Solicitation_W9124M-17-B-0012.pdf

0011033690

Install Turf Field, Bldg 724, Ft Stew art, GA

PROJECT NO: J1-5-7J

PROJECT TITLE: Install Turf Field, Bldg 724, Ft Stew art, GA

PROJECT LOCATION: Hunter Army Airf ield Georgia

SET ASIDE: 100% HUBZone

NAICS CODE: 238990

SIZE STANDARD: $15,000,000.00

MAGNITUDE OF CONSTRUCTION PROJECT: The estimated value of the proposed w ork is betw een $100,000.00 and $250,000.00.

DRAWINGS: TURF FIELD BLDG 724 H1973_Combined

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: Thursday, 07 September 2017 at 1:00 p.m. at BLDG 724 Hunter Army Airf ield, GA 31409

DUE DATE FOR ALL QUESTIONS: Tuesday, 12 September 2017 by 4:00 p.m..

BID OPENING: Monday, 25 September 2017 @ 10:00 a.m. at 976 William H. Wilson Ave, Building 621, Suite 101, 1st Floor Conference Room, Fort Stew art, GA 31314

X

CASEY CLOSE 912-767-5296

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

25-Aug-2017

(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 ________45 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________

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

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

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________25 Sep 2017 (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 _______60 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

01:00 PM (hour)

Sealed envelopes containing offers

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

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

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

W9124M-17-B-0012 97

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued)

(Construction, Alteration, or Repair)

CODE FACILITY CODE

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

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

AMOUNTS SEE SCHEDULE OF PRICES

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

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

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

See Item 14

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

30B. SIGNATURE

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

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

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

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

30C. DATE

(Type or print)

TEL: EMAIL:

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

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section A - Solicitation/Contract Form

NOTICE TO BIDDERS I

NOTICE TO BIDDERS I

1. Visitors that do not have a DoD issued identification card (Commond Access Card, Military ID, Military

Dependent ID, or Automated Installation Entry Card) must visit the Visitor Control Center at Gate One. Visitors are required to provide proof of vehicle registration, proof of insurance, driver’s license and agree to a background check in order to receive a visitor’s pass. The process takes pproximately 10 minutes per person. Further information about accesing Fort Stewart and Hunter Army Airfield can be found at the below web address.

http://www.stewart.army.mil/info/?id=463

2. Specific information regarding visitors access, background checks, and contact information can be found at the below web address.

http://www.stewart.army.mil/info/?id=391

3. Directions to Fort Stewart can be found at the below web address.

http://www.stewart.army.mil/info/?id=464&p=1

4. Contractors performing work on Fort Stewart for an extended period of time may request Automated Installation

Entry Card to avoid the standard background check for those without a DoD issued identification card. Further information regarding the AIE card can be found at the below web address.

http://www.stewart.army.mil/info/?id=463&p=0

5. All commercial trucks weighing 5-tons or greater, must use the dedicated truck inspection point at the 15th Street

Access Control Point (Gate 7/7C). Further information regarding commercial truck access can be found at the below web address.

6. For further information regarding access to Fort Stewart or Hunter Army Airfield or to obtain an AIE card please call the following numbers. Please visit the web addresses above before calling.

Fort Stewart: 912-767-9593

Hunter Army Airfield: 912-315-6121

NOTICE TO BIDDERS II

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 Casey B. Close/Mary L. Hightower.

http://www.stewart.army.mil/info/?id=463 http://www.stewart.army.mil/info/?id=391 http://www.stewart.army.mil/info/?id=464&p=1

6. MICC-Fort Stewart only receives CERTIFIED mail through the US Postal Service on Mondays and

Wednesdays at 10:00 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: H1973_Combined are associated with this solicitation.

8. Contractors must be registered in the System for Award Management (SAM.gov) under NAICS Code 238990.

See FAR 52.204-7 and FAR 52.204-8.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Install Turf Field, Bldg 724, HAAF

FFP

The work covered by this CLIN consists of furnishing all plant, labor, materials and performing all operations required in connection with Install Turf Field, Bldg

724, Hunter Army Airfield, Georgia, complete in strict accordance with specifications and drawings, subject to the terms and conditions of the contract.

FOB: Destination

PURCHASE REQUEST NUMBER: 0011033690

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Job Contract Manpower Reporting

FFP

The contractor shall report ALL contractor labor hours (including ubcontractor labor hours) required for performance of services provided under this task order for the Uplands Site Prep contract via a secure data collection site. The Contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil/. Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2017. Contractors may direct questions to the help desk at:

http://www.ecmra.mil/.

NOTE: If the reporting is not separately priced, insert "NSP" in the blank space under “Amount”.

FOB: Destination

NET AMT

BID PRICE

BID PRICE

Install Turf Field, Bldg 724

Hunter Army Airfield, GA.

J1-5-7J

CLIN DESCRIPTION BID AMOUNT

0001 Install Turf Field $

0002 Contract Manpower Reporting (CMR)* $

TOTAL $

BASIS OF AWARD

Award will be made on the basis of the lowest responsive, responsible bid received for the Item above.

*Further information for CLIN 0002 (CMR) is found in Section H.

Section C - Descriptions and Specifications

STATEMENT OF WORK

STATEMENT OF WORK

TECHNICAL PROVISIONS

GENERAL

Install Turf Field, Bldg 724

IJO NO J1-5-7J

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 Install Turf Field, Bldg 724 complete in strict accordance with specifications and drawings. The work includes, but is not necessarily restricted to, the following items:

1.1.1 Perform engineering work necessary to survey the site, layout the work, size drain piping based on storm water calculations, and prepare a storm water pollution prevention plan.

1.1.2 Install silt fence, construction exit, and storm water inlet protection.

1.1.3 Excavate and haul soil, compact soil for field installation.

1.1.4 Install a geotextile liner in excavated site.

1.1.5 Install perimeter HDPE drain piping.

1.1.6 Install a storm drain manhole, with drain piping connected to it from the turf field and drain piping connected to the existing field inlet box.

1.1.7 Install 4” of drain rock.

1.1.8 Install 2” of finish stone.

1.1.9 Install a concrete curb with nailer along the perimeter of the turf field site.

1.1.10 Install artificial turf with rubber crumb infill on top of finish stone and attached to the concrete curb.

1.1.11 Install field lines every 30’ and hash marks every 3’ in between the field lines.

1.1.12 Install yard line numbers in increments of 10 adjacent to each field line.

1.1.13 Fine grade the site and install centipede sod on all disturbed areas.

1.2 Additives

1.2.1 N/A

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

1.3.1 N/A

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

1.4.1 N/A

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

1.5.1 N/A

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

Contract Documents.

1.7 DRAWINGS AND SITE VISITS

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

2. CONSTRUCTION CONSTRAINTS

2.1. Time of Performance

2.1.1 Access to Buildings – All work requiring access to building interiors excluding attics, crawl spaces, etc. and all other work shall be performed between 7:30 a.m. and 4:30 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 3 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 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 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.

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. 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, ft ) 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.

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 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 https://jkodirect.jten.mil/ meet Installation access requirements to be accomplished by Installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. 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.

SPECIFICATIONS

DOCUMENT 00010

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01000 GENERAL REQUIREMENTS

DIVISION 2 - SITE CONSTRUCTION

SECTION 02050 DEMOLITION

SECTION 02204 BASE/DRAINAGE GENERAL SPECIFICATIONS

SECTION 02230 SITE CLEARING

SECTION 02900 SODDING

DIVISION 3 – CONCRETE

SECTION 03300 CAST IN PLACE CONCRETE

DIVISION 4 - MASONRY

DIVISION 5 - METALS

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

DIVISION 15 - MECHANICAL

DIVISION 16 – ELECTRICAL

DIVISION 31 –EARTHWORK

SECTION 31 23 00.00 20 EARTHWORK, EXCAVATION AND FILL

DIVISION 32 – EXTERIOR IMPROVEMENTS

SECTION 32 12 93.10 ARTIFICIAL GRASS FIELD

END OF TABLE OF CONTENTS

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 02204

BASE/DRAINAGE GENERAL SPECIFICATIONS

A. GENERAL

Install in accordance with Manufacturer's instructions. The Base Contractor and the Turf Contractor shall strictly adhere to the installation procedures outlined under this section. Any variance from these requirements must be accepted in writing, by the Manufacturer’s on-site representative, and submitted to the Architect/Owner, verifying that the changes do not in any way affect the warranty.

B. SOIL BORINGS AND GEO-SOILS REPORT

The specified artificial grass sports field system requires a permeable and stable base for outdoor use. The site’s overall soil and drainage properties should be tested and reported on by an experienced testing laboratory. The key to a good design starts with test borings at locations throughout the site. A representative number of boring should be made on a grid or pattern suitable to provide pertinent data for interpretation by a soils engineer or geosoils expert. At least ten (10) borings are recommended.

Borings should be analyzed to reveal the following information (depth of each boring to be at least ten feet or to refusal):

(a) Soil classification at various depths.

(b) Moisture content, by layer.

(c) Percolation rate, by layer.

(d) Sieve analysis, by layer.

(e) Standard proctor on sub base layer

(f) Soil unconfined compressive strength at different depths.

The presence of any rock, ledge, water or expansive clay, organic materials and debris should be reported.

All topsoil, organic, and non-compacting materials must be removed.

C. SUB-GRADE PREPARATION AND DESIGN

1. The soil bed or sub-grade must have a minimum slope of 0.5% or more, depending on the soil analysis, from the longitudinal center of the field towards the sidelines.

3. The soil bed or sub-grade must be compacted in both directions to attain the specified compaction rate, which is generally 95% standard, Proctor.

4. The soil bed or sub-grade must be prepared to tolerances of not more than 1/2” from design grade to allow for even drainage.

5. After the existing sub-grade has been properly graded, contoured and sloped as required, it shall be compacted using ten (10) ton vibrating roller, as close as possible to 95% Proctor density.

6. A suitable geo-textile fabric is required to cover the soil bed. The fabric shall material suitable for the application, a porous non-woven polypropylene stabilization

ASTM Test Method D2487

ASTM Test Method C566

ASTM Test Method D2434 or D3385

ASTM Test Method D422

ASTM Test Method D698 fabric (Mirafi 140 NL, or equal). Place over the base aggregate overlapping the seams properly.

Depending on the result of the soil analysis, a moisture barrier may be substituted for the permeable geo-textile liner. If a moisture barrier is to be installed, it shall be a minimum 20 mil thick.

D. INSTALLATION OF PERIMETER COLLECTORS

1. Excavate perimeter drainage collector trenches minimum 20" wide and 20" deep. The trenches should be constructed with a minimum 0.5% slope commencing at the low point of the collection system and extending to the high points. Collection trenches should be void of all debris.

2. The trenches shall be backfilled using premium materials and compacted by hand tamping (or equivalent machinery) to a minimum 95% of the maximum density.

3. The fabric should be placed in the perimeter trench first. The fabric should be separate from the fabric on the field. Overlap field and trench liners at least 18" in the direction of runoff flow.

4. Overlap all seams a minimum of eight inches. When overlapping fabric, lap in direction the runoff flows.

5. Weight down the fabric with ballast to prevent fabric movement by wind.

6. Perimeter Collector Pipe: Place 8-12" O.D corrugated, perforated plastic pipes in the collector trenches.

The centerline of the pipe shall coincide with the centerline of the trench. The pipe shall be capable of withstanding the anticipated loading without deformation. Each header should be designed to handle the maximum runoff related to rainfall in that particular locale. Collector headers must be drained to an acceptable, efficient storm sewer, or approved discharge outlet. Pre-manufactured fittings shall be used for all connections into the collector drainage network.

Verify pipe size by a licensed engineer or hydraulics expert to assure conformance with local drainage and runoff requirements.

7. A minimum of 2" clean, drainable crushed stone aggregate shall be placed in the bottom of the collector trenches, on top of the geotextile. The crushed aggregate must be compacted suitably.

8. Place a minimum of 4" clean, crushed aggregate on the sides of the underdrain pipes and headers, and 6" minimum of the aggregate on top of the pipe network. Compact suitably.

E. INSTALLATION OF THE PREFABRICATED COMPOSITE (FLAT) FIELD DRAIN SYSTEM

1. Install minimum 1"x 12" prefabricated under-drain system in herringbone design as shown on the shop drawings with lines approximately 20' on center and connect to perimeter drains.

2. Install according to the manufacturer’s specifications, 1” x 12” Horizontal Strip Drain (Horizontal

Drain) by American Drainage Systems, or equal, prefabricated flat composite under drain lines to perimeter drain lines according the manufacturer's specifications.

3. The Horizontal Strip Drain is a prefabricated, high-flow soil drainage system that offers better draw down of water than pipe while costing around 60% less to install. Strip drains typically consist of a formed polymeric core surrounded by a geo-textile filter fabric. The strip drain filter fabric allows water to pass into the core while restraining soil particles, which might clog the core. The strip drain core allows water to flow to designated drainage exits.

4. The Contractor shall supply all necessary connectors and waterproof tape and is responsible for a proper and secure connection to the collectors.

5. Tape the under drains every 15’ to the fabric using suitable tape.

6. Use due care when applying aggregate not to crush or otherwise damage the strip drains.

E. TURF SYSTEM STONE GRADATION SPECIFICATIONS

%PASSING

Sieves Base Stone Finishing Stone

1½” or 38mm 100

1” or 25mm 95-100

¾ or 19mm 80-100

½” or 12.5mm 60-80 100

3/8” or 9.5mm 30-50 95-100

US #4 or 4.75mm 20-40 70-85

US #8 or 2.36mm 10-30 45-60

US #16 or 1.18mm 7-25 25-40

US #40 or .425mm 5-17 2-12

US #200 or .075mm 0-4 0-3

RESTRICTIONS:

To ensure structural stability: D60/D10 > 5 and 1 < D

30 < 3

D10 D60

Fragmentation must be 100%.

To ensure separation of both stones: D85 of finishing stone > 2

D15 of base stone and 3 < D50 of base stone < 6

D50 of finishing stone

To ensure proper drainage: Permeability of base stone > 10 in/hr (7 X 10 -3 cm/sec)

Permeability of finishing stone > 10 in/hr (7 X 10 -3 cm/sec)

Porosity of both stones > 25%

(Test with stone saturated and compacted to 95% Proctor.)

Depending on the type of rock present in the crushed stone mix, other mechanical characteristics might be necessary for approval.

“Dx” is the size of the sieve (in mm) that lets pass x% of the stone. For example, D60 is the size of the sieve that lets 60% of the stone pass. These sizes, for calculation purposes, may be obtained by interpolation on a semi-log graph of the sieve analysis.

Should the field need to support heavy vehicles, consideration must be given for the load bearing requirements of the base. This information is to be used as a guide only and must be modified to meet local soil conditions and anticipated rainfalls.

F. INSTALLATION OF THE OPEN GRADE CRUSHED STONE BASE COURSE

1. The crushed base stone must be laid without damaging or disturbing the soil bed, geo-textile liner or membrane, or the underlying flat composite drains. It is very important not to create any depressions in the sub-grade with heavy equipment. The specified stone or aggregate supplied must conform to the recommended specifications, as noted above. The finished crushed stone or aggregate base supplied must be stable and permeable. The stone shall be damp when transported to site and shall be kept damp during installation, to minimize segregation of the materials.

2. If the required compacted depth of the base course exceeds 6”, the base shall be constructed in two or more layers or lifts of approximate equal thickness. Each layer must be compacted in both directions to attain the specified compaction rate. The base course total thickness shall be 4”.

3. The open graded aggregate base course must be sloped 0.5% from the center longitudinal axis towards the sidelines or as specified on the Plans.

4. The grade of the base course shall not vary from the specified grade by more than ½" from design grade.

5. The base course must be compacted in both directions to attain the specified compaction rate, which is generally 95% standard, Proctor.

G. INSTALLATION OF THE CRUSHED STONE FINISHING LAYER

1. The final lift of aggregate layer should not be more than 2” deep.

2. The final lift material must be sloped 0.5% from the center longitudinal axis towards the sidelines unless otherwise specified.

3. The final grade must be compacted in both directions to attain the specified compaction rate, which is generally 95% standard, Proctor, or as close as possible to the satisfaction of the Engineer/Architect.

3. The final grade of the finishing stone shall not vary from the specified grade by more than 1/4” from design grade, nor by more than ¼" when measured under a 10 ft straightedge, in all directions. Laser guided fine grading is mandatory. This tolerance is required over the entire field. Check the tolerance-to-grade by means of an orbital laser once the stone is fine graded and compacted to proper density.

The turf installation company shall not commence work until the base has been tested for compaction, tolerance to grade, and porosity.

SECTION 02230

SITE CLEARING

A. Provide site clearing operations.

1. Clearing and grubbing of stumps and vegetation.

2. Topsoil stripping and stockpiling.

1.02 REFERENCES

1.03 SUBMITTALS

A. Clearing Plan: Submit list of proposed operations, and identify site improvements and features to remain. Include proposed location for stockpiles.

1.04 QUALITY ASSURANCE

A. Comply with governing codes and regulations. Use experienced workers.

PART 2 - PRODUCTS

2.01 MATERIALS

A. Erosion control, siltation control, and dust control materials suitable for site conditions.

PART 3 - EXECUTION

3.01 SITE CLEARING OPERATIONS

A. Protection of vegetation, landscaping, and site improvements not scheduled for clearing which might be damaged by construction activities.

B. Clearing vegetation, and removal and disposal of debris, rubbish, and site improvements.

C. Topsoil stripping and stockpiling.

D. Temporary erosion control, siltation control, and dust control.

E. Temporary protection of adjacent property, structures, benchmarks, cemeteries, and monuments.

F. Removal and legal disposal of cleared materials.

3.02 CLEARING

A. Prevent damage to existing improvements indicated to remain, including improvements on and off site.

B. Remove heavy growths of grass before stripping. Stockpile satisfactory topsoil containing no large stones, foreign matter and weeds on site for reuse.

C. Prevent erosion and siltation of streets, catch basins and piping. Control windblown dust. Remove waste materials and unsuitable soil from site and dispose of in a legal manner.

3.03 STRIPPING OF TOPSOIL

A. Topsoil shall be stripped from areas indicated on drawings; topsoil shall be stripped to a depth of 4 inches. Topsoil shall be spread on areas already graded and prepared for topsoil, or transported and deposited in stockpiles convenient to areas that are to receive application of the topsoil later, or at locations indicated or specified. Topsoil shall be kept separate from other excavated materials, brush, litter, objectionable weeds, roots, stones larger than 2 inches in diameter, and other materials that would interfere with planting and maintenance operations. Any surplus of topsoil from excavations and grading shall be removed from the site.

SECTION 03300

CAST-IN-PLACE CONCRETE

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

1. Footings, foundations, and basement walls.

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

1.02 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.

1.03 QUALITY ASSURANCE

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

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

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.

D. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship.

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

1. Columns, Beams, Walls, Foundations, and Footings:

a. Compressive Strength: 3000 psi.

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.

2. Steel Wire Fabric: ASTM A 185, welded.

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

1. Normal weight aggregates, ASTM C 33.

2. Light weight aggregates, ASTM C 330.

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

4. Fiber Reinforcement: Polypropylene fibers for secondary reinforcement, ASTM C 1116, Type III.

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. Reglets: Galvanized sheet steel reglets, minimum 26 gauge (.018 inch).

2. Waterstops: Rubber or PVC waterstops.

3. Vapor Retarder: ASTM E 154 polyethylene sheet, 10 mils.

4. Vapor Barrier: Premolded membrane, ASTM E 96, Method B, 0 vapor transmission rate.

5. Nonslip Aggregate Finish: Fused…