L-001a Sample Task Order Specs.pdf

TECHNICAL SPECIFICATION TABLE OF CONTENTS

AREA 20A CARBON TREATMENT BUILDING

DIVISION 1 - GENERAL REQUIREMENTS

01010 Summary of Work 01090 Sources for Reference Publications 01311 Contractor-Prepared Network Analysis System 01330 Submittal Procedures 01380 Project Photographs and Video 01400 Contractor Quality Control 01500 Construction Facilities 01560 Environmental Protection 01700 As-Built Records 01740 Health, Safety, and Emergency Response

DIVISION 2 - SITEWORK

02225 Excavation, Backfilling, and Compacting 02713 Site Piping Systems 02730 Rotary-Drilled Ground Water Extraction, Injection and Monitoring Wells

DIVISION 3 - CONCRETE

03300 Cast-in-Place Concrete 03410 Precast Structural Concrete

DIVISION 4 - MASONRY

DIVISION 5 - METALS

DIVISION 6 - WOODS AND PLASTIC

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07230 Perimeter and Under-Slab Insulation 07920 Sealants

DIVISION 8 - DOORS AND WINDOWS

08710 Door Hardware

DIVISION 9 - FINISHES

DIVISION 10 – SPECIALISTS

DIVISION 11 – EQUIPMENT

11371 Temporary Treatment System

DIVISION 12 - FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13120 Pre-engineered Metal Building

DIVISION 14 - CONVEYING SYSTEMS

DIVISION 15 - MECHANICAL

15060 Process Piping, Valves and Appurtenances

DIVISION 16 - ELECTRICAL

16010 General Requirements for Electrical Work 16050 Basic Materials and Methods – Electrical 16400 Service and Distribution 16450 Electrical Grounding 16510 Luminaries 16740 Lightning Protection System

Area 20A Section 01010 - Page 1 August 2019 Carbon Treatment Building

SECTION 01010

SUMMARY OF WORK

PART 1 GENERAL

1.1 INTRODUCTION

The project SITE encompasses sections of the Federal Aviation Administration (FAA) William J. Hughes Technical Center (facility) at the Atlantic City International Airport in New Jersey know as Area of Concern (AOC or Area) 20A.

Remedial action at the SITE includes:

• Construction of one prefabricated metal building, sufficient in size to contain a minimum of eight (8) appropriately sized granular activated carbon (GAC) vessels, along with all associated piping and environmental controls;

• Installation of three (3) new monitoring wells;

• Installation of two (2) new injection wells; and

• Installation of two (2) new extraction wells.

1.1.1 Area 20A

Area 20A, known as the Salvage Yard Area, is located in the Research and Development (R&D) portion of the Technical Center, southeast of the Atlantic City International Airport Terminal. It consists of two adjacent salvage yards associated with FAA Buildings 206 and

207. The area is approximately 1,600 feet south of the Upper Atlantic City Reservoir and was used for storage of old aircraft parts, trucks and cars, scrap metal, and empty 55-gallon drums.

The Remedial Action Objectives established for Area 20A were as follows:

• Excavation of soil containing PCBs and TPH and transport off-site for incineration at a permitted rotary kiln, and

• Air stripping of volatile organic compounds in the groundwater.

Two USTs were removed from Area 20A in December 1998. PCB-contaminated soil was excavated and removed from the site from 1998 through 1999. An interim remedial system, consisting of groundwater extraction from the intermediate aquifer, treatment in an air stripper, and discharge to a recharge basin, was installed in 1992 to address chlorinated solvent contaminants in the groundwater. The remediation system was later expanded to include groundwater extraction from the shallow aquifer and injection wells to supplement an existing recharge basin.

The ground water extraction system consists of extraction wells to extract water from the Intermediate Cohansey aquifer and Shallow Cohansey aquifer. The extracted ground

Area 20A Section 01010 - Page 2 August 2019 water (historically up to approximately 300 gpm) is treated through an air stripping tower and GAC, prior to being recharged to the ground water through an approximately 20 acre infiltration basin and a series of injection wells.

1.2 GENERAL REQUIREMENTS

1.2.1 Subcontractors and Personnel

The Contractor shall provide a list of the key personnel of the Contractor and subcontractors (including addresses and telephone numbers) for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists. In addition, the Contractor shall be responsible for furnishing an identification badge or card to each employee prior to the employee's work on the site. The Contractor's attention is directed to "Security Requirements" (01010-1.2.5). The Contractor’s Representative shall be identified on this list.

1.2.2 Contractor's Representative

The Contractor's representative shall be someone identified and authorized by the Contractor to make decisions and agreements on this contract for the Contractor.

1.2.3 Availability of Utility Services

120V electricity, of sufficient quantity to power hand tools, will be made available to the Contractor from an adjacent building. All other power shall be supplied by portable generators provided by the Contractor.

1.2.4 Radio Transmitter Restrictions

Conform to restrictions and procedures for the use of radio transmitting equipment, as directed. Do not use transmitters without prior approval.

1.2.5 Security Requirements

No employee or representative of the Contractor will be admitted to the work site without satisfactory proof of United States citizenship or specifically authorized admittance to the work site by the RE.

a. The Contractor shall be responsible for monitoring all personnel and subcontractors requiring access to the work site, which shall include his personnel, subcontractor personnel, delivery trucks, authorized visitors to the site, etc.

b. Proper identification will be required for anyone and everyone entering the work area.

The form of this identification shall be an identification badge, and it will be the responsibility of the Contractor to comply with this requirement and the requirements spelled out at the preconstruction meeting.

Area 20A Section 01010 - Page 3 August 2019

c. Security clearance may be required for some contractor personal as requested by the

FAA.

d. Contractor shall provide the RE with a list of Contractor's personnel who will require access to the premises. This list shall be kept current during project work.

e. Work shall be arranged so that the Contractor's personnel can be escorted when required by FAA, in certain areas classified as controlled surfaces. Contractor's personnel shall not violate any security regulations pertaining to the airport. Violators may be removed from the premises with the right to reenter revocable.

f. Current procedures at FAA facilities include the "right to search." If, in the judgement of the gate security guard, airport guard, or military guard, a cause to search a vehicle or the person or personnel exists, such search will be made.

g. Failure of the Contractor to fully comply with the above instructions and/or directions from the RE shall result in an immediate shutdown of the entire project until such time as the Contractor demonstrates his compliance.

h. Contractor vehicles requiring access to the airport must comply with the following procedure:

1. The Contractor must supply the following information to the RE.

a. Company name

b. Job supervisor's name

c. Number and description of vehicles

d. Description of work and location of work area.

2. The job supervisor will sign for airport passes at the time of issue by the FAA

Technical Center Security. Issue records are available for inspection at the Center Security Office.

1.2.6 Weather Protection

If a warning of inclement weather conditions is issued, take precautions to minimize any danger to persons, and to protect the work and any nearby Government property.

Precautions shall include, but are not limited to, closing openings in buildings, excavations, etc.; removing loose materials, tools, and equipment from exposed locations; and removing or securing other temporary work. Close openings in the work if storms of lesser intensity pose a threat to the work or any nearby Government property.

1.2.7 Coordination Meetings

Once each week, on a regularly scheduled day and hour, an authorized representative of the Contractor shall meet with the Contracting Officer (CO) and/or RE, in the Technical

Area 20A Section 01010 - Page 4 August 2019

Support Facility (TSF) Building (or other location chosen by the FAA), to confer on contract progress, future scheduling, proposed procedures, coordination with other projects, etc.

1.3 PRE-CONSTRUCTION SUBMITTALS

The Contractor will be required to submit plans or other submittals for review and receive concurrence from the RE that they meet the requirements of the Technical Specifications and regulations prior to commencement of any field activities. Plans or other submittals requiring submission include, but are not limited to, the following:

Network Analysis System (found in Section 01311) Submittal Register (found in Section 01330) Photography Plan (found in Section 01380) Environmental Protection Plan (found in Section 01560) Site Safety & Healthy Plan (found in Section 01740)

1.4 SITE PREPARATION

This section discusses the preparation tasks only and does not represent a complete listing of sequential tasks. For a more complete listing refer to the Contract Drawings.

Temporary sanitary facilities for the Contractor's use shall be set in place. The Contractor will be provided a lay-down area for temporary storage of materials. Outdoor storage of equipment or materials will not be allowed unless permitted by the equipment/material manufacturer. In any case, all equipment and materials must be stored in accordance with manufacturer’s instructions.

Ten (10) days prior to any excavation activities the Contractor shall contact the RE to request the site COMS contractor to conduct a utility mark-out in all areas to be disturbed.

The Contractor is also responsible for contacting the New Jersey One Call system for utility mark-outs at 1-800-272-1000. Additionally, the Contractor shall secure the services of a licensed utility locating company to search for buried utilities in all areas to be disturbed, including any area to be excavated or trenched through.

1.5 (Reserved)

1.6 (Reserved)

1.7 (Reserved)

1.8 SITE RESTORATION

The Contractor shall be responsible for removing and disposing of facilities installed to conduct the Remedial Action program. Areas requiring complete removal and disposal off-site, as applicable, include the following:

Area 20A Section 01010 - Page 5 August 2019

Temporary Sanitary Facilities

The Contractor shall be responsible for leaving the SITE in a clean and neat condition. All trash, debris, and waste material shall be completely removed from the SITE

1.9 (Reserved)

1.10 PRELIMINARY SEQUENCE OF CONSTRUCTION ACTIVITIES

The anticipated order of construction activities is given below. The list of activities is not intended to be a critical path, nor be inclusive of all construction activities.

a. Plan Development and Approvals

b. Install Extraction, Injection and Monitoring Wells

c. Excavate Footings and Foundations

d. Construct Treatment Building

e. Install Treatment Components

f. Install electrical and HVAC Components

g. Construct Piping Systems in Building

h. System Checkout

i. Site Restoration

END OF SECTION

Area 20A Section 01090 - Page 1 August 2019

SECTION 01090

SOURCES FOR REFERENCE PUBLICATIONS

1.1 REFERENCES

Reference publications are cited in other sections of the specifications along with identification of their sponsoring organizations. The addresses of the sponsoring organizations are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided. If no date for a specific reference publication is provided assume the most recent version is being referenced.

Air Conditioning, Heating and Refrigeration Institute (AHRI) 2111 Wilson Blvd., Suite 500 Arlington, VA 22201 Phone: (703) 524-8800 Fax: (703) 528-3816 Internet: www.ahrinet.org Email: ahri@ahrinet.org

Air Movement and Control Association (AMCA) 30 W. University Drive Arlington Heights, IL 60004-1893 Phone: (847) 394-0150 Fax: (847) 253-0088 Internet: www.amca.org

American Architectural Manufacturers Association (AAMA) 1827 Walden Office Square, Suite 550 Schaumburg, IL 60173-4268 Phone: (847) 303-5664 Fax: (847) 303-5774 Internet: www.aamanet.org

Area 20A Section 01090 - Page 2 August 2019

American Association of State Highway and Transportation Officials (AASHTO) 444 N. Capitol Street, NW, Suite 249 Washington, DC 20001 Phone: (202) 624-5800 or (800) 231-3475 Fax: (202) 624-5806 or (800) 525-5562 Internet: www.transportation.org American Concrete Institute International (ACI) 38800 Country Club Dr.

Farmington Hills, MI 48331 Phone: (248) 848-3700 Fax: (248) 848-3701 Internet: www.aci-int.org

American Conference of Governmental Industrial Hygienists (ACGIH) 1330 Kemper Meadow Drive Cincinnati, OH 45240 Phone: (513) 742-2020 Fax: (513) 742-3355 Email: mail@acgih.org Internet: www.acgih.org

American Forest & Paper Association (AF&PA) 1111 Nineteenth Street NW, Suite 800 Washington, DC 20036 Phone: (202) 463-2700 or (800) 878-8878 Fax: (202) 463-2471 Internet: www.afandpa.org Email: info@afandpa.org

American Institute of Steel Construction (AISC) One East Wacker Drive, Suite 700 Chicago, IL 60601-1802 Phone: (312) 670-2400 Publications: (800) 644-2400 Fax: (312) 670-5403 Internet: www.aisc.org

American Iron and Steel Institute (AISI) 1140 Connecticut Ave NW, Suite 705 Washington, DC 20036 Phone (202) 452-7100 Internet: www.steel.org

Area 20A Section 01090 - Page 3 August 2019

American National Standards Institute (ANSI) 1819 L Street, NW, 6th Floor Washington, DC 20036 Phone: (202) 293-8020 Fax: (202) 293-9287 Internet: www.ansi.org/

American Petroleum Institute (API) 1220 "L" Street, NW Washington, DC 20005-4070 Phone: (202) 682-8000 Fax: (202) 682-8223 Internet: www.api.org

American Society for Testing and Materials (ASTM) 100 Barr Harbor Drive West Conshohocken, PA 19428-2959 Phone: (610) 832-9500 Fax: (610) 832-9555 Internet: www.astm.org

American Society of Civil Engineers (ASCE) 1801 Alexander Bell Drive Reston, VA 20191-4400 Phone: (703) 295-6300 or (800) 548-2723 Fax: (703) 295-6222 Internet: www.asce.org Email: marketing@asce.org

American Society of Heating, Refrigerating, and Air Conditioning Engineers, Inc.

(ASHRAE)

1791 Tullie Circle, NE Atlanta, GA 30329-2305 Phone: (404) 636-8400/(800) 527-4723 Fax: (404) 321-5478 Internet: www.ashrae.org Email: ashrae@ashrae.org

Area 20A Section 01090 - Page 4 August 2019

American Society of Mechanical Engineers (ASME) Three Park Avenue New York, NY 10016-5990 Phone: (212) 591-7158 or 800-843-2763 Fax: (212) 591-7739 Internet: www.asme.org Email: infocentral@asme.org

American Water Works Association (AWWA) 6666 West Quincy Avenue Denver, Co 80235 Phone: (303) 794-7711 or (800) 926-7337 Fax: (303) 347-0804 Internet: www.awwa.org

American Welding Society (AWS) 550 N.W. LeJeune Road Miami, FL 33126 Phone: (305) 443-9353/(800) 443-9353 Fax: (305) 443-7559 Internet: www.amweld.org

Builders Hardware Manufacturers Association (BHMA) 355 Lexington Avenue, 15th Floor New York, NY 10017-6603 Phone: (212) 297-2122 Fax: (212) 370-9047 Internet: www.buildershardware.com

Door and Hardware Institute (DHI) 14150 Newbrook Drive, Suite 200 Chantilly, VA 20151-2223 Phone: (703) 222-2010 Fax: (703) 222-2410 Internet: www.dhi.org Email: techdept@dhi.org

Area 20A Section 01090 - Page 5 August 2019

Factory Mutual Engineering and Research (FM) 270 Central Ave.

P.O. Box 7500 Johnston, RI 02919-4923 Phone: (401) 275-3000 Fax: (401) 275-3029 Internet: www.fmglobal.com

Foundation for Cross-Connection Control and Hydraulic Research (FCCCHR) University of South California Kaprielian Hall 200 Los Angeles, CA 90089-2531 Phone: (213) 740-2032 or (866) 545-6340 Fax: (213) 740-8399 Internet: www.usc.edu/dept/fccchr Email: fccchr@usc.edu

Federal Specifications (FS) General Services Administration Federal Supply Service Bureau 1800 F Street NW Washington, DC 20405 Phone: 202-619-8925 Fax: 202-619-8978 Internet: www.gsa.gov

Glass Association of North America (GANA) 800 SW Jackson St., Suite 1500 Topeka, KS 66612-1200 Phone: 785-271-0208 Fax: 785-271-0166 Internet: www.glasswebsite.com

Hydraulic Institute (HI) 6 Campus Drive, 1st Floor North Parsippany, NJ 07054-4406 Phone: (973) 267-9700 OR (888) 786-7744 Fax: (973) 267-9055 Internet: www.pumps.org Email: info@pumps.org

Area 20A Section 01090 - Page 6 August 2019

Illuminating Engineering Society of North America (IESNA) 120 Wall Street, 17th Floor New York, NY 10005-4001 Phone: (212) 248-5000 Fax: (212) 248-5017 Internet: www.iesna.org

Institute of Electrical and Electronics Engineers, Inc. (IEEE) 445 Hoes Lane P.O. Box 1331 Piscataway, NJ 08855-1331 Phone: (732) 981-0060/(800) 701-4333 Fax: (732) 981-9667 Internet: www.ieee.org Email: customer.services@ieee.org

Instrument Society of America (ISA) 67 Alexander Drive Research Triangle Park, NC 27709 Phone: (919) 549-8411 Fax: (919( 549-8288 Internet: www.isa.org

International Code Council 500 New Jersey Ave. NW, 6th Floor Washington, DC 20001 Phone: (888) 422-7233 Fax: (202) 783-2348 Internet: www.iccsafe.org

Manufacturers Standardization Society of the Valve and Fittings Industry (MSS) 127 Park Street, NE Vienna, VA 22180-4602 Phone: (703) 281-6613 Fax: (703) 281-6671 Internet: www.mss-hq.com Email: info@mss-hq.com

Area 20A Section 01090 - Page 7 August 2019

Metal Building Manufacturers Association (MBMA) 1300 Sumner Avenue Cleveland, OH 44115-2851 Phone: (216) 241-7333 Fax: (216) 241-0105 Internet: www.mbma.com Email: mbma@mbma.com

Military Specification (MS) Order Military Specifications, Standards and Related Publications From:

Department of Defense Single Stock Point (DODSSP) for Defense Automation and Production Service (DAPS) Building 4 700 Robbins Avenue Philadelphia, PA 19111-5094 Phone: (215) 697-2179 Fax: (215) 697-1462 Internet: www.dodssp.daps.dla.mil

National Association of Architectural Metal Manufacturers (NAAMM) 800 Roosevelt Rd., Bldg. C, Suite 312 Glen Ellyn, IL 60137 Phone: (630) 942-6591 Fax: (630) 790-3095 Internet: www.naamm.org Email: naamm@gss.net

National Association of Plumbing-Heating-Cooling Contractors (NAPHCC) 180 South Washington Street P.O. Box 6808 Falls Church, VA 22046 Phone: (703) 237-8100 Fax: (703) 237-7442 Internet: www.phccweb.org Email: naphcc@naphcc.org National Electrical Manufacturers Association (NEMA) 1300 N. 17th Street, Suite 1752 Rosslyn, VA 22209 Phone: (703) 841-3200 Fax: (703) 841-5900 Internet: www.nema.org http://www.nema.org/

Area 20A Section 01090 - Page 8 August 2019

National Fire Protection Association (NFPA) One Batterymarch Park P.O. Box 9101 Quincy, MA 02269-9101 Phone: (617) 770-3000 Fax: (617) 770-0700 Internet: www.nfpa.org Email: custserv@nfpa.org

National Institute for Occupational Safety and Health (NIOSH) Mail Stop C-13 4676 Columbia Parkway Cincinnati, OH 45226-1998 Phone: (800) 356-4674 Fax: (513) 533-8347 Internet: www.cdc.gov/niosh/homepage.html Email: cdcinfo@cdc.gov

New Jersey Department of Environmental Protection 401 E. State Street, CN413 Trenton, NJ 08625 Phone: (609) 777-3373 Internet: www.state.nj.us/dep

New Jersey Department of Transportation (NJDOT) 1035 Parkway Avenue P.O. Box 600 Trenton, NJ 08625-0600 Phone: (609) 530-2000 Internet: www.state.nj.us/transportation

Precast/Prestressed Concrete Institute (PCI) 200 W Adams St., Suite 2100 Chicago, IL 60606-6938 Phone: (312) 786-0300 Fax: (312) 621-1114 Internet: www.pci.org Email: info@pci.org

Area 20A Section 01090 - Page 9 August 2019

Plastics Pipe Institute, Inc. (PPI) 105 Decker Court Suite 825 Irving, TX 75062 Phone: (469) 499-1044 Fax: (469) 499-1063 Internet: www.plasticpipe.org

Sheet Metal & Air Conditioning Contractors National Association (SMACNA) 4201 Lafayette Center Drive Chantilly, VA 20151-1219 Phone: (703) 803-2980 Fax: (703) 803-3732 Internet: www.smacna.org Email: info@smacna.org

Steel Deck Institute (SDI) P.O. Box 25 Fox River Grove, IL 60021 Phone: (847) 458-4647 Fax: (847) 458-4648 Internet: www.sdi.org Email: Steve@sdi.org

Steel Door Institute (SDOI) 30200 Detroit Road Westlake, OH 44145 Phone: (440) 899-0010 Fax: (440) 892-1404 Internet: www.steeldoor.org Email: info@steeldoor.org

The Society for Protective Coatings (SSPC) 40 24th Street, 6th Floor Pittsburgh, PA 15222-4656 Phone: (412) 281-2331 Fax: (412) 281-9992 Internet: www.sspc.org Email: info@sspc.org

Area 20A Section 01090 - Page 10 August 2019

Steel Tank Institute (STI) 944 Donata Ct.

Lake Zurich, IL 60047 Phone: (847) 438-8265 Fax: (847) 438-8766 Internet: www.steeltank.com

Steel Window Institute (SWI) 1300 Sumner Avenue Cleveland, OH 44115-2851 Phone: (216) 241-7333 Fax: (216) 241-0105 Internet: www.steelwindows.com Email: swi@steelwindows.com

Underwriters Laboratory, Inc. (UL) 2600 NW Lake Rd Camas, WA 98607-8542 Phone: (877) 854-3577 Fax: (360) 817-6278 Internet: www.ul.com Email: cec.us@us.ul.com

Uni-Bell PVC Pipe Association (UBPPA) 2711 LBJ Freeway, Suite 1000 Dallas, TX 75234 Phone: (972) 243-3902 Fax: (972) 243-3907 Internet: www.uni-bell.org Email: info@uni-bell.org

U.S. Department of Agriculture (USDA) Order Other Publications From:

U.S. Department of Agriculture 1400 Independence Ave SW Washington, D.C. 20250 Phone: (202) 720-2791 Fax: (202) 720-2166 Internet: www.usda.gov

Area 20A Section 01090 - Page 11 August 2019

U.S. Army Corps of Engineers (USACE) U.S. Army Engineer Waterways Experiment Station Order CRD-D Documents From.

Attn: Technical Report Distribution Section, Services Branch, TIC 3909 Halls Ferry Road Vicksburg, MS 39180-6199 Phone: (601) 634-2664 Fax: (601) 634-2388 Internet: www.wes.army.mil/SL/MTC/handbook/handbook.htm Email: MTC-INFO@usace.army.mil

U.S. Department of Defense (DOD) Order From:

National Technical Information Service 5301 Shawnee Rd.

Alexandria, VA 22312 Phone: (703) 605-6040 Fax: (703) 605-6900 Internet: www.ntis.gov

U.S. Department of Transportation (DOT) 1200 New Jersey Ave. SE Washington, DC 20590 Internet: dot.gov Phone: (202) 366-4000 or (800) 877-8339

U.S. Environmental Protection Agency (EPA) Ariel Rios Building 1200 Pennsylvania Avenue, N.W.

Washington, DC 20460 Phone: 202-272-0167 or 202-272-0165 Fax: 202-260-6257 Internet: www.epa.gov

Area 20A Section 01090 - Page 12 August 2019

U.S. Federal Aviation Administration (FAA) Order From:

Superintendent of Documents 710 North Capitol Street, N.W.

Washington, DC 20401 Phone: 202-512-1800 Fax: 202-512-2104 Internet: www.gpo.gov Email: gpo@custhelp.com

U.S. Department of Housing and Urban Development (HUD) Order From: HUD User P.O. Box 23268 Washington, DC 20026-3268 Phone: (202) 708-3178 Fax: (202) 708-9981 Internet: www.huduser.org Email: helpdesk@huduser.org

U.S. National Archives and Records Administration (NARA) Code of Federal Regulations (CFR) 700 Pennsylvania Avenue, N.W.

Washington, D.C. 20408 Phone: (800) 234-8861 or (866) 272-6272 Fax: (301) 837-0483 Internet: www.nara.gov

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Area 20A Section 01311 - Page 1 August 2019

SECTION 01311

CONTRACTOR-PREPARED NETWORK ANALYSIS SYSTEM

PART I GENERAL

1.1 SUMMARY

The work specified in this section consists of the preparation of a network analysis system for the contract work.

1.2 RESERVED

1.3 SUBMITTALS

The following shall be submitted in accordance with Section 01330, “Submittal Procedures.”

1.3.1 SD-07, Schedules

Preliminary Network Analysis

Six copies of a preliminary network analysis defining the Contractor’s planned operations during the first sixty (60) calendar days shall be submitted within ten days after the notice to proceed. The Contractor's general approach for the balance of the project shall be indicated. Cost of activities expected to be completed or partially complete before submission and approval of the entire schedule shall be included. Each action which may cause a potential shutdown or interruption to existing operating systems or utilities shall be identified on the preliminary network schedule.

Final Network Analysis

Six copies of the complete final network analysis consisting of the detailed network mathematical analysis (on-site manpower loading schedule, equipment schedule) and network diagrams shall be submitted within 40 calendar days after receipt of the notice to proceed.

Revised Schedules

See Paragraph 3.1.3

1.3.2 SD-09; Reports

Progress Reports

See Paragraph 3.1.4

Area 20A Section 01311 - Page 2 August 2019

Not Applicable

3.1 NETWORK ANALYSIS SYSTEM

The progress chart to be prepared by the Contractor shall consist of a network analysis system as described below. In preparing this system, the scheduling of construction is the responsibility of the Contractor. The requirement for the system is included to assure adequate planning and execution of the work and to assist the Contracting Officer (CO) and Resident Engineer (RE) in appraising the reasonableness of the proposed schedule and evaluating progress of work.

3.1.1 General

The Contractor shall use a software-based network analysis system. The Contractor shall use one of the following software programs: (1) PMS 80 Project Management System by Pinnell Engineering, Inc., 5331 S.W. Macadam Ave., Suite 270, Portland, Oregon 97201, telephone (503) 243-2246; (2) Primavera Project Planner by Primavera Systems, Inc., Suite 925, Two Bala Plaza, Bala Cynwyde, PA 19004, telephone (215) 667-8600; (3) Microsoft Project by Microsoft Corporation; or (4) other software program approved by the RE.

3.1.2 System Requirements

The system shall consist of diagrams and accompanying mathematical analyses. The diagrams shall show elements of the project in detail and the entire project in summary.

3.1.2.1 Diagrams

Show the order and interdependence of activities and the sequence in which the work is to be accomplished as planned. The basic concept of a network analysis diagram will be followed to show how the start of a given activity is dependent on the completion of preceding activities and how its completion restricts or restrains the start of following activities. The diagram shall clearly show the activities of the critical path. In addition to construction activities, detailed network activities shall include the submittal and approval of materials, samples, delivery of O&M manuals, training to be provided, shop drawings, the procurement of critical materials and equipment, receipt of materials with estimated procurement costs of major items for which payment of materials will be requested in advance of installation, fabrication of special material and equipment, and their installation and testing. A summary of activity for time based overhead office and management costs shall be included. Show activities of the Government that affect progress and contract-required dates for completion of all or parts of the work. Show activities indicating Government furnished materials and equipment utilizing delivery

Area 20A Section 01311 - Page 3 August 2019 dates indicated in “FAR 52.245-2, Government Furnished Property (Fixed-Price Contract).” Show the following information on the diagrams for each activity:

a. Activity number

b. Description of the activity

c. Duration in work days

d. Responsibility code indicating the party responsible for accomplishment of the activity. As a minimum, provide a separate responsibility code for each subcontractor.

e. Area code indicating the area of the project in which the work will be performed.

3.1.2.2 Network Details

Detailed network activities shown on a detailed or sub-network diagram shall include, in addition to construction activities, the submittal and approval of samples of materials and shop drawings, the procurement of critical materials and equipment, fabrication of special materials and equipment and their installation and testing. All activities of the Government that affect progress and contract required dates for completion of all or parts of the work shall be shown. The detail of information shall be such that duration times of activities shall range from three to 30 days with not over two percent of the activities exceeding these limits. The activities which comprise the separate project features shall be separately identifiable by coding or use of sub-networks, or both. The selection and number of activities shall be subject to approval by the RE. Detailed networks, when summary networks are also furnished, need not be time scaled but shall be drafted to show a continuous flow from left to right with no arrows from right to left.

The following information shall be shown on the diagrams for each activity: preceding and following event numbers; description of the activity; cost; and activity summary.

3.1.2.3 Summary Network

If the project is of such size that the entire network cannot be readily shown on a single sheet, a summary network diagram shall be provided. The summary network diagram shall consist of a minimum of 50 activities and a maximum of 150 activities, and shall be based on and supported by detailed diagrams. Related activities shall be grouped on the network. The critical path shall be plotted generally along the center of the sheet with channels having increasing float placed towards the top or bottom. The summary network shall be time scaled using units of approximately one-half inch equals one week or other suitable scale approved by the RE. Weekends and holidays shall be indicated on the network. Where slack exists, the activities shall be shown at the time when they are scheduled to be accomplished.

Area 20A Section 01311 - Page 4 August 2019

3.1.2.4 Mathematical Analysis

The mathematical analysis of the network diagram shall include a tabulation of each activity shown on the detailed network diagrams. The following information shall be furnished as a minimum for each activity:

a. Preceding and following event numbers (numbers shall be selected and assigned so as to permit identification of the activities with bid items);

b. Activity description;

c. Estimated duration of activities (the best estimate available at time of computation);

d. Earliest start date (by calendar date);

e. Earliest finish date (by calendar date);

f. Scheduled or actual start date (by calendar date);

g. Scheduled or actual finish date (by calendar date);

h. Latest start date (by calendar date);

i Latest finish date (by calendar date);

j. Slack or float;

k. Monetary value of activity;

l. Responsibility for activity (Prime Contractor, subcontractors, suppliers, Government, etc.);

m. Manpower required;

n. Percentage of activities completed;

o. Contractor’s earnings based on portion of activity completed; and

p. Bid item of which activity is a part.

3.1.2.5 Mathematical Program

The program or means used in making the mathematical computation shall be capable of compiling the total value of completed and partially completed activities and subtotals from separate or project features.

Area 20A Section 01311 - Page 5 August 2019

3.1.2.6 Computations

In addition to the tabulation of activities, the computation will include the following data:

a. Identification of activities which are planned to be expedited by use of overtime or double shifts to be worked including Saturdays, Sundays, and holidays;

b. On-site manpower loading schedule;

c. A description of the major items of construction equipment planned for operation of the project. (The description shall include the type, number of units, and unit capacities.) A schedule showing proposed times that equipment will be on the work site keyed to activities on which equipment will be used shall be provided; and

d. Where portions of the work are to be paid by unit costs, the estimated number of units in an activity which was used in developing the total activity cost.

3.1.2.7 Order of Network Activities

The analysis shall list the activities in sorts or groups as follows:

a. By the preceding event number from lowest to highest and then in the order of the following event number:

b. By the amount of slack, then in order by preceding event number;

c. By responsibility in order of earliest allowable start dates; and

d. In order of latest allowable start dates, then in order of preceding event numbers, and then in order of succeeding event numbers.

3.1.3 Revised Schedules

The Contractor shall participate in a review and evaluation of the proposed network diagrams and analysis by the RE. Any revisions necessary as a result of this review shall be resubmitted for approval by the RE within ten calendar days after the conference. The approved schedule shall then be the schedule to be used by the Contractor for planning, organizing, and directing the work and for reporting progress.

If the Contractor thereafter desires to make changes in the method of operating and scheduling he shall notify the RE in writing stating the reasons for the change. If the RE considers these changes to be of a major nature, he may require the Contractor to revise and submit for approval, without additional cost to the Government, all or the affected portion of the detailed diagrams and mathematical analysis and the summary diagram to show the effect on the entire project. A change may be considered of a major nature if the time estimated to be required or actually used for an activity or the logic of sequence of activities is varied from the original plan to a degree that there is a reasonable doubt as to the effect on the contract completion data or dates. Changes

Area 20A Section 01311 - Page 6 August 2019 which affect activities with adequate slack time shall be considered as minor changes, except that an accumulation of minor changes may be considered a major change when their cumulative effect might affect the contract completion date.

Any project schedule changes shall be incorporated into the submittal register, where applicable, as part of this Contract.

3.1.4 Periodic Progress Reports

The Contractor shall submit at monthly intervals and not later than the 5th of each month, four copies of a report of the actual construction progress by updating the mathematical analyses. Revisions causing changes in the detailed network shall be noted on the summary network, or a revised issue of affected portions of the detailed network furnished. The summary network shall be revised as necessary for the sake of clarity.

However, only the initial submission or complete revisions need be time scaled.

Subsequent minor revisions need not be time scaled.

3.1.4.1 Completion of Activities

Progress reports shall show the activities or portions of activities completed during the reporting period and their total value as basis for the Contractor’s progress payment request. Payment made will be based on the total value of such activities completed or partially completed after verification by the RE. The report shall state the percentage of the work actually completed and scheduled as of the report date and the progress along the critical path in terms of days ahead or behind the allowable dates. If the project is behind schedule, progress along other paths with negative slack shall also be reported.

The Contractor shall also submit a narrative report with the updated analysis which shall include, but not be limited to, a description of the problem areas, current and anticipated, delaying factors and their impact, and an explanation of corrective actions taken or proposed.

Area 20A Section 01330 - Page 1 August 2019

SECTION 01330

SUBMITTAL PROCEDURES

1.1 SUBMITTAL DESCRIPTIONS (SD)

Submittals required are identified by SD numbers as follows:

SD-01 Data SD-04 Drawings SD-06 Instructions SD-07 Schedules SD-08 Statements SD-09 Reports SD-13 Certificates SD-14 Samples SD-18 Records SD-19 Operation and Maintenance Manuals

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

SD-07 Schedules

Completed Submittal Register (ENG Form 4288); Updated Submittal Register (Eng Form 4288)

Submit and receive concurrence from the Resident Engineer (RE) that the submittal register meets the requirements of the Technical Specification prior to the commencement of any field activities.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved (GA)

Governmental approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the RE. The Contractor shall assume that all submittals associated with this project are considered GA.

Area 20A Section 01330 - Page 2 August 2019

1.4 APPROVED SUBMITTALS

The approval of submittals by the RE shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing, and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract, is responsible for the dimensions and design of adequate connections, details, and satisfactory construction of all work.

After submittals have been approved by the RE, no resubmittal for the purpose of substituting materials or equipment will be given consideration unless accompanied by an explanation as to why a substitution is necessary.

1.5 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the RE and promptly furnish a corrected submittal in the form and number of copies as specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, notice shall be given promptly to the RE and Contracting Officer (CO).

1.6 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

3.1 GENERAL

The Contractor shall submit all items listed on the Submittal Register (ENG Form 4288) or specified in the other sections of these specifications. The Contractor shall use the approved Government numbering system for identification of submittals, additional submittals, and resubmittals. The Contracting Officer’s Technical Representative (COTR) or RE may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the respective sections. Units of the weights and measures used on all submittals shall be the same used in the contract drawings.

Submittals shall be made in the respective number of copies and to the respective addresses set forth below. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor and each respective transmittal form (ENG Form 4025) or approved equal shall be signed and dated certifying that the accompanying submittal complies with the contract requirements.

Proposed deviations from the contract requirements shall be clearly identified.

Area 20A Section 01330 - Page 3 August 2019

Submittals shall include items such as: Contractor’s, manufacturer’s, or fabricator’s drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals including parts list; certifications; warranties and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby.

3.2 SUBMITTAL REGISTER (ENG FORM 4288)

Attached at the end of this section is a blank Submittal Register (ENG Form 4288). The Contractor shall use this format to prepare the project submittal register listing each item of equipment and material for which submittals are required by the Scope of Work (SOW) and associated specifications. The Contractor shall complete columns “d” thru “q”. The Contractor shall complete, review, and submit, in triplicate, the completed register listing all submittals to the RE. In addition to those items listed in ENG Form 4288, the Contractor shall furnish submittals for any proposed deviations from the project documents. The approved submittal register will become a scheduling document and will be used to control submittals throughout the life of the contract. Scheduling shall be coordinated with the approved network analysis system. A representative of the Contractor (the Contractor’s CQC system manager if applicable to the project) shall review the listing at least every 30 days and task appropriate action to maintain an effective system. Copies of updated or corrected listings shall be submitted to the RE at least every 60 days (if the project duration exceeds 60 days), in triplicate. Payment will not be made for any material or equipment which does not comply with contract requirements.

3.3 SCHEDULING

a. Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing.

Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, which includes at least 30 working days for submittals for RE approval. Period of review for submittals with government approval begins when the Government receives submittal from the Contractor. Period of review for each resubmittal is the same as for initial submittal. No delays or damages will be allowed for time lost in late submittals.

3.4 TRANSMITTAL FORM (ENG FORM 4025)

The transmittal form (ENG Form 4025) attached to this section of the specification or an approved equal shall be used for submitting submittals in accordance with the instructions provided by the FAA. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraphs and/or sheet number of the contract drawings pertinent to the data submitted for each item.

Area 20A Section 01330 - Page 4 August 2019

3.5 SUBMITTAL PROCEDURE

While submittals referred to in the text may use the wording “submitted to the RE,” submittals will be reviewed as indicated in column “r” of the Submittal Register (ENG Form 4288). Submittals shall be made to the addresses set forth below. Submittals shall be made as follows:

3.5.1 Submittals for FAA (Government) Approval

The Contractor shall submit to the FAA, by the most expedient means, a total of seven copies of shop drawings and other submittals listed on the Submittals Register (ENG Form 4288) or approved equal as requiring technical review by the FAA. All copies shall be submitted to the RE. The Contractor shall be responsible for all costs incurred in transmitting the required information for review in the submittal process.

FAA mailing address:

FAA William J. Hughes Technical Center Attn: TBD Building 305, Workstation A062 Atlantic City International Airport, NJ 08405

3.5.2 (Reserved)

3.5.3 Deviations

For submittals which include proposed deviations requested by the Contractor, the column “variation” of ENG Form 4025 shall be checked. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

3.5.4 Completion of Work

Upon completing the work under this contract, the Contractor shall furnish one set of prints of all shop drawings as finally approved. These drawings shall show all changes and revisions made up to the time the items covered by the shop drawings are completed and accepted.

3.6 CONTROL OF SUBMITTALS

The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor schedule submittal date shown on the approved “Submittal Register.”

Area 20A Section 01330 - Page 5 August 2019

3.7 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. Five (5) copies of the submittal will be retained by the RE and the remaining copies of the submittal will be returned to the Contractor.

Contract No.

SUBMITTAL REGISTER - ENG FORM 4288

Title and Location Contractor Specification Section Area 20A Carbon Treatment Building

TYPE OF SUBMITTAL

CLASSI-

FICATION Contractor Schedule Dates Contractor Action Action

A C T I V I T Y

N O

TRANS-

MITTAL

NO. I

T E M

N O

SPECIFICATION

PARAGRAPH

NUMBER

DESCRIPTION OF ITEM SUBMITTED

D A T A

D R A W I N G S

I N S T R U C T I O N S

S C H E D U L E S

S T A T E M E N T S

R E P O R T S

C E R T I F I C A T E S

S A M P L E S

R E C O R D S

M A N U A L S

O M

M A N U A L S

G O V E R N M E N T

A P P R O V E D

R E V I E W

SUBMIT APPROVAL

NEEDED BY

MATERIAL

NEEDED BY

C o d e

DATE SUBMIT TO

GOVERNMENT

C O D E

DATE REMARKS

a. b. c. d. e. f. g. h. i. j. k. l. m. n. o. p. q. r. s. t. u. v. w. x. y. z. aa.

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT CATA, MATERIAL. SAMPLES·, OR MANUFACTU·RER'S CERTIFICATES OF COMPLIANCE SECTION 1 ·REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS I.DATE: i I TRANSMITTAL NO . .. I .

TO: FROM: CHECK .ONE: . .

I NEW TANSMIT.TAL ,. ·

RESUBMITi A~ Of NO;

... SPECIFICATION sec. NO.: I PROJECT TITLE: . ~

CONTRACT NO: · I PROJECT LOCATION: •'

I

CONTRACT REFER.ENCE FOR

DESCRIPTION, SIZE AND . DOCUMENT · · CONTR; :· F.OR .. :CE

Jli_M__ MO·~!;L I-JI IUO~~ OF' ITEM . MFG. OR' CONTR CAT I CURVE NO 0 · SPEC. PARA. DRAW~G · Stl_ USE -- . : USE"·

NO, SUBMITTED . DRAWING O~ 9ROCHUR.E NO. COPIES NO. NO. . CODE VARIATION 'CODE

I certify that the above submitted lten:is have been reviewed In detail and In st~ict conformance

'. REMARKS

with the contract dreY\1n.gs and specifications except as otherwise stated, :

SIGNATURE .DATE I I ..

SECTION 2 ·APPROVAL ACTION I I I I· I

ENCLOSURES RETURNED (List by Item No.) I APPR.OVING AUTHORITY DATE

SIGNATURE I TITLE

PAGE 1 I . '

BKline Text Box Form 4025

Area 20A Section 01380 - Page 1 August 2019

SECTION 01380

PROJECT PHOTOGRAPHS AND VIDEO

1.1 SCOPE OF WORK

This section describes project photography and video recording to be performed and submitted by the Contractor in order to document construction and remediation activities.

1.2 GENERAL REQUIREMENTS

1.2.1 The documentation shall provide a complete record of events including, but not limited to, progression of work, potential and actual problems, solutions to problems, and actual conditions which may vary from contract conditions.

1.2.2 The Contractor shall furnish a digital camera and a digital video recorder to record important features of the site prior to the commencement of work, during work, and after the work has been completed. Photographs shall be submitted electronically, on CDs, and as actual hard copy prints.

1.2.3 Each photograph shall be in color. Photographs and videos shall be of clear professional quality. A scale or object of known and stated dimensions, and date of photograph, shall be included within the frame of all subjects photographed. All photos should be labeled as to location and purpose, description, problem, etc. in a manner which allows quick referencing (e.g., place label or identification number immediately adjacent to photograph.

1.2.4 Video recordings shall be electronic format, and labeled sequentially with project name and range of dates video included in the file name. Videos shall be narrated by the Contractor describing what is being viewed, date, potential and actual problems, solutions, etc.

1.2.5 All photographs and videos are U.S. Government property and shall not be released by the Contractor to the public or news media. Photographs shall be displayed at a maximum of two to a page, with pages (minimum photograph size shall be 3” x 5”) punched to fit standard three-ring binders. The description of the photo (label) must be visible adjacent to the photograph. Provide binders in sufficient size and quantity to hold all photographs. Provide at least one binder per set of prints. Do not combine sets into the same binder.

1.2.6 Prints shall be color of standard quality, sized as described herein and of single weight photograph paper. Each print shall show appropriate identification and other information as directed by the Resident Engineer (RE). Identification information on each print shall include: name and location of project, item/action being photographed, Area 20A Section 01380 - Page 2 August 2019

General Contractor, orientation of view, date and time of exposure, and name and address of photographer.

1.3.1 SD-08 Statements

Photography Plan; GA

The Contractor shall submit for approval a photography plan, which shall include the following information: items to be photographed and video recorded, location and views of the photographs and video that will be taken.

1.3.2 SD-01 Data

1.3.2.1 Construction Photograph (Electronic Files and Prints); GA.

1.3.2.1.1 Initial and Final Photographs.

The Contractor shall submit to the RE three sets of prints of each photograph taken prior to the commencement of work and after completion of all work, along with the electronic files within 14 calendar days after taking the photographs, or as approved by the RE.

1.3.2.1.2 Monthly Photographs

The Contractor shall submit to the RE three prints of each monthly progress photograph, along with the electronic files, within 14 calendar days after taking the photographs, or as approved by the RE.

1.3.2.2 Videos; GA

The Contractor shall submit initial, monthly, and final video recordings.

Three copies of each unedited video recording shall be turned over to the RE within 14 calendar days after completing the video recording, or as directed by the RE.

Three copies of edited video recording shall be turned over to the RE within 14 calendar days after completing the video footage, or as directed by the RE.

Not applicable

Area 20A Section 01380 - Page 3 August 2019

3.1 INITIAL PHOTOGRAPHS AND VIDEO

The location of initial photographs/videos shall be designated by the Contractor in the Photography Plan and approved by the RE.