C 94. Do not change mix design without approval. Calcium chloride admixtures are not permitted.

B. Chamfer exposed edges/corners to provide straight lines.

C. Tolerance: Plus 1/8" in 10' for grade, alignment, and straightness.

D. Construction Joints: Use keyways, continue reinforcement through joint.

E. Expansion Joints: For exterior work locate 30' o.c. at approved locations. Provide smooth dowels across joint which permit 1" horizontal movement and no vertical shear movement.

F. Isolation Joints: Provide between slabs and vertical elements such as columns and structural walls.

G. Control Joints: Provide sawn or tooled joints or removable insert strips; depth equal to 1/4 slab thickness. Spacing as required and approved.

H. Wall Finishes: As-cast and patched for concealed work; rubbed smooth, filled and cement paste coated for exposed work.

I. Slab Finishes: Obtain sample approval before beginning work.

1. Broom: After trowel finishing, roughen surface by fine brooming perpendicular to traffic direction for exposed exterior walks, steps and ramps.

3.2 CURING AND PROTECTION

A. Comply with ACI standards for Hot and Cold Weather Concreting.

B. Concrete shall be protected against loss of moisture and rapid temperature changes for at least 7 days from the beginning of curing operation. All equipment needed for adequate curing and protection of the concrete shall be on hand and ready for use before actual concrete placement begins. Protection shall be provided as necessary to prevent cracking due to temperature changes during the curing period.

C. CURING: Begin initial curing as soon as free water has disappeared from exposed surfaces. Continue curing by use of moisture-retaining cover or membrane-forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protection as required to prevent damage to exposed concrete surfaces.

SECTION 05120

STRUCTURAL STEEL

1.1 SUMMARY

A. Provide structural steel for building construction. Include related anchors, fasteners, and connectors.

B. Modify existing structural steel systems and components to accommodate remodeling and new work.

1.2 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. Submit for approval test reports.

1.3 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.

B. Standards: AISC, Code of Standard Practice for Steel Buildings and Bridges, and applicable regulations.

C. Testing: Independent testing laboratory.

D. Erection Tolerances: AISC standards.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Steel Materials:

1. Structural Steel Shapes, Plates, and Bars: ASTM A 572.

2. Anchor Bolts: ASTM A 307, nonheaded type.

B. Auxiliary Materials:

1. Direct Tension Indicators: ASTM A 959.

2. Electrodes for Welding: AWS Code.

3. Cement Grout: Portland cement, sand.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Rails: Standard A.S.C.E. or A.R.E.A. weighing not less than 60 pounds per yard.

Anchor rails as indicated. Set rails to elevation within plus or minus 1/4 inch, with variations from elevation no greater rate than 1/8 inch in 20 feet. Nominal design relationship between top guides and bottom rails to be maintained without exception. Center-to-center dimensions of bottom rails to be maintained within plus or minus 1/8 inch with variation from nominal no greater than 1/8 inch in 20 feet. Weld rail joints and grind smooth or provide with splice plate in accordance with ASCE standards.

B. Comply with AISC codes and specifications, and with AWS "Structural Welding

Code".

C. Employ a registered engineer to check elevations and plumb and level tolerances;

certify that installed work is within AISC Standards. Owner may engage testing/inspection agency to inspect welded and bolted connections.

D. Touch-up field welds and abraded areas with shop primer.

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government 0003 Destination Government Destination Government

CLAUSES INCORPORATED BY FULL TEXT

52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)

(a) Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not--

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may (1) by contract or otherwise, replace or correct the work and charge the cost to the Contractor or (2) terminate for default the Contractor's right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

(End of clause)

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

0001 31-JUL-2017 1 DPW-FORT STEWART

CARL STEEN

1557 FRANK COCHRAN DRIVE

FORT STEWART GA 31314

912-767-5615

W33DL4

0002 31-JUL-2017 1 (SAME AS PREVIOUS LOCATION)

0003 31-JUL-2017 1 (SAME AS PREVIOUS LOCATION)

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 120 Days after the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $911.53 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

Section G - Contract Administration Data

SUBMIT INVOICE ELECTRONICALLY

(a) To expedite payment, reduce lost documents, and increase visibility into the status of payments, the Department of Defense (DOD) has implemented electronic invoicing. In conformance with Defense Federal Acquisition Regulation supplement (DFARS) Clause 252.232-7003, Electronic submission of payment Request, which is incorporated herein by reference, contractors shall submit invoices ELECTRONICALLY through the Defense Finance and Accounting System (DFAS) Web Invoicing System (Wide Area Workflow – Receipt and Acceptance).

(WAWF-RA)) at https://wawf.eb.mil/. Select Construction Invoice.

(b) Applicable codes necessary for submission of invoices against this contract are as shown below:

1. ADMINISTERED BY: Sebrena M. Butler

2. ISSUED BY: W9124M

3. CONTRACTING OFFICE: W9124M

4. PAYMENT: HQ0490 DFAS-Indianapolis

5. DODAAC/INSPECT BY: W33DL4

6. LPO: n/a

7. DESCRIPTION: Replace Hangar Door.

8. CONTRACTOR’S CAGE CODE:

(c) Paper invoices will be rejected and returned and the contractor advised to invoice electronically.

(d) For assistance regarding electronic invoicing issues, please contract WAWF Customer Service at 1-866-618- 5988 or DFAS Electronic Commerce Division at 1-614-693-6868. Web-based training is available at the WAWF site https://www.wawftraining.com

(End)

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 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

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

FORT STEWART

(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 Service Approver (DoDAAC) W33DL4 Service Acceptor (DoDAAC) W33DL4

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

(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.

mary.l.hightower2.civ@mail.mil

(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.

sebrena.m.butler.civ@mail.mil

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

Section H - Special Contract Requirements

SPECIAL NOTES

ALTERNATE DISPUTES RESOLUTION

In furtherance of Federal policy and the Administrative Dispute Resolution Act of 1990 (ADR Act), Public Law 101-552 and FAR Clause 52.233-1, the Contracting Officer will try to resolve all post award acquisition issues in controversy by mutual agreement of both parties.