W912QR20R0004_Specs_FFE-0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912QR20R0004 for the construction of the Joint Operations and Mission Planning Center located at Scott Air Force Base, Illinois is hereby amended as follow s:

SEE SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 5

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

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912QR20R0004

X 9B. DATED (SEE ITEM 11)

08-Mar-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

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

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

02-Apr-2021

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR20R0004_Specs_FFE-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0003 - PLANS & SPECS

General Information:

1. The due date and time for proposals in response to this solicitation remains Thursday, 15 April 2021 at 1400 HRS local time.

2. The Price Breakout Schedule has been replaced in its entirety.

The following Plan Sheets have been replaced in their entirety:

3. CS507 SITE DETAILS 7

4. S-101 FOUNDATION AND SLAB PLAN - AREA A

5. S-102 FOUNDATION AND SLAB PLAN - AREA B

6. S-103 FOUNDATION AND SLAB PLAN - AREA C

7. S-104 FOUNDATION AND SLAB PLAN - AREA D

8. S-105 FOUNDATION AND SLAB PLAN - AREA E

9. S-106 FOUNDATION AND SLAB PLAN - AREA F

10. S-312 SECOND FLOOR FRAMING SECTIONS AND DETAILS 2 OF 2

11. S-326 ROOF FRAMING SECTIONS AND DETAILS 6 OF 6

12. S-401 ENLARGED PILE CAP PLANS 1 OF 2

13. S-402 ENLARGED PILE CAP PLANS 2 OF 2

14. S-407 ENLARGED PLAN AT MAIN ENTRANCE CANOPIES

15. S-502 PILE CAP SCHEDULE AND DETAILS

16. A-421 ENLARGED FLOOR PLANS AND ELEVATIONS

17. I-146 DEMOUNTABLE PARTITION ELEVATIONS AND DETAILS

18. M-608 MECHANICAL SCHEDULES

19. EL504 LIGHTING DETAILS

20. EP603 ONE LINE DIAGRAMS

21. EP702 PANELBOARD SCHEDULE

The following Specifications Sections have been replaced in their entirety:

22. 00 10 00 PRICE BREAKOUT SCHEDULE

23. 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

24. 09 69 13 RIGID GRID ACCESS FLOORING

25. 12 59 00 SYSTEMS FURNITURE

The following FF&E Sections have been replaced in their entirety:

26. Section 06 Desks: D1 and D2

27. Section 07 Furniture Systems

28. Section 08 Tables: T4, T5, T6, T7 and T8

29. Section 09 Storage: S1, S2, F1, F2, F3 and F8

SECTION 00 10 00 - SOLICITATION

The following have been modified:

PRICE BREAKOUT SCHEDULE

OFFEROR’S NAME:

CLIN Description Unit Total Amount

Base Proposal:

0001 Primary Facilities JOB $__________

0002 Supporting Facilities JOB $__________

0003 Site Work Outside a Line 5’ from the Building JOB $__________

0004 Water Utility Work by American Water Works JOB $ 216,899.89 Company, INC.

Total Base Proposal $___________

Options:

0005 Option 1 – Furniture, Fixtures, & Equipment (FFE) JOB $__________

0006 Option 2 – Workstation Furniture Screens JOB $__________

0007 Option 3 – Audio/Visual (AV) Equipment JOB $__________

0008 Option 4 – North Parking Lot JOB $__________

0009 Option 5 – West Parking Full Depth Asphalt JOB $__________

**** Amendment 0003 ****

0010 Option 6 – End User Security Equipment JOB $__________

**** Amendment 0003 ****

Total Option Proposal $___________

Total Base plus Options $___________

NOTES:

1. The company name should be indicated on the face of the Price Breakout Schedule to preclude being misplaced.

2. Offerors must insert a price on all numbered items (including options) of the Price Breakout Schedule.

Failure to do so may result in the Offer being unacceptable.

3. The dollar amount shown in CLIN 0004 is approximate. Upon contract award, the USACE COR shall provide the awarded contractor with the final confirmed dollar amounts, and the information needed to facilitate the contractor’s payment of the utility services fees to American Water Works Company, INC.

4. Description of CLIN Items – The general outline of the principal features of each item as listed below does not in any way limit the responsibility of the Offeror for making a thorough investigation of the drawings and the specifications to determine the scope of the work including each item of the Price Breakout Schedule.

DESCRIPTION OF BASE CLIN ITEMS:

1. CLIN 0001 – Primary Facilities includes all construction work associated with the building within a line five feet outside of the building. This CLIN excludes all remaining CLINs listed on this schedule.

**** Amendment 0003 ****

2. CLIN 0002 – Supporting Facilities includes all construction work for the backup generator as indicated on the Electrical sheets within the construction documents.

**** Amendment 0003 ****

3. CLIN 0003 – Site Work Outside a Line 5’ from the Building includes all construction work for the site work outside a line 5’ from the building as indicated on the construction documents, except the work covered by CLIN 0004, 0008 and 0009.

4. CLIN 0004 – Water Utility Work by American Water Works Company, Inc. includes all demolition and construction of the buried water system. Demolition includes disconnection, capping, removal, and site restoration for of all the existing water lines and fire hydrants designated for removal as shown on Sheets CD101 through CD107. In addition, American Water will survey and pothole the existing water utilities;

excavate; connect to existing water lines; install all new buried water lines, valves, fire hydrants, thrust restraint and other appurtenances; and provide site restoration. The scope of the new water system is shown on the Utility Plans sheets. Site restoration includes bedding; backfill; compaction; restoration of landscape; and paving for road, sidewalk, driveway, and parking lot crossings. In areas where the site is being disturbed as part of the overall project, site restoration will consist of backfill and compaction.

Traffic control, permitting, engineering for permit applications, and as-built drawings as well as construction inspection are included. The amount of CLIN 0004 is an approximate price of $216,899.89.

DESCRIPTION OF OPTION CLIN ITEMS:

5. CLIN 0005 – Option 1 – Furniture, Fixtures, & Equipment (FFE) includes all material and installation for accessories, chairs, desks, workstations, demountable partitions, tables, storage, and equipment shown on sheets I-010 through I-146.

This option may be exercised within 570 calendar days from Notice to Proceed.

6. CLIN 0006 – Option 2 – Workstation Furniture Screens includes all material and installation for privacy screens that can be retrofitted to the workstations installed from CLIN 0005, if additional physical separation is desired.

This option may be exercised within 570 calendar days from Notice to Proceed.

7. CLIN 0007 – Option 3 – Audio/Visual (AV) Systems includes all the equipment, materials, and labor required to provide the audio-visual systems as indicated in the construction documents. Refer to specification section 27 41 00 and all the TA drawings for the AV system design.

This option may be exercised within 570 calendar days from Notice to Proceed.

8. CLIN 0008 – Option 4 – North Parking Lot includes all work required for demolition, grading, utilities, paving and incidental construction work identified as North Parking Lot on the construction documents.

Refer to the Sheets including, but not limited to, CD101A, CD102A, CD103A, CS101A, CS102A, CS103S, CS110A, CM101A, CM102A, CM103A, CG101A, CG102A, CG103A, CU102, CU103 for the plan views and coordinate tables of the bid option.

This option may be exercised within 320 calendar days from Notice to Proceed.

9. CLIN 0009 – Option 5 – West Parking Full Depth Asphalt includes all work required for demolition, grading, utilities, paving and incidental construction work for the removal and replacement of the parking in the area identified as West Parking Lot Full Depth Asphalt on the construction documents. This area is a portion of the existing west parking lot. Additionally, it includes the relocation of an access drive from Bucher St. Refer to Sheets including, but not limited to, CD102A, CD103A, CD104A, CD103A, CS104A, CS110A, CM103A, CG103A, CG104A, CG107A, and CG108A for the plan views and coordinate tables of the bid option.

NOTE: Base Bid includes mill and 2” asphalt overlay of the same general area of the west parking lot.

This option may be exercised within 320 calendar days from Notice to Proceed.

**** Amendment 0003 ****

10. CLIN 0010 – Option 10 – End User Security Equipment includes all material and installation for card readers, cameras, etc. where shown on sheets TY001 through TY604.

This option may be exercised within 570 calendar days from Notice to Proceed.

**** Amendment 0003 ****

(End of Summary of Changes)

CONTROLLED UNCLASSIFIED INFORMATION

P2#476084 JOINT OPERATIONS & MISSION PLANNING CENTER (JOMPC) Scott AFB, IL

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

05/18

Amendment 0003

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 within the text by the basic designation only.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2017) Reduced-Pressure Principle Backflow Prevention Assembly

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies

FCCCHR Manual (10th Edition) Manual of Cross-Connection Control

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2015) Manual on Uniform Traffic Control Devices with Illinois Supplement

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S"

SECTION 01 50 00 Page 1

AMENDMENT 0003

are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29.00 06 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.00 06 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan; G

Traffic Control Plan; G

Haul Road Plan; G

SD-03 Product Data

Backflow Preventers; G

SD-06 Test Reports

Backflow Preventer Tests

SD-07 Certificates

Backflow Tester Certification

Backflow Preventers Certificate of Full Approval

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.4 BACKFLOW PREVENTERS CERTIFICATE

Certificate of Full Approval from FCCCHR List , University of Southern California, attesting that the design, size and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval will not be acceptable.

1.4.1 Backflow Tester Certificate

Prior to testing, submit to the Contracting Officer certification issued by the State or local regulatory agency attesting that the backflow tester has successfully completed a certification course sponsored by the regulatory agency. Tester must not be affiliated with any company participating in any other phase of this Contract.

1.4.2 Backflow Prevention Training Certificate

Submit a certificate recognized by the State or local authority that states the Contractor has completed at least 10 hours of training in backflow preventer installations. The certificate must be current.

SECTION 01 50 00 Page 2

1.5 DOD CONDITION OF READINESS (COR)

DOD will set the Condition of Readiness (COR) based on the weather forecast for sustained winds 50 knots (60 mph) or greater. Contact the Contracting Officer for the current COR setting.

Monitor weather conditions a minimum of twice a day and take appropriate actions according to the approved Emergency Plan in the accepted Accident Prevention Plan, EM 385-1-1 Section 01 Emergency Planning and the instructions below.

Unless otherwise directed by the Contracting Officer, comply with:

a. Condition FOUR (Sustained winds of 50 knots or greater expected within 72 hours): Normal daily job site cleanup and good housekeeping practices. Collect and store in piles or containers scrap lumber, waste material, and rubbish for removal and disposal at the close of each work day. Maintain the construction site including storage areas, free of accumulation of debris. Stack form lumber in neat piles less than 4 feet high. Remove all debris, trash, or objects that could become missile hazards.

b. Condition THREE (Sustained winds of 50 knots or greater expected within 48 hours): Maintain "Condition FOUR" requirements and commence securing operations necessary for "Condition ONE" which cannot be completed within 18 hours. Cease all routine activities which might interfere with securing operations. Commence securing and stow all gear and portable equipment. Make preparations for securing buildings. Review requirements pertaining to "Condition TWO" and continue action as necessary to attain "Condition THREE" readiness.

c. Condition TWO (Sustained winds of 50 knots or greater expected within 24 hours): Curtail or cease routine activities until securing operation is complete. Reinforce or remove form work and scaffolding. Secure machinery, tools, equipment, materials, or remove from the job site. Expend every effort to clear all missile hazards and loose equipment from general base areas.

d. Condition ONE (Sustained winds of 50 knots or greater expected within 12 hours): Secure the job site, and leave Government premises.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Within two calendar days of mobilization on site and prior to the commencement of work activities, provide a clear weatherproof covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, Safety and Health Information as required by EM 385-1-1 Section 01 and other information approved by the Contracting Officer. Coordinate requirements herein with

01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS.

SECTION 01 50 00 Page 3

2.1.2 Project Identification Signs

The requirements for the signs, their content, and location are as specified in Section 00 80 00.00 06 SPECIAL PROVISIONS. Erect signs within 15 calendar days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.1.3 Warning Signs

Post temporary signs, tags, and labels to give workers and the public adequate warning and caution of construction hazards according to the EM 385-1-1 Section 04. Attach signs to the perimeter fencing every 150 feet warning the public of the presence of construction hazards. Signs must require unauthorized persons to keep out of the construction site.

Correct the data required by safety signs daily.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this contract in accordance with EM 385-1-1 Section 04.

Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Submit haul road plan for approval. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.3 FENCING

Provide fencing along the construction site and at all open excavations and tunnels to control access by unauthorized personnel. Safety fencing must be highly visible to be seen by pedestrians and vehicular traffic.

Specific fencing requirements are as described in Section 00 80 00.00 06 SPECIAL PROVISIONS. All fencing will meet the requirements of EM 385-1-1 .

2.4 TEMPORARY WIRING

Provide temporary wiring in accordance with EM 385-1-1 Section 11, NFPA 241 and NFPA 70 . Include monthly inspection and testing of all equipment and apparatus.

SECTION 01 50 00 Page 4

2.5 BACKFLOW PREVENTERS

Reduced pressure principle type conforming to the applicable requirements AWWA C511. Provide backflow preventers complete with 150 pound flanged mounted gate valve and strainer, 304 stainless steel or bronze, internal parts. The particular make, model/design, and size of backflow preventers to be installed must be included in the latest edition of the List of Approved Backflow Prevention Assemblies issued by the FCCCHR List and be accompanied by a Certificate of Full Approval from FCCCHR List . After installation conduct Backflow Preventer Tests and provide test reports verifying that the installation meets the FCCCHR Manual Standards.

Certifications of proper operation shall be as accomplished in accordance with State of Illinois regulations by an individual certified by the State of Illinois to perform such tests. If no State requirement exists, the Contractor shall have the manufacturer's representative test the device, to ensure the unit is properly installed and performing as intended. The Contractor shall provide written documentation of the tests performed and signed by the individual performing the tests.

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Construction contract employees will park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Employee parking must not interfere with existing and established parking requirements of the Government installation.

3.2 TEMPORARY BULLETIN BOARD

Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Temporary Utilities

For temporary utility information not included in this section, see Section 00 80 00.00 06 SPECIAL PROVISIONS.

3.3.2 Payment for Utility Services

a. The Government will make all reasonably required utilities available from existing outlets and supplies, as specified in the contract.

Unless otherwise provided in the contract, the amount of each utility service consumed will be charged to or paid at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. Carefully conserve any utilities furnished without charge.

3.3.3 Meters and Temporary Connections

Provide and maintain necessary temporary connections, distribution lines, and meters required to measure the amount of each utility used for the purpose of determining charges. Notify the Contracting Officer, in writing, 5 working days before final electrical connection is desired so that a utilities contract can be established. The Government will provide a meter and make the final hot connection after inspection and approval of

SECTION 01 50 00 Page 5 the Contractor's temporary wiring installation. Do not make the final electrical connection.

3.3.4 Final Meter Reading

Before completion of the work and final acceptance of the work by the Government, notify the Contracting Officer, in writing, 5 working days before termination is desired. The Government will take a final meter reading; the Contractor will disconnect service, remove the meters, then remove all the temporary distribution lines, and associated paraphernalia. Pay all outstanding utility bills before final acceptance of the work by the Government.

3.3.5 Sanitation

a. Provide toilet/sanitation and temporary sewer facilities in accordance with EM 385-1-1 Section 02. Ventilate the units to control odors and fumes and empty and clean them at least once a week or more often if required by the Contracting Officer. Provide self-closing doors. The exterior of the unit shall match the base standard color. Locate the facility behind the construction fence or out of the public view.

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval. The plan must be in accordance with State and local regulations and the MUTCD, Part VI. Contractor may move oversized and slow-moving vehicles to the work site provided requirements of the highway authority have been met.

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at Contractor's expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

3.4.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State of Illinois and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of

SECTION 01 50 00 Page 6 existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

3.4.3 Rush Hour Restrictions

Do not interfere with the peak traffic flows preceding and during normal operations for Scott AFB without notification to and approval by the Contracting Officer.

3.4.4 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Coordinate dust control methods with 01 57 19.00 06 TEMPORARY

ENVIRONMENTAL CONTROLS AND PERMITS.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

Temporary facilities will meet requirements as identified in EM 385-1-1 Section 04.

3.5.1 Safety Systems

Protect the integrity of any installed safety systems or personnel safety devices. Obtain prior approval from Contracting Officer if entrance into systems serving safety devices is required. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.

3.5.2 Administrative Field Offices

Provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.

3.5.3 Storage Area

Construct a temporary 6 foot high chain link fence around trailers and materials. Include plastic strip inserts, colored green, so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Do not place or store trailers, materials, or equipment outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the installation boundaries. Trailers, equipment, or materials must not be open to public view with the exception of those items which are in support of ongoing work on any given day. Do not stockpile materials outside the fence in preparation for the next day's work. Park mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment within the fenced area at the end of each work day.

3.5.4 Appearance of Trailers

a. Trailers which are rusted, have peeling paint or are otherwise in need of repair will not be allowed on Installation property. Trailers must present a clean and neat exterior appearance and be in a state of good repair.

SECTION 01 50 00 Page 7

3.5.5 Maintenance of Storage Area

a. Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, and will be traversed with construction equipment or other vehicles, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.

3.5.6 Security Provisions

Provide adequate outside security lighting at the temporary facilities.

The Contractor will be responsible for the security of its own equipment.

3.5.7 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

3.5.7.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions must include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

Amendment 0003*************************************************************

3.6 GOVERNMENT FIELD OFFICE

The Contractor shall supply and maintain a lockable field office for the exclusive use of the USACE staff, separate and distinct from any facility used by the Contractor. Office shall be located in close proximity to the Contractor’s office trailer containing the superintendent’s office. Prior to acquisition and set-up, the Contractor shall submit a trailer layout for Government review. A minimum of 12 keys shall be provided by the Contractor for all locks. This Government field office shall be established immediately; no later than 30 calendar days after Notice To Proceed. It shall consist of a trailer or sections of trailers or equivalent, sized to hold all requirements identified below. It/they shall be placed and leveled and provided with adequate steps at each exterior door. The trailer and its associated equipment shall be new or recently renovated to like new condition. The entire field office shall have vinyl flooring, including the restroom. Boot scrubbers shall be provided at all entrances. Reserved parking marked for three Government vehicles shall be provided adjacent to the trailer. The trailer/trailers shall be located as identified in the contract drawings. The

SECTION 01 50 00 Page 8 trailer/trailers shall be provided with and equipped with the following as a minimum:

a. Lighting: Electric light, non-glare type, luminaries to provide minimum illumination level of one hundred (100) foot-candles at desk height.

b. Heating and Cooling: Adequate equipment to maintain an ambient air temperature of approximately seventy (70) degrees F plus or minus three (3) degrees F.

c. Fire Extinguishers: Non-toxic dry chemical, meeting Underwriters Laboratories, Inc. approved Class A, Class B, and Class C fires with minimum rating of 2A, 10B, and 10C. A fire extinguisher shall be provided and mounted adjacent to each entry door.

d. Janitorial services shall be provided on a daily basis. The Contractor shall furnish daily janitorial services for the Government Field Office and perform normal repair/maintenance as deemed necessary by the Contracting Officer for the life of the contract. The supply of all cleaning equipment and materials shall be the responsibility of the Contractor. Toilet facilities shall be kept clean and sanitary at all times. Paper products, hand soap, hand sanitizer, and any other materials deemed necessary to provide sanitary facilities shall be furnished by the Contractor. All services shall be accomplished to the satisfaction of the Contracting Officer. The Contractor shall provide daily trash collection, vacuuming, mopping, dusting, and other clean-up of the Government-occupied areas and adjacent outside areas.

e. Sufficient supply of electrical outlets (110 volts).

f. Four partitioned offices each having approximately 9.3 square meters (100 square feet (sf)) of floor area. Each partitioned office shall have at least one (1) operable window (all windows shall be provided with mini-blinds). Each partitioned office shall be supplied with the following equipment:

(1) Two office desk approximately 0.8 m wide by 1.5 m long (30 inches W by 60 inches L) with lockable drawers, and two swivel five roller desk chair with arms.

(2) One shelf set; three (3) shelves high by 0.3 m (12 inches) deep by

0.9 m (3 feet) long. The shelving can be integral with the desk.

(3) One waste basket.

(4) Each desk shall have electrical power for task lighting, computer charger, 2 computer monitors, cell phone charger, etc.

g. One meeting/conference area having a minimum of 37.2 to 41.8 square meters (400 to 450 square feet) of floor area. The meeting/conference area shall contain the following:

(1) One (1) meeting table 1.2 m wide by 4.8 m long (4 feet by 16 feet) with laminated top.

(2) Eight (8) each five roller chairs.

(3) Two White boards, 1.2 m by 1.8 m (4 feet by 6 feet), magnetic, SECTION 01 50 00 Page 9 attached to wall, supplied with dry erase markers (assorted colors), eraser, and cleaner.

(4) Waste basket.

h. Provide toilet facilities consisting of one lavatory with cabinet, one water closet, a shelf and mirror. The toilet facility shall be complete with powered bathroom ventilation, waste receptacle, hand soap, paper towels, and toilet paper. The Contractor shall be responsible for maintaining an adequate supply of consumables (soap, toilet paper, paper towels, etc.) throughout the life of the contract. A shelving unit shall be provided for consumable supplies.

The shelving unit may be located in the rest room.

i. Contractor shall be responsible for providing all utilities (electric, gas/LPG/Fuel Oil, sanitary, telephone) to this field office, and for payment of the monthly utility service expenses, for the life of the contract.

j. Contractor shall be responsible for providing 100 Mbps high speed wireless internet access capable of allowing 8 Government employees to be online at the same time. Computer equipment will be provided by the Government. j. ACE-IT/Comm Requirements: The Government will provide all communication services and provide configurable IT equipment for Government personnel in coordination with ACE- IT. The Contractor shall provide telecom room or sufficient space for racks with required clearances, pre-wiring for IT, and power for the duration of the USACE occupancy. The telecom room shall be large enough to accommodate one rack to be Government provided; equipment racks mounted on the wall. Approximate rack dimensions are 35.6” high x 23.63” wide x 35.5” deep for a minimum device depth of 32”. Racks may be mounted side by side or on the end walls with the openings to the center of the room. Racks shall be mounted so that there is sufficient clearance for a technician to enter the room and fully swing open a rack door. A duplex electrical connection shall be mounted within 3 feet of each rack. The Contractor shall provide a minimum of 2 data cables per workstation. All cables shall be CAT6.

All cables must have a minimum 6 ft. service loop. Terminate cables in a CAT6 patch panel in the telecom room and in RJ45 wall mounted jacks in office areas. Test and label all cables at the wall and the patch panel. At least four communication outlets shall be installed in the conference room and in each office. The open office area shall be provided with two communication outlets per wall and at locations shown on the attached sketch. Each communication outlet shall consist of two RJ45 jacks. Both the incoming service for telephone and internet shall be brought into the room designated for communication.

k. Provide one copier capable of producing 8-1/2 by 11, 8-1/2 by 14, and 11 by 17 documents. Copier shall have an automatic feeder, provide double sided copying and have an output sorter. Contractor shall provide.

l. Provide one dedicated break area with an 0.22 cubic meter (8 cubic foot) minimum, 110 volt, combination refrigerator/freezer; one 0.03 cubic meter (1.0 cubic foot), 1,200 watt microwave (minimum); and sink. Sink shall be furnished with hot and cold water, and have a connection to the sanitary sewer or holding tank. Any holding tank shall be emptied as necessary, at the Contractor’s expense. This break area shall be in the meeting/conference room area.

SECTION 01 50 00 Page 10

m. A minimum of four work stations shall be provided in the meeting/conference area of the office. Each work station shall have electrical power for task lighting, computer charger, 2 computer monitors, cell phone charger, etc. Each work station shall include work surface minimum 0.7 m by 1.5 m (28 inch by 60 inch), overhead compartments/shelving, task lighting, one each two drawer file cabinet (under the work surface), waste basket, and a five roller chair.

n. The Contractor shall furnish and maintain one bottled water dispenser with hot and cold taps. Water shall be furnished as needed.

o. One plan table approximately 0.8 m wide by 1.5 m long (30 inches W by 60 inches L).

An example of an acceptable floor plan for the office trailer is attached. This example is not to scale and may not adequately capture all of the requirements identified above. The floor plan is an example and shall not relieve the Contractor of complying with the requirements specified above.

No separate payment will be made for this Contractor-furnished and installed Government Field Office and services, and all costs thereof shall be incidental to the various bid items of the contract.

Upon completion of the Contract, the entire Government Field office shall remain the property of the Contractor and shall be removed from the site.

************************************************************ Amendment 0003

3.7 PLANT COMMUNICATIONS

Whenever the individual elements of the plant are located so that operation by normal voice between these elements is not satisfactory, install a satisfactory means of communication, such as telephone or other suitable devices and make available for use by Government personnel.

3.8 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 calendar days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, remove from the work site.

3.9 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.

3.10 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades, haul roads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced

SECTION 01 50 00 Page 11 area, remove the fence. Restore areas used during the performance of the contract to the original or better condition. Remove gravel used to traverse grassed areas and restore the area to its original condition, including top soil and seeding as necessary.

-- End of Section --

SECTION 01 50 00 Page 12

SECTION 09 69 13

RIGID GRID ACCESS FLOORING

11/15

Amendment 0003

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 within the text by the basic designation only.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

ASTM INTERNATIONAL (ASTM)

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM F150 (2006; R 2013) Standard Test Method for Electrical Resistance of Conductive and Static Dissipative Resilient Flooring

CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)

CDPH SECTION 01350 (2010; Version 1.1) Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources using Environmental Chambers

CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA)

CISCA Access Floors (2007) Recommended Test Procedures for Access Floors

ICC EVALUATION SERVICE, INC. (ICC-ES)

ICC-ES AC300 (2014) Acceptance Criteria for Access Floors

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

MASTER PAINTERS INSTITUTE (MPI)

MPI 104 (2012) Sealer, Solvent Based, for Concrete Floors

SECTION 09 69 13 Page 1

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

ANSI/NEMA LD 3 (2005) Standard for High-Pressure Decorative Laminates

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 99 (2018; TIA 18-1) Health Care Facilities Code

SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD)

SCAQMD Rule 1113 (2016) Architectural Coatings

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS TT-C-490 (Rev F; Am 3) Cleaning Methods for Ferrous Surfaces and Pretreatments for Organic Coatings

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29.00 06 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.00 06 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Detailed Installation Drawings; G

Fabrication Drawings; G

SD-03 Product Data

Access Flooring System; G

Recycled Content of Access Flooring System; S

Indoor Air Quality For Pedestal Adhesive; S

Indoor Air Quality For Concrete Sealer; S

SD-04 Samples

Floor Panels

Floor Covering; G

SECTION 09 69 13 Page 2

Panel Support System

Accessories; G

Fascia; G

Exposed Step and Ramp Structure; G

Railings; G

Perforated Air Supply Panels; G

Cut Outs; G

SD-05 Design Data

Seismic Calculations

SD-06 Test Reports

Factory Tests

Concentrated Load

Uniform Live Load

Rolling Load

Impact Load

Ultimate Load

Stringer Load

Pedestal Axial Load

Bonding Strength of Pedestal Adhesive

Electrical Resistance

Field Tests

SD-07 Certificates

Compliance with ICC-ES AC300

Compliance with ICC IBC

Certificate of Compliance

Qualification of Manufacturer

SD-10 Operation and Maintenance Data

Operation and Maintenance Manuals; G

SD-11 Closeout Submittals

Lifting Device

SECTION 09 69 13 Page 3

Warranty; G

1.3 SPARE PARTS

Provide four spare panels with identical floor covering pedestals and stringers for each 1,000 square feet of access flooring and total of 10 linear feet of cut-out trim. Store extra stock in same manner and location as project materials. Provide extra carpet tile from same dye lot consisting of uncut tiles for future maintenance. Provide a minimum of three percent of total square yards of each carpet type, pattern, and color. Furnish five percent extra of total adhesive tabs one percent extra of total components required for installing carpet tile.

1.4 QUALITY CONTROL

1.4.1 Qualification of Manufacturer

Access flooring manufacturer must have at least 5 years experience in manufacturing access flooring systems. Certify that the manufacturer of the access flooring system meets requirements specified under paragraph entitled QUALIFICATION OF MANUFACTURER.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

Deliver materials to site in undamaged condition, in original containers or packages, complete with accessories and instructions. Label packages with manufacturer's name and brand designations. Package materials covered by specific references bearing specification number, type and class as applicable.

1.5.2 Storage

Store all materials in original protective packaging in a safe, dry, and clean location. Store panels at temperatures between 40 and 90 degrees F, and between 20 and 70 percent humidity. Replace defective or damaged materials.

1.5.3 Handling

Handle and protect materials in a manner to prevent damage during the entire construction period.

1.6 WARRANTY

Minimum manufacturer warranty must have no dollar limit, cover full system, and must have a minimum duration of 5 years. Include an agreement to repair or replace floor panels, pedestals or stringers that fail within the warranty period in the standard performance guarantee or warranty.

Failures include, but are not limited to, sagging and warping of panels;

rusting and manufacturers defects of panels or support system. For high pressure laminate provide manufacturer's standard performance guarantees or warranties that extend beyond a one-year period for finish materials.

SECTION 09 69 13 Page 4

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

a. Provide for self-alignment of floor panels, adjustable pedestals and readily removable floor panels covered as specified.

b. Lateral stability of floor support system must be independent of panels. Provide a finished assembly that is rigid and free of vibration, noises, and rocking panels. Provide bolted stringer system with equipotential plane grounding.

c. Submit certificate of compliance attesting that the installed access floor system meets specification requirements, including all special equipment loads and specific electrical and or cable requirements for the complete access flooring system including, but not limited to the following:

(1) Compliance with ICC-ES AC300 and Compliance with ICC IBC Acceptance Criteria for Access Floors.

(2) Load-bearing capabilities of pedestals, floor panels, and pedestal adhesive resisting force.

(3) Supporting independent laboratory test reports. For panel, stringer and pedestal load test results include concentrated loads at center of panel, panel edge midpoint, ultimate loads and uniform loads.

(4) Floor electrical characteristics.

(5) Material requirements.

(6) An elevated floor system free of defects in materials, fabrication, finish, and installation, that will remain so for a period of not less than 5 years after completion.

d. Submit manufacturer's product data for access flooring system consisting of descriptive data, catalog cuts, and installation instructions. Include in the data information about any design and production techniques, total system including all accessories and finish coatings of under-floor components, procedures and policies used to conserve energy, reduce material, improve waste management or incorporate green building/recycled products into the manufacturer of their components or products. Include cleaning and maintenance instructions. Systems which contain zinc electroplated anti-corrosion coatings are prohibited.

2.1.1 Design Requirements

Conduct floor panel testing in accordance with CISCA Access Floors . When tested as specified, make all deflection and deformation measurements at the point of load application on the top surface of the panel. Floor panels must be capable of supporting the following loads:

a. Concentrated load of 2000 pounds on one square inch, at any point on panel, without a top-surface deflection more than 0.10 inch, and a permanent set not to exceed 0.01 inch in any of the specified tests.

Testing must be in accordance with CISCA Access Floors , Section 1

SECTION 09 69 13 Page 5

Concentrated Loads with test panels being supported by understructure to be used with installed system instead of steel support blocks.

b. Uniform live load of 300 psf, without a top-surface deflection more than 0.06 inch, and a permanent set not to exceed 0.01 inch in any of the specified tests, when tested in accordance with CISCA Access Floors , Section 7 Uniform Load Test with test panels being supported by understructure to be used with installed system instead of steel support blocks.

c. A rolling load of 1250 pounds applied through hard rubber surfaced wheel 10 inch diameter by 4 inch wide for 10,000 cycles over the same path. Permanent set at conclusion of test must not exceed 0.040 inch when tested in accordance with CISCA Access Floors , Section 3 Rolling Loads.

d. An impact load of 150 pounds anywhere on the panel dropped from a height of 36 inches onto a 1 square inch area without failure of the system, according to CISCA Access Floors , Section 8 Drop Impact…