Specs.pdf

New York

Air National Guard

Project No. WKVB 022020

Repair Pod Fire Suppression / Detection System NYANG 106th Rescue Wing

Gabreski Air National Guard Base

Francis S.Gabreski Airport

Westhampton Beach, NY

Project Manual

June, 2009

Bidder’s Name and Address

REPAIR POD FIRE SUPPRESSION / DETECTION SYSTEM

PROJECT NUMBER WKVB 022020

NYANG 106TH RESCUE WING

NEW YORK AIR NATIONAL GUARD

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NY

INDEX AND CERTIFICATION PAGE

SPECIFICATION INDEX

DOCUMENT / DIVISION

DESCRIPTION

DIVISION 01 GENERAL REQUIREMENTS

DIVISION 02 SITE CONSTRUCTION

DIVISION 05 METALS

DIVISION 07 THERMAL & MOISTURE PROTECTION

DIVISION 13 SPECIAL CONSTRUCTION

DIVISION 15 MECHANICAL

DIVISION 16 ELECTRICAL

CERTIFICATION(S)

REPAIR POD FIRE SUPPRESSION / DETECTION SYSTEM

PROJECT NUMBER WKVB 022020

NYANG 106TH RESCUE WING

NEW YORK AIR NATIONAL GUARD

FRANCIS S. GABRESKI AIRPORT

WESTHAMPTON BEACH, NY

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01012 Affirmative Procurement 01110 Summary of Work 01190 Reference Standards 01260 Change Orders / Modifications to Contract 01320 Project Meetings, Schedules and Reports 01321 CPM Schedules 01325 Construction Photographs 01330 Submittals 01410 Environmental Protection 01420 Definitions and Standards 01440 Contractor Quality Control 01450 Testing Laboratory Services 01520 Field Offices and Sheds 01530 Temporary Barriers and Controls 01560 Temporary Utilities and Facilities 01572 Construction and Demolition Waste Management 01580 Project Identification and Signs 01600 Equipment and Materials 01631 Substitutions 01731 Cutting and Patching 01750 Manufacturer’s Field Services 01780 Contract Closeout

DIVISION 02 – SITE CONSTRUCTION

02510 Pressure Pipe 02515 Utility Valves & Accessories

DIVISION 02 – SITE CONSTRUCTION – (CONTINUED)

02535 Pipe Installation 02702 Crushed Rock Base Course 02750 Concrete Pavement

DIVISION 05 – METALS

05400 Cold Formed Steel Framing

DIVISION 07 – THERMAL & MOISTURE PROTECTION

07210 Building Insulation 07411 Metal Roof Panels 07412 Metal Wall Panels 07620 Sheet Metal Flashing and Trim 07920 Joint Sealants 09900 Protective Coatings

DIVISION 13 – SPECIAL CONSTRUCTION

13916 Fire Suppression Sprinklers 13960 High Expansion Foam Fire Protection System

DIVISION 15 - MECHANICAL

15050 Basic Mechanical Material and Methods 15060 Hangers and Supports 15071 Mechanical Vibration and Seismic Controls 15075 Mechanical Identification 15150 Sanitary Waste and Vent Piping 15155 Sanitary Waste Piping Specialties 15766 Cabinet Unit Heaters

DIVISION 16 - ELECTRICAL

16010 Basic Electrical Requirements 16110 Raceways 16120 Wires and Cables 16135 Electrical Boxes and Fittings

16142 Electrical Connections 16143 Wiring Devices 16170 Circuit and Motor Disconnect Switch 16190 Supporting Devices and Seals 16195 Electrical Identification 16400 Transient Voltage Surge Suppression (TVSS) 16452 Grounding 16470 Panelboards 16477 Fuses 16480 Motor Controllers, Contactors, Push Buttons, Selector Switches, Indicating Lights and Relays 16512 Exterior Lighting Fixtures 16515 Interior Lighting Fixtures 16535 Emergency Lighting 16721 Fire Alarm Systems 16901 Control Panels – Instruments & Controls

SECTION 01012

AFFIRMATIVE PROCUREMENT

PART 1 GENERAL

1.1. APPLICABILITY

A. These procedures apply to Contractors and subcontractors employed in the construction of projects at Gabreski ANG Base, NY. All contractors, subcontractors, equipment suppliers, and material suppliers are responsible for compliance with this specification, with respect to those items/products listed on the

AFFIRMATIVE PROCUREMENT REPORTING FORM.

1.2 DOD AND AIR FORCE REQUIREMENTS

A. In accordance with the Resource Conservation and Recovery Act, Executive Orders 12873 and 13101, Department of Defense (DOD) Instruction 4715.4, and the Air Force Pollution Prevention program, Gabreski ANG BASE must ensure that purchases of all EPA designated Comprehensive Procurement Guideline items comply with EPA recommended recycled-content requirements. This specification section contains guidelines for implementing the RCRA, EO, DOD, and Air Force requirements.

B. The guideline items and U.S. EPA recommended minimum recycled content levels, which are mandatory for Air Force procurements, are listed in the AFFIRMATIVE PROCUREMENT REPORTING FORM. Recycled products shall be used wherever possible subject to the following exemptions:

1. The product is not available from a sufficient number of sources to maintain a satisfactory level of competition (i.e. available from two or more sources).

2. The product is not available within a reasonable period of time.

3. The product does not meet the performance standards in applicable specifications or fails to meet reasonable performance standards of the procuring agency.

4. The product is not available at a reasonable price. For Air Force purposes, "unreasonable price" is defined as follows: If the price of the recycled-content product exceeds that of a non-recycled item, then the price is considered unreasonable.

1.3 CONTRACTOR RESPONSIBILITY

A. The Contractor shall complete the AFFIRMATIVE PROCUREMENT REPORTING FORM with respect to the work and products being provided. The Prime Contractor is responsible for insuring that all subcontractors comply with this requirement.

B. Each contractor shall provide written documentation to support his/her decision not to acquire items meeting the minimum content levels. This documentation shall be forwarded to the Contracting Officer for review and approval.

C. In the event that the documentation fails to support the Contractor's findings, the Contracting Officer shall return the documentation to the Contractor citing the reason(s) for disapproval. The Contractor shall resubmit and address the deficiencies.

Section 01012 Page 1 of 4

PART 2 PRODUCTS

2.1 U.S. EPA DESIGNATED ITEMS.

A. The AFFIRMATIVE PROCUREMENT REPORTING FORM shall be used to demonstrate compliance with the stated procurement requirements. The list contained in the form includes items from the categories of Construction, Landscaping, Parks & Recreation, Transportation, and Miscellaneous Products. These materials may or may not be required in the construction of this project. Refer to the drawings and specifications.

Affirmative Procurement Reporting Form

Section 01012 Page 2 of 4

(PER EXECUTIVE ORDER 13101)

PROJECT NUMBER AND TITLE: _________________________________

BLDG NUMBER:

PROJECT MANAGER:

PROJECT INSPECTOR:

CONTRACTOR:

Instructions to the Contractor: Complete and submit this form to the Contracting Officer, 106th Civil Engineering Squadron, Gabreski ANG BASE. The 106th Civil Engineering construction inspector should submit this data to 106th Environmental Management Office (EM) IAW E.O. 13101, Federal Acquisition, Recycling, and Waste Prevention.

The affirmative procurement categories represented in this listing include:

Construction, Landscaping, Parks & Recreation, Transportation, and Miscellaneous Products.

RECYCLED OR RECOVERED

PRODUCT

REQUIRED

(MINIMUM)

AVAILABLE

(ACTUAL)

QUANTIT

Y USED/UI

EXEMPT

ED 1,2,3,4

* More than one type of recovered material or fiber (paper, metal, plastic, fly ash etc.) may be represented in the listing for “% Required (Minimum)”. The Contractor should always consult the USEPA website

Section 01012 Page 3 of 4 http://www.epa.gov/cpg CPG -- Products to obtain the exact recommended recycled content requirement for each type of recovered material or fiber that may be used in the manufacture of each product.

CERTIFICATION

I hereby certify the Statement of Work/Specifications for the requisition/procurement of all materials listed on this form comply with EPA standards for recycled/recovered materials content.

Contractor Inspector Environmental Mgt. Off.

The following exemptions may apply to the non-procurement of recycled/recovered content materials:

1) The product does not meet appropriate performance standards

2) The product is not available within a reasonable time frame

3) The product is not available competitively (from two or more sources)

4) The product is only available at an unreasonable price (compared with a comparable non-recycled content product.)

Section 01012 Page 4 of 4 http://www.epa.gov/cpg/

FSS50624.NY5 01110-1

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01110 - SUMMARY OF WORK

PART 1 - GENERAL

1.01 SUMMARY:

A. This Section summarizes the Work covered in detail in the complete Contract Documents.

B. Owner: New York Air National Guard is contracting for Work described in the Contract

Documents.

1. Contract Identification: Repair Pod Fire Suppression / Detection System –

WKVB022020

2. Work Site Location: Gabreski Air National Guard Base, Westhampton Beach, NY

C. Engineer: The Contract Documents were prepared by Burns & McDonnell Engineering Company, Inc., 100 Eagle Rock Avenue, Suite 100, East Hanover, NJ 07936.

1.02 PROJECT DESCRIPTION:

A. Description of Project:

1. The Project includes the following;

• Install automatic water sprinkler system.

• Replace non-code conforming sprinkler system in shops and office areas.

• Install New Foam System

• Install New Detection System

1.03 WORK BY OTHERS:

A. Work Under Other Contracts: Not Applicable.

B. Work by Owner: Not Applicable C. Other Activities: Not Applicable.

1.04 CONTRACTOR'S USE OF PREMISES:

A. Limited Use:

1. Limit use of the premises for storage and execution of the Work to allow for Government occupancy.

2. Coordinate with the Government to avoid interference of operations.

3. Conduct operations so as to ensure the least inconvenience to the Government.

B. Full Owner Occupancy: The Government will occupy the Site and existing building during the entire construction period. Cooperate with the Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with the Government's operations.

1.05 WORK SEQUENCE:

A. General: Construction sequence shall be determined by Contractor subject to the

Government’s need for continuous operation of existing facilities.

B. Continuous Service of Existing Facilities: Exercise caution and schedule operations to ensure that functioning of present facilities will not be disrupted. Shutdown of the Government's operating facilities to perform the Work shall be held to a minimum length of time and shall be coordinated with the Government who shall have control over the timing and schedules of such shutdowns.

SECTION 01110 - SUMMARY OF WORK: continued

01110-2 FSS50624.NY5

1.06 OWNER-FURNISHED EQUIPMENT AND MATERIALS:

A. Equipment: Not Applicable

1.07 MEASUREMENT AND PAYMENT:

A. Lump Sum Contracts: All Work indicated and specified in the Contract Documents shall be included in the Lump Sum Contract Price.

1.08 COPIES OF DOCUMENTS:

A. Furnished Copies: After execution of Agreement, Contractor will be furnished at no cost, a maximum of three sets of Contract Documents consisting of full-size Contract Drawings including revised Drawings and the Project Manual, in addition to those used in execution of the Agreement.

1.09 LIST OF DRAWINGS (AND SCHEDULES):

A. Contract Drawings:

1. Each sheet of the Contract Drawings bears the following general title: Repair Fuel Cell Hangar Fire Suppression System, New York Air National Guard, 106th Rescue Wing, Gabreski Air National Guard Base, Westhampton Beach, NY.

2. Individual sheet numbers and titles are as stated on index sheet under "Contract Drawings".

B. Reference Drawings:

1. Reference Drawings included with the set of Contract Drawings are as stated on index sheet under "Reference Drawings."

PART 2 - PRODUCTS - Not Applicable.

PART 3 - EXECUTION – Not Applicable.

END OF SECTION 01110

FSS50624.NY5 01190-1

SECTION 01190 - REFERENCES

PART 1 - GENERAL

1.01 SECTION INCLUDES:

1. Quality assurance.

2. Schedule of references.

3. Abbreviations and acronyms used in Contract Documents to identify reference standards.

1.02 QUALITY ASSURANCE:

A. For products or workmanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard by date of issue current on date of Contract Documents, except when a specific publication date is specified.

C. Obtain copies of referenced standards, direct from publication source, when needed for proper performance of Work, or when required by Contract Documents.

D. Maintain copy at jobsite during submittals, planning, and progress of the specific work, until Substantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarification from Contracting Officer before proceeding.

F. The Contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.03 SCHEDULE OF REFERENCES:

A. The following, as appropriate to Project, is a list of referenced standards and their mailing address for requesting copies of standards:

1. AABC

Associated Air Balance Council 1000 Vermont Avenue, N.W.

Washington D.C. 20005

(202) 737-0202

2. AAMA

American Architectural Manufacturers Association 2700 River Rd., Suite 118 Des Plaines, IL 60018

(312) 699-7310

3. AASHTO

American Association of State Highway and Transportation Officials 444 North Capitol Street, N.W.

Washington D.C. 20001

(202) 624-5800

4. ABMA

American Bearing Manufacturers Association 777 East Eisenhower Parkway Ann Arbor, MI 48108

(800) 699-9277

SECTION 01190 - REFERENCE STANDARDS: continued

01190-2 FSS50624.NY5

5. ACI

American Concrete Institute Box 19150 Redford Station Detroit, MI 48219

(313) 532-2600

6. AEIC

Association of Edison Illuminating Companies

(205) 257-2530

7. AFPA

American Forest and Paper Association 1111 Nineteenth Street, NW, Suite 800 Washington, DC 20036 1-800-878-8878

8. AGA

American Galvanizers Association 6881 South Holly Circle, Suite 108 Centennial, Colorado 80112

(720) 554-0900

9. AISC

American Institute of Steel Construction One East Wacker Drive, Suite 3100 Chicago, IL 60601-2001

(312) 670-2400

10. AISI

American Iron and Steel Institute 1140 Connecticut Ave. NW Suite 705 Washington D.C. 20036

11. AMCA

Air Movement and Control Association 30 W University Dr.

Arlington Heights, IL 60004

(847) 394-0150

12. ANSI

American National Standards Institute 1819 L Street NW 6th floor Washington, DC 30036

(202) 293-8020

13. API

American Petroleum Institute 1220 L. Street NW Washington D.C. 20005-4070

(202) 682-8000

14. ARI

Air-Conditioning and Refrigeration Institute 4100 North Fairfax Drive Suite 200 Arlington, VA 22203

(703) 524-8800

FSS50624.NY5 01190-3

15. ASCE

American Society of Civil Engineers 1801 Alexander Bell Drive Reston, Virginia 20191-4400

(800) 548-2723

16. ASHRAE

American Society of Heating, Refrigerating and Air-Conditioning Engineers 1791 Tullie Circle, N.E.

Atlanta, GA 30329

(404) 636-8400

17. MIL

Military Specifications

18. ASME

American Society of Mechanical Engineers Three Park Avenue New York, NY 10016-5990

(800) 843-2763

19. ASSE

American Society of Sanitary Engineering 901 Canterbury, Suite A Westlake, OH 44145

(440) 835-3040

20. ASTM

American Society for Testing and Materials 100 Barr Harbor Drive PO Box C700 West Conshohocken, PA 19428-2959

(610) 832-9585

21. AWPA

American Wood Preservers Association P.O. Box 388 Selma, AL 36702-0388

(334) 874-9800

22. AWS

American Welding Society 550 N.W. LeJeune Road Miami, Florida 33126

(800) 443-9353

23. AWWA

American Water Works Association 6666 W. Quincy Ave.

Denver, CO 80235

(303) 794-7711

24. BHMA

Builders’ Hardware Manufacturers Association 355 Lexington Avenue, 17th floor New York, NY 10017

(212) 297-2122

01190-4 FSS50624.NY5

25. CDA

Copper Development Association Inc.

260 Madison Avenue New York, NY 10016

(212) 251-7200

26. CISCA

Ceiling and Interior Systems Contractors Association 1500 Lincoln Highway, Suite 202 St. Charles, IL 60174

(630) 584-1919

27. CISPI

Cast-Iron Soil Pipe Institute 5959 Shallowford Road, Suite 419 Chattanooga, TN 37421

(423) 892-0137

28. CPMB

Concrete Plant Manufacturers Bureau 900 Spring Street Silver Spring, MD 20910

(301) 587-1400

29. CPSC

Consumer Product Safety Commission 4330 East-West Highway Bethesda, Maryland 20814-4408

(301) 504-7923

30. CRI

Carpet Rug Institute 310 Holiday Avenue Dalton, GA 30720 706-278-3176

31. CRSI

Concrete Reinforcing Steel Institute 800-328-6306

32. CSA

Canadian Standards Association 5060 Spectrum Way Mississauga, Ontario

(416) 747-4000

33. DHI

Door and Hardware Institute 14150 Newbrook Dr., Suite 200 Chantilly, VA 20151

(703) 222-2010

34. DOC

Department of Commerce, National Institute of Standards and Technology 1401 Constitution Avenue, NW Washington, DC 20230

FSS50624.NY5 01190-5

35. EIA

Electronic Industries Association Glen Osmond Road Eastwood 5063 South Australia 618 8272 5222

36. FCC

Federal Communications Commission 445 12th Street SW Washington, DC 20554 1-888-225-5322

37. FCI

Fluid Control Institute 1300 Sumner Avenue Cleveland, Ohio, 44115

(216) 241-7333

38. FGMA

Flat Glass Marketing Association 2945 SW Wanamaker Drive Ste A Topeka, KS 66614-5321

(785) 271-0208

39. FMG

Factory Mutual Global

(800) 366-466

40. FS

Federal Specifications

(202) 619-8925

41. GA

Gypsum Association 810 First St., NE, #510 Washington DC, 20002

(202) 289-5440

42. HI

Standards of the Hydraulic Institute 9 Sylvan Way Parsippany NJ, 07054

(973) 267-9700

43. IAPMO

International Association of Plumbing and Mechanical Officials 5001 E. Philadelphia St.

Ontario, CA 91761 – USA (909)-472-4100

44. ICC

International Code Council 5203 Leesburg Pike, Suite 600 Falls Church, VA 22041 1-888-422-7233

01190-6 FSS50624.NY5

45. ICEA

Insulated Cable Engineers Association P.O. Box 1568 Carrollton, GA 30112

46. IEEE

Institute of Electrical and Electronic Engineers 1730 Massachusetts Avenue, N.W.

Washington, DC 20036-1992

(202) 371-0101

47. IESNA

Illuminating Engineering Society of North America 120 Wall Street, Floor 17 New York, NY 10005 212-248-5000

48. LPI

Lightning Protection Institute P.O. Box 6336 St. Joseph, MO 64506 Phone: 800.488.6864

49. MFMA

Metal Framing Manufacturers Association 401 N. Michigan Avenue Chicago, IL. 60611-4267

(312) 644-6610

50. MSMACNA

Sheet Metal and Air Conditioning Contractors National Association 4201 Lafayette Center Drive Chantilly, Virginia 20151-1209

(703) 803-2980

51. MSS

Manufacturers Standardization Society of the Valve and Fittings Industry 127 Park St NE Vienna, VA 22180

(703) 281-6613

52. NAAMM

National Association of Architectural Metal Manufacturers 8 South Michigan Avenue Suite 1000 Chicago, Illinois 60603

(312) 332-0405

53. NADCA

National Air Duct Cleaners Association 1518 K St. N.W., Suite 503 Washington, D.C. 20005

(202) 737-2926

54. NAIMA

North American Insulation Manufacturers Association 44 Canal Center Plaza, Suite 310 Alexandria, VA 22314

(703) 684-0084

FSS50624.NY5 01190-7

55. NBS

National Bureau of Standards Washington, DC 20234

56. NEC

National Electrical Code

(888) 632-2633

57. NECA

National Electrical Contractors Association 3 Bethesda Metro Center, Suite 1100 Bethesda, MD 20814

(301) 657-3110

58. NELMA

Northeastern Lumber Manufacturers Association 272 Tuttle Road Cumberland, Maine 04021

(207) 829-6901

59. NEMA

National Electrical Manufacturers Association 1300 North 17th Street Suite 1847 Rosslyn, Virginia 22209

(703) 841-3200

60. NETA

International Electric Testing Association P.O. Box 687 Morrison, CO 80465

(303) 697-8441

61. NFPA

National Fire Protection Association 1 Batterymarch Park Quincy, Massachusetts 02169-7471 617 770-3000

62. NLGA

National Lumber Grades Authority 960 Quayside Drive New Westminster B.C. V3M 6G2

(604) 524-2393

63. NSF

National Sanitation Foundation P.O. Box 130140 789 N. Dixboro Rd.

Ann Harbor, MI 48113-0140

(734) 769-8010

64. NSF International 148 Av. Grandchamp 1150 Brussels, Belgium

(322) 771-3654

65. OSHA

Occupational Safety and Health Administration 200 Constitution Avenue, NW Washington, DC 20210

01190-8 FSS50624.NY5

66. PCI

Prestressed Concrete Institute

(312) 786-0300

67. PDI

Plumbing and Drainage Institute 800 Turnpike Street, Suite 300 North Andover, MA 01845 1-978-557-0720

68. SDI

Steel Deck Institute P.O. Box 25 Fox River Grove, IL 60021

(847) 458-4647

69. SJI

Steel Joist Institute 3127 Mr. Joe White Avenue Myrtle Beach SC 29577-6760

(843) 626-1995

70. SPIB

Southern Pine Inspection Bureau 4709 Scenic Highway Pensacola, Fl. 32504-9094

(850) 434-2611

71. SSPC

Society for Protective Coatings 40 24th Street, 6th Floor Pittsburgh PA 15222-4656

(412) 281-2331

72. SWI

Steel Window Institute 1300 Sumner Avenue Cleveland, OH 44115-2851 216-241–7333

73. TCA

Tile Council of America, Inc.

100 Clemson Research Blvd.

Anderson, SC 29625 Phone: 864-646-8453

74. TMMB

Truck Mixer Manufacturers Bureau 900 Spring Street Silver Spring, MD 20910

(301) 587-1400

75. UL

Underwriters Laboratory 333 Pfingsten Road Northbrook, IL 60062-2096

(847) 272-8800

FSS50624.NY5 01190-9

76. USDA

U.S. Department of Agriculture 1400 Independence Ave., S.W.

Washington, DC 20250.

77. WCLIB

West Coast Lumber Inspection Bureau P.O. Box 23145 Portland, Oregon 97281

(503) 639-0651

78. Woodwork Institute of California P.O. Box 980247 West Sacramento, CA 95798

(916) 372-9943

79. WWPA

Western Woods Products Association 522 SW Fifth Ave. Suite 500 Portland, Oregon 97204-2122

(503) 224-3930

PART 2 - PRODUCTS – Not Applicable.

PART 3 - EXECUTION - Not Applicable.

END OF SECTION 01190

SECTION 01260 - CHANGE ORDERS/MODIFICATIONS TO CONTRACT

1.01 SUMMARY:

A. Promptly implement Change Order/modifications.

1. Provide full written data required to evaluate changes.

2. Provide full documentation to Contracting Officer on request.

B. Designate in writing the member of the Contractor's organization:

1. Who is authorized to negotiate/accept changes in the Work.

C. Contracting Officers are the only agents of the Government that can bind the Government or make changes in the Contract.

1.02 DEFINITIONS:

A. Change Order/modifications: A Change Order/modification is a written change to the

Contract. A Contract Change Order or modification is prepared on a Standard Form 30.

1.03 PRELIMINARY PROCEDURES:

A. Contracting Officer(s) may initiate changes by submitting a Proposal Request to the

Contractor. Request may include any or all of the following:

1. Detailed description of the change, products, and location of the change in the Project.

2. Supplementary or revised drawings and specifications.

3. The projected time span for making the change, and a specific statement as to weather overtime work is, or is not authorized.

4. A specific period of time during which the requested price will be considered valid.

5. Such request is for information only, and is not an instruction to execute the changes, nor to stop work in progress.

B. Contractor may initiate changes by submitting a written notice to Contracting Officer, containing:

1. Description of the proposed changes.

2. Statement of the reason for making the changes.

3. Statement of the effect on the Contract Price and the Contract Time.

4. Statement of the effect on the work of separate contractors.

5. Documentation supporting any changes in Contract Price or Contract Time as appropriate.

1.04 CONSTRUCTION CHANGE DIRECTIVE:

A. In lieu of proposal request, Contracting Officer may issue a modification for Contractor to proceed with a change for subsequent inclusion in a modification.

B. Authorization will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change, and will designate the method of determining any change in the Contract Price or any change in Contract Time.

C. Contracting Officer(s) will sign and date the construction change directive as authorization for the Contractor to proceed with the changes.

D. Contractor shall sign and date the construction change directive to indicate agreement with the terms therein.

1.05 DOCUMENTATION OF PROPOSALS:

A. Support each quotation for a cost proposal, and for each unit price which has not previously been established, with sufficient substantiating data to allow Contracting Officer to evaluate the quotation.

FSS50624.NY5 01260-1

SECTION 01260 - CHANGE ORDERS/MODIFICATIONS TO CONTRACT: continued

01260-2 FSS50624.NY5

B. On request, provide additional data to support time and cost computations:

1. Labor required.

2. Equipment required.

3. Products/Material required.

a. Recommended source of purchase and unit cost.

b. Quantities required.

4. Taxes, insurance and bonds.

5. Credit for Work deleted from Contract, similarly documented.

6. Overhead and profit.

7. Justification for any change in Contract Time.

1.06 PREPARATION OF CHANGE ORDERS:

A. Contracting Officer will prepare each Change Order.

1. Form: Standard Form (SF) 30, titled Amendment of Solicitation/Modification of Contract.

2. Change Order will describe changes in the Work, both additions and deletions, with attachments of revised Contract Documents to define details of the change.

3. Change Order will provide an accounting of the adjustment in Contract Price and Contract Time.

1.07 FIXED PRICE CHANGE ORDER/MODIFICATION:

A. Content of Change Orders will be based on either:

1. Contracting Officer's proposal request and Contractor's responsive proposal as mutually agreed between Contracting Officer and Contractor.

2. Contractor's proposal for a change, as recommended by Contracting Officer.

B. Contracting Officer(s) will sign and date the Change Order as authorization for the Contractor to proceed with the changes.

C. Contractor shall sign and date the Change Order to indicate agreement with the terms therein.

1.08 UNIT PRICE CHANGE ORDER:

A. Content of Change Order will be based on either:

1. Contracting Officer definition of the scope of the required changes.

2. Contractor's proposal for a change, as recommended by Contracting Officer.

3. Survey of completed work.

B. The amount of the unit prices to be:

1. Those stated in the Agreement.

2. Those mutually agreed upon between Contracting Officer and Contractor.

C. When quantities of each of the items affected by the Change Order can be determined prior to start of the Work:

1. Contracting Officer(s) will sign and date the Change Order as authorization for

Contractor to proceed with the changes.

2. Contractor shall sign and date the Change Order to indicate agreement with the terms therein.

D. When quantities of the items cannot be determined prior to start of the Work:

1. Contracting Officer(s) will issue a Construction Change Directive directing Contractor to proceed with the change on the basis of unit prices, and will cite the applicable unit prices.

2. At completion of the change, Contracting Officer will determine the cost of such Work based on the unit prices and quantities used.

SECTION 01260 - CHANGE ORDERS/MODIFICATIONS TO CONTRACT: continued

FSS50624.NY5 01260-3

3. Contractor shall submit documentation to establish the number of units of each item and any claim for a change in Contract Time.

4. Contracting Officer will sign and date the Change Order to establish the change in Contract Price and Time.

5. Contracting Officer and Contractor will sign and date the Change Order to indicate their agreement with the terms therein.

1.09 FIELD CHANGE DOCUMENTS:

A. A construction field change is a "no cost" change which can be handled expeditiously in the field. The Standard Form 30 is not required. The signature of the Contractor-authorized representative, Government project engineer, and Contracting Officer sign the form. All parties receive a copy of the Construction Field Change Form with the original filed in the Contract file.

1.10 CORRELATION WITH CONTRACTOR'S SUBMITTALS:

A. Periodically revise the construction schedule to reflect each change in Contract time.

1. Revise subschedules to show changes for other items of Work affected by the changes.

B. Upon completion of Work under a Change Order, enter pertinent changes in Record

Documents.

END OF SECTION 01260

FSS50624.NY5 01320-1

SECTION 01320 - PROJECT MEETINGS, SCHEDULES, AND REPORTS

PART 1 - GENERAL

1.01 SUMMARY: This Section includes the following administrative and procedural requirements:

A. Project Meetings:

1. Preconstruction conference.

2. Coordination schedules.

3. Progress meetings.

4. Preinstallation conferences.

5. Coordination meetings.

B. Schedules and Reports:

1. Initial coordination schedules.

2. Construction progress schedule.

3. Procurement schedule.

4. Construction progress reports.

5. Schedule of values.

6. Special reports.

C. Related Work Specified Elsewhere:

1. For CPM Schedules: SECTION 01321.

2. For Submittal Requirements: SECTION 01330.

1.02 PROJECT MEETINGS:

A. Preconstruction Conference:

1. The Contracting Officer will conduct a meeting within 20 days after the Effective Date of the Agreement, to review items stated in the following agenda and to establish a working understanding between the parties as to their relationships during performance of the Work.

2. Preconstruction conference shall be attended by:

a. Contractor representative(s) including its superintendent.

b. Contracting Officer.

c. Representative(s) of Government.

d. At Contracting Officer's option, representatives of principal Subcontractors and

Suppliers.

3. Meeting Agenda:

a. Construction schedules.

b. Critical Work sequencing.

c. Designation of responsible personnel.

d. Project coordination.

e. Procedures and Processing of:

(1) Field decisions.

(2) Substitutions.

(3) Submittals.

(4) Change Orders.

(5) Applications for Payment.

f. Procedures for testing.

g. Procedures for maintaining record documents.

h. Use of Premises:

(1) Office, work, and storage areas.

(2) Government requirements.

i. Construction facilities, controls, and construction aids.

SECTION 01320 – PROJECT MEETINGS, SCHEDULES, AND REPORTS: continued

01320-2 FSS50624.NY5

j. Temporary utilities.

k. Safety and first-aid.

l. Security.

4. Location of Meeting: At or near the Project Site.

5. Reporting:

a. Within 3 working days after the meeting, Contracting Officer will prepare and distribute minutes of the meeting to Contractor.

b. Contractor shall provide copies to Subcontractors and major Suppliers.

B. Coordination Schedules:

1. Preliminary coordination schedule meeting shall be administered as specified in

SECTION 01321.

2. The meeting shall be attended by:

a. Contractor representative(s) including its superintendent.

b. At Contracting Officer's option, representatives of principal Subcontractors and

Suppliers.

c. Contracting Officer.

C. Progress Meetings:

1. Contracting Officer will schedule and conduct a meeting at least weekly and at other times requested by Contracting Officer. Contracting Officer's representative, and Contractor shall be present at each meeting. With Contracting Officer's concurrence, Contractor may request attendance by representatives of Subcontractors, Suppliers, or other entities concerned with current program or involved with planning, coordination, or performance of future activities. All participants in the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

2. Contractor and each Subcontractor represented shall be prepared to discuss the current construction progress report and any anticipated future changes to the schedule. Each Subcontractor shall comment on the schedules of Contractor and other Subcontractors and advise if their current progress or anticipated activities are compatible with that Subcontractor's Work.

3. If one Subcontractor is delaying another, Contractor shall issue such directions as are necessary to resolve the situation and promote construction progress.

4. Meeting Agenda:

a. Review of construction progress since previous meeting.

b. Field observations, interface requirements, conflicts.

c. Problems which impede construction schedule.

d. Off-site fabrication.

e. Delivery schedules.

f. Submittal schedules and status.

g. Site use.

h. Temporary facilities and services.

i. Hours of Work.

j. Hazards and risks.

k. Housekeeping.

l. Quality and Work standards.

m. Change Orders.

n. Documentation of information for payment requests.

o. Corrective measures and procedures to regain construction schedule if necessary.

p. Revisions to construction schedule.

q. Review of proposed activities for succeeding Work period.

FSS50624.NY5 01320-3

r. Review proposed Contract modifications for:

(1) Effect on construction schedule and on completion date.

(2) Effect on other contracts of the Project.

s. Other business.

5. Location of Meetings: At or near Project Site.

6. Reporting:

a. Within 3 working days after each meeting, Contracting Officer will prepare and distribute minutes of the meeting to Contractor.

b. Contractor shall distribute copies to principal Subcontractors and Suppliers.

D. Preinstallation Conferences:

1. Contractor shall conduct a preinstallation conference at the Project Site before each construction activity that requires coordination with other construction and where required in DIVISIONS 2 through 16.

2. Installing Subcontractor and representatives of manufacturers and fabricators, involved in or affected by the installation and its coordination or integration with other materials and installations, shall attend the meeting. Advise Contracting Officer of scheduled meeting dates.

3. Review the progress of other construction activities and preparations for the particular activity under consideration at each preinstallation conference, including requirements for the following:

a. Contract Documents.

b. Options.

c. Related Change Orders.

d. Purchases.

e. Deliveries.

f. Shop Drawings, product data, and quality control samples.

g. Review of mockups.

h. Possible conflicts.

i. Compatibility problems.

j. Time schedules.

k. Weather limitations.

l. Manufacturer's recommendations.

m. Warranty requirements.

n. Acceptability of substrates.

o. Temporary facilities.

p. Space and access limitations.

q. Governing regulations.

r. Safety.

s. Inspecting and testing requirements.

t. Required performance results.

u. Recording requirements.

v. Protection.

4. Record significant discussions and agreements and disagreements of each conference.

Distribute the minutes of the meeting within 3 working days after the meeting to everyone concerned, including Contracting Officer.

5. Do not proceed with the installation if disagreements arise during the conference which cannot be successfully resolved at the time. Contractor shall take actions necessary to resolve impediments to performance of Work and reconvene the conference at the earliest feasible date.

01320-4 FSS50624.NY5

1.03 SCHEDULES AND REPORTS:

A. Initial Coordination Schedules:

1. Within 21days of Notice of Award, submit preliminary network diagram in accordance with SECTION 01321, and include:

a. Preliminary cash requirement prediction.

b. Preliminary schedule of Submittals as described in SECTION 01330.

c. Preliminary procurement schedule of Equipment and Materials.

B. Construction Progress Schedule:

1. Critical Path Method (CPM) schedule development and updating shall be as specified in

SECTION 01321.

C. Procurement Schedule:

1. After submittal of preliminary procurement schedule with the preliminary network diagram as stated above under "Initial Coordination Schedules," submit a detailed schedule for procurement of Equipment and Materials to be furnished by Contractor, Subcontractors, manufacturers, and Suppliers. Procurement schedule shall be an integral part of the CPM Schedule as specified in SECTION 01321.

2. Contracting Officer will review and comment on the schedule for procurement, and upon agreement with Contractor concerning any necessary revisions, the schedule will be accepted.

3. Procurement schedule shall coincide with the construction progress schedule and the Submittal schedule, and shall indicate the date each item will be needed at the Site and the time required for delivery after order is placed.

4. Update the accepted schedule for procurement at least once each month to show the status of orders placed, Submittals, and delivery. Submit with the construction progress report.

5. If requested by Contracting Officer, submit copies of purchase orders placed by Contractor or Subcontractors.

D. Construction Progress Reports:

1. Submit a report on actual construction progress on a bi-weekly basis. More frequent reports may be required should the Work fall behind the accepted schedule.

a. Submit a weekly report to coordinate with and supplement the bi-weekly construction progress report and which details Work scheduled for the following one-week interval. Refer to SECTION 01321 for weekly schedule requirements.

b. Format shall be on 8-1/2 x 11-inch paper, submitted to Contracting Officer in 3 copies.

2. Construction progress reports shall consist of the revised construction progress schedule and a narrative report which shall include but not be limited to the following:

a. Comparison of actual progress to planned progress shown on originally accepted schedule.

b. Summary of activities completed since the previous construction progress report.

c. Identification of problem areas.

d. A description of current and anticipated delaying factors, if any.

e. Impact of possible delaying factors.

f. Proposed corrective actions.

3. Submit a construction progress report to Contracting Officer with each application for partial payment. Work reported complete but not readily apparent to Contracting Officer must be substantiated with supporting data when requested by Contracting Officer.

4. If a schedule update reveals that, through no fault of Government, the Work is likely to be completed later than the Contract completion date, Contractor shall:

a. Establish a plan for making up lost time.

FSS50624.NY5 01320-5

(1) Increase number of workers, or

(2) Increase amount or kinds of tools, or

(3) Work overtime or additional shifts, or

(4) A combination of 2 or more of the above 3 actions.

b. Submit plan to Contracting Officer before implementing the plan.

c. Take actions as necessary to get the Work back on schedule at no additional cost to

Government.

E. Schedule of Values:

1. Submit as an output of the CPM Schedule described in SECTION 01321 as "Value Summaries." The "Value Summaries" shall have as their basis the "Preliminary Cash Requirement Prediction" specified above under Initial Coordination Schedules.

F. Special Reports:

1. When an event of an unusual and significant nature occurs at the Site, prepare and submit a special report. List the chain of events, persons participating, response by Contractor’s personnel, an evaluation of the results or effects, and similar pertinent information.

2. Submit an original and two copies of the report to the Contracting Officer.

PART 2 - PRODUCTS - Not Applicable.

PART 3 - EXECUTION - Not Applicable

END OF SECTION 01320

FSS50624.NY5 01321-1

SECTION 01321 - CPM SCHEDULES

PART 1 - GENERAL

1.01 SUMMARY:

A. This Section includes administrative and procedural requirements for the critical path method

(CPM) of scheduling and reporting progress of the Work. A CPM schedule can be used in lieu of AF Form 3064, Contract Progress Schedule, providing a process is instituted to validate the Contractor's percentage of completion for verifying payment vouchers.

1. Refer to the GENERAL CONDITIONS and the AGREEMENT for definitions and specific dates of Contract Times.

2. Time is of the essence of the Contract, and the Work shall be scheduled to provide for timely Project completion.

B. Related Work Specified Elsewhere: The following Sections contain requirements that relate to this Section:

1. Requirements for submitting and distributing meeting and conference minutes:

SECTION 01320.

2. Requirements for scheduling the procurement of Equipment and Materials: SECTIONS

01320 and 01600.

3. Requirements for Submittals: SECTION 01330.

1.02 REFERENCES:

A. Associated General Contractors of America (AGC):

1. Construction Planning & Scheduling.

1.03 DEFINITIONS:

A. Critical Path Method (CPM): A method of planning and scheduling a construction project where activities are arranged based on activity relationships and duration of each activity; and network mathematical calculations determine when activities can be performed and the critical path of the Project.

B. Critical Path: The longest continuous chain of activities through the network schedule that establishes the minimum overall Contract duration from Notice to Proceed to Date of Substantial Completion.

C. Network Diagram: A graphic diagram of a network schedule, showing the activities and activity relationships.

D. Activity: A separate and distinct part of a Contract that can be identified for planning, scheduling, monitoring, and controlling the construction Work. Activities included in a construction schedule consume time and resources, but shall not include planned Work stoppages. Duration of an activity shall not exceed the greater of 30 calendar days or 10% of the overall Contract duration. Activities shall normally not reflect the work of more than one trade.

1. Critical activities are activities on the critical path, and have zero or negative float.

2. Predecessor activity is an activity that may be started or completed before a following activity can be started or completed.

3. Successor activity is an activity which may start after commencement or completion of a previous activity.

E. Event: An event is the starting or ending point of an activity. An event has no duration.

F. Milestone: A key or critical point in time for reference or measurement. A milestone has no duration.

SECTION 01321 - CPM SCHEDULES: continued

01321-2 FSS50624.NY5

G. Float is the measure of leeway in activity performance.

1. Free float is the amount of time an activity can be delayed without adversely affecting the early start of any of its successor activities.

2. Total float or "slack time" is the measure of leeway in starting or completing an activity without adversely affecting an intermediate deadline or the planned Contract completion date.

3. Negative float is the amount of time beyond the late completion date that an activity is actually completed.

4. Relative float is the current status of an activity in relation to the approved CPM schedule completion date.

5. Available float is the amount of time between early completion of a CPM activity and its scheduled completion date.

1.04 QUALITY ASSURANCE:

A. Project Scheduler:

1. Retain the services of a Project scheduling consultant to provide planning, evaluating, and reporting by CPM scheduling techniques.

a. Scheduler shall be an expert in CPM scheduling and reporting and shall have a minimum of 3 years' experience with Contracts of this size or larger.

b. Contractor shall provide descriptions of a minimum of 3 similar contracts and owner contact references for scheduler within 7 days of Notice of Award.

c. Contracting Officer will have the right to reject an unqualified scheduler or to order removal from the Project of a scheduler unable to perform.

d. Scheduler shall have computer facilities that are capable of delivering detailed network diagrams and reports within 48 hours of request.

2. Requirement to retain a Project scheduling consultant may be waived, provided

Contractor can demonstrate:

a. Contractor has the computer equipment and software required to produce CPM network diagrams acceptable to Contracting Officer, and capable of delivering detailed network diagrams and reports within 48 hours of request.

b. Contractor employs skilled personnel with the required 3 -year experience in CPM scheduling and reporting on contracts similar to this Contract.

B. Program: The Contractor shall utilize Microsoft Project for all scheduling required for the project.

C. Standards: Comply with procedures contained in AGC's "Construction Planning & Scheduling."

D. Diagram Type: Precedence.

1.05 DELAYS AND TIME EXTENSIONS:

A. Float Time:

1. Positive float time shall be jointly owned by Government and Contractor.

2. Positive float time expires as the Work progresses.

3. Positive float time may be consumed by Government or Contractor on a first-come, first-served basis.

4. Contractor shall not use artificial activity durations, preferential logic, or other devices for the purpose of sequestering float. Contracting Officer retains the right to reject any schedule submittal in which Contractor has sequestered float.

B. Time Extension:

FSS50624.NY5 01321-3

1. No time extensions will be granted Contractor by Contracting Officer unless a delay or change caused by Government results in the Work exceeding the "baseline" schedule Date of Substantial Completion.

2. No time extensions will be granted because of delays caused by Government which increase negative float unless the delay causes the Date of Substantial Completion to occur later in time.

3. Time extensions will be granted in accordance with the General Conditions only to the extent that time adjustments for the activity or activities affected exceed the float along the network paths involved.

a. Submit time extension requests with a narrative report supporting the request and 3 copies of the Total Float Report and input data if a mathematical analysis is necessary to support the narrative report and changes in the critical path.

1.06 PRELIMINARY NETWORK DIAGRAM:

A. Preliminary Meeting:

1. If requested by Contracting Officer, participate in a meeting with Project Scheduler to discuss the proposed schedule and the requirements of this Section prior to submittal of the preliminary network diagram and other preliminary schedules.

B. Preliminary Network Diagram: Submit a preliminary network diagram as specified in SECTION 01320 – PROJECT MEETINGS, SCHEDULES, AND REPORTS. The preliminary network diagram shall detail activities for the first 90 days of construction after issuance of the Notice to Proceed. Include a Gantt Chart for the remainder of the Work with the preliminary network diagram.

1. Include each significant construction activity. Define the relationship between each activity in the network with other activities. Schedule each construction activity in proper sequence.

2. Indicate milestone dates and completion of the Work on the date established for Substantial Completion, unless Contracting Officer agrees otherwise.

3. Contracting Officer will furnish Contractor early and late delivery dates for Government-furnished Equipment within 5 days after Notice of Award.

4. Contracting Officer will furnish Contractor the Project calendar showing the standard work week in terms of days and hours, and nonwork days to be used in preparing initial baseline schedule within 5 days after Notice of Award.

C. Cash Requirement Prediction: With submittal of the preliminary network diagram, include a preliminary cash requirement prediction based on indicated activities. The preliminary cash requirement prediction shall serve as a basis for the "Value Summaries."

D. Schedule of Submittals: With submittal of the preliminary network diagram, include a schedule of Submittals required during the first 90 days of construction following issuance of Notice to Proceed.

1. List those required to maintain orderly progress of the Work and those required early because of long lead-time for manufacturer or fabrication.

2. No more than one Submittal for an activity.

E. Distribution: Contractor shall print and distribute 5 copies of the preliminary network diagram and other specified preliminary schedules to Contracting Officer. Contractor shall print additional copies for other parties involved in construction activities that are scheduled early.

1.07 CPM SCHEDULE:

01321-4 FSS50624.NY5

A. Prepare the construction progress schedule using the network analysis diagram system known as the critical path method (CPM). Follow procedures outlined in AGC's "Construction Planning & Scheduling."

1. Proceed with preparation of the network diagram immediately following Notice of

Award of the Contract.

2. Follow the steps necessary to complete development of the network diagram in sufficient time to submit CPM Schedule so it can be accepted for use no later than 60 days after issuance of the Notice to Proceed.

3. Contractor shall arrange to have Project Scheduler or other qualified party conduct educational workshops at the Project Site to train and inform key project personnel, including Subcontractors' personnel, in proper methods of providing data and using CPM schedule information.

4. Establish procedures for monitoring and updating the CPM Schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates. Use "one 8-hour working day" as the unit of time.

5. At the time the construction progress schedule is approved by the Contracting Officer, it becomes the "baseline" schedule which can be extended only by a Contract modification.

The "current" progress schedule will be compared to the "baseline" schedule.

a. Contracting Officer approval of schedule logic and duration of activities to meet milestone and final completion dates will be required for the "baseline" schedule.

b. The approved "baseline" schedule shall not be modified by additional resource or manpower leveling without Contracting Officer approval.

c. Contract final completion shall be the late finish date.

6. CPM schedule subnetworks shall be established, dividing the Scope of Work into the following areas:

a. Pump house addition.

b. Hangar A fire protection.

c. Site work.

7. Progress Payments:

a. Prior to acceptance of the "baseline" schedule, progress payment requests will be approved based on Work-in-place estimates by Contracting Officer.

b. No progress payment will be made after the second month of the Contract Times unless the "baseline" CPM schedule is submitted as specified.

c. No progress payment will be made after the third month of the Contract Times unless the "baseline" CPM schedule is approved.

B. CPM Schedule Preparation: Prepare a list of all activities involved in the Project. Include a list of activities required to complete the Work. Provide the best data available for generation of the network diagram and the CPM schedule.

1. Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. Assign each activity a number.

2. Indicate estimated times for the following activities to be performed.

a. Preparation and processing of Submittals.

b. Purchase of Equipment and Materials.

c. Delivery.

d. Fabrication.

e. Installation.

f. Interfaces with Government's existing operations or other contractors.

g. Startup and testing operations.

FSS50624.NY5 01321-5

3. Failure to include any activity required for performance of the Contract…