Atch_1_Statement_of_Work.pdf

FA3016-17-R-0025, Attachment 1 14 Jun 2017

AIR EDUCATION & TRAINING COMMAND (AETC)

JOINT BASE SAN ANTONIO (JBSA)

SCOPE OF WORK

Revised 14 Jun 2017

PROJECT TITLE: RPR-Replace CASS Stations, T-38 Flightline, Rows 2-7

PROJECT NUMBER: TYMX150072

WORK ORDER NUMBER: 11544

LOCATION: JBSA-Randolph, East Airfield

1.0 GENERAL

1.1 Project Objective:

1.1.1 The objective of this project is to design and construct a new above ground Centralized

Aircraft Support System (CASS) for T-38C Aircraft. The above ground CASS System shall upgrade the existing in ground modules and system software. The new CASS System shall be installed in T-38 shelter rows 2-7 (Total of 6 Rows), and operate with existing control panel at JBSA-Randolph-Hangar 5. The new CASS System shall meet all environmental, safety, depot, fuels, maintenance, electrical and airfield requirements/specifications. CASS System shall be designed to function as the primary J85 engine start for T-38C aircraft.

1.2 General Requirements:

1.2.1 The airfield will remain operational during the life of the contract. All construction phasing will be coordinated with the Contracting Officer, the 502 CES Project Manager, the Airfield Manager, and 12th FTW/MX.

1.2.2 The Contractor must maintain the airfield construction area and all airfield areas impacted or travelled by the Contractor free of foreign object damage (FOD), by sweeping, vacuuming, and/or other approved methods/means.

1.2.3 Contractor’s access to the airfield shall be restricted to those areas where work is on-going.

1.2.4 The Contractor shall take adequate protective measures to ensure that existing pavement, facilities, and resources are not damaged in the construction efforts.

1.2.5 The Contractor shall complete all AF Form 103 BCE Work Clearance (“digging permit”) at least fifteen (15) days prior to the need date. Contractor shall schedule AF Form 103 BCE Work Clearance as need as construction progresses. Contractor shall be responsible for maintaining all utility marking once Government approves AF Form 103 BCE Work Clearance (“digging permits”). The Contractor shall submit daily Quality Control Management reports (Example Form: AF IMT 1477) to include, but not limited to: major tasks performed; personnel on-site (by sub-Contractor); weather conditions; and construction issues.

1.2.6 Three weeks prior to the start of work the Contractor shall submit the names, dates of birth, and driver’s license numbers/states of issue for each person working on this project. These names will be submitted to security for a background check and once they are approved they will be put onto an Entry Authorization List (EAL). This is separate from the base pass.

1.2.7 Contractor shall coordinate a traffic control plan for each phase with approval from 502

CES/CENMP and the Airfield Manager (12 OSS/OSAA).

1.2.8 Contractor shall maintain traffic and personnel control during construction and utilize low profile airfield barricades spaced no more than 25’ apart centerline to centerline. Crossing aircraft and airfield vehicle traffic shall be given priority over CASS Construction traffic.

1.2.9 Three weeks prior to the start of work the Contractor shall request an Airfield Drivers Class.

Class size is limited to 4 to 6 people. An airfield driver’s license is required for all personnel who will be driving on the airfield. Contractor shall bring a Contractor owned vehicle to the class for the driving test. Contractor shall provide names, dates of birth, driver’s license numbers/states of issue, and driver’s license restrictions of each person taking the class.

Drivers with color blindness will not be permitted to drive on the airfield. Color vision proof shall be provided in written form, and signed by a Doctor. FAA regulations require the control tower to speak English. The driver shall understand and speak English well enough to communicate to the control tower and take a written test. The driver shall have a current driver’s license.

1.2.10 A minimum of two Contractor personnel shall have an airfield driver license and a current

AF Form 483, and at least one of them shall remain on site at all times during contractor’s operation.

1.2.11 The Contractor shall notify 502d Civil Engineering Project Management and Airfield

Management a minimum of twenty (20) days in advance of crane or overhead type equipment to be used during construction activities and secure a crane permit prior to the use of the crane.

1.2.12 Radio communication with the base operations/tower operations must be maintained at all times when a Contractor is using crane type equipment on the airfield. A crane permit must be approved on site of the construction. The airfield shall remain operational during the life of this contract. When the Airfield is operational the clear zones and imaginary are not to be obstructed with cranes or construction without approved permits.

1.2.13 All work shall follow standards defined by the references provided in section 1.1.24, as well as Joint Base San Antonio (JBSA) regulations, local, state, and federal codes, regulations, requirements, and SOW.

1.2.14 All work shall be performed in strict accordance with the provided contract specifications, drawings, JBSA regulations, local, State, Federal codes, regulations, and contract requirements as applicable. It is the Contractor’s responsibility to secure access to specific governing criteria as required. The Contractor shall field verify all utilities including water, sewer, electrical, and communications. The Government relies on the Contractor to follow and implement the necessary codes as the expert General Contractor (GC). Contractor shall perform construction in accordance with the specifications (UFGS) within this solicitation and shall add additional Unified Facilities Guide Specifications as required. The Contractor shall follow and abide by the UFC and referenced industry code within the Unified Facilities Criteria (UFC). The Contractor shall abide by Technical Manual Engine Test Stand, Noise Suppressor System Model A/F32T-4, and all technical manual (Model A/F32T-4) references for engine test stands. It is the Contractor’s responsibility to secure access to specific codes/design elements as required.

1.2.15 FAA Form 7460-1, NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION

(http://www.faa.gov/arp/ace/faaforms.htm) must be submitted to FAA at least 30 days prior to the start of construction. Form 7460-1 will be submitted by the Airfield Manager, but the Contractor must provide all information and prepare the form for submission.

1.2.16 Only Airfield Management can close, open, or restrict the use of any part of an airfield facility. Any conditions that would prevent restrict, or present a hazard to arriving or departing aircraft requires public notification. Public notification is accomplished by the Notice to Airmen (NOTAM) system. NOTAMS are submitted to the FAA by the Airfield Management. It is the responsibility of the Contractor to coordinate with the Contracting Officer and Airfield Manager for the issuance of NOTAMS during construction. The Contractor shall provide the necessary information at least 10 days before occurrence of the event that requires the NOTAM.

1.2.17 All work on the JBSA-Randolph runways and associated taxiways from the hold line or adjacent pavements shall be accomplished while the airfield is closed (1900-0600 hours) and shall be returned to flying condition including FOD sweep before the airfield reopens.

1.2.18 Normal duty hours are Monday through Friday from 0730 hours to 0415 hours. Special permission may be obtained to work other than normal duty hours, provided it is at no additional cost to the Government. Requests to work other than normal duty hours must be submitted to the Contracting Officer a minimum of three days prior to the requested day.

Only the Contracting Officer may approve work during other than normal duty hours.

1.2.19 Contractor shall re-stripe areas of paint that were removed during construction of the CASS and utility installation. Striping shall be in accordance with the contract specifications and applicable documents referenced in this SOW.

1.2.20 The Contractor shall provide copies of all material delivery tickets. All demolished materials shall be recycled to the greatest extent possible and the recycle and dumpster haul offs shall be provided to the Government in a monthly summary spreadsheet. All quality control testing for construction materials shall be provided to the Government within 48 hours of the testing. The Contracting Officer Representative (COR) shall witness all material sampling. The Contracting Office shall be notified at least 48 hours prior to any material sampling activity.

1.2.21 The Contractor shall take the necessary actions to prevent utility breaks or other facility damages in addition to the work clearance permit AF Form 103. Examples include but are not limited to metal detection, reviewing of as-built drawings, etc.

1.2.22 The Contractor shall provide all personnel, equipment, tools, material, and supervision for the construction of the CASS System.

1.2.23 The Contractor shall backfill with proper fill material to make a flush or tapered surface as appropriate during construction and after construction.

1.2.24 References: Applicable UFC and US Air Force Engineering Technical Letters include but are not limited to the following:

1.2.24.1 UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard, with Changes 1-4

1.2.24.2 UFC 3-250-03 Standard Practice Manual for Flexible Pavements

1.2.24.3 UFC 3-250-04FA Standard Practice for Concrete Pavements

1.2.24.4 UFC 3-250-06 Repair of Rigid Pavements Using Epoxy Resin Grouts, Mortars and

Concrete

1.2.24.5 UFC 3-535-01 Visual Air Navigation Facilities

1.2.24.6 UFC 3-260-01 Airfield and Heliport Planning and Design

1.2.24.7 UFC 3-260-02 Pavement Design for Airfields

1.2.24.8 Air Force ETL 04-2 Standard Airfield Pavement Marking Schemes

1.2.24.9 Air Force ETL 07-3 Jet Engine Thrust Standoff Requirements for Airfield Asphalt

Edge Pavements

1.2.24.10 Air Force ETL 04-2 Standard Airfield Pavement Marking Schemes

1.2.24.11 Air Force ETL 97-18 Guide Specification for Airfield and Roadway Marking

1.2.24.12 Air Force Instruction (AFI) 32-1042 Standards for Marking Airfields

1.2.24.13 FAA AC 150-5340-18

1.2.24.14 FAA AC 150-5345-44

2.0 DESCRIPTION OF WORK: Above ground CASS Upgrade, Rows 2-7 Location, CASS located at

Hangar 5, 5th Street East, JBSA-Randolph, TX.

2.1 Scope: The Contractor shall provide all personnel equipment, tools, materials, transportation, and supervision required to remove the 24 Original CASS service stations. Install 24 Digitally Controlled Service Station Modules capable of Starting 2 Aircraft, but can only start one at a time.

2.2 Aircraft Engine Starting Air pressure must be regulated from 125 PSI to 45 PSI capable of Delivering Low Pressure High Volume Air under load conditions through a Swivel Aircraft Start Hose Duct Assembly to include Load Point Control Units (LPCU), 120/208 V, 3 Phase, 400 Hz

Electrical Cable Assembly for Aircraft Power to connect the CASS system to the T-38 aircraft , The service station modules should interact with the Computerized Master Control and Generators for Automatic Operation and to deliver safe and timely Service for starting Aircraft and Performing Maintenance. Each Digitally Controlled Module (DCM) should include, Air Available, Air Not Available, 400 Hz/Power Available, 400 Hz/Power Not Available, Starting Air pressure Amount status indicators. The modules should be capable of Touch Screen controls for Aircraft Starting Air, (On/Off), 400 Hz/Power, (On/Off), 60 Hz Convenience power Receptacles, (On/Off), and 400 Hz Single Phase Power Receptacles (On/Off). System should also be equipped with an automatic air lock-out device. This needs to be a computerized program that will prevent the loss of system pressure. Program must have the capability to adjust the amount of aircraft that can be started simultaneously; system must allow the starting of one to ten aircraft. All Service Station Modules should include an Emergency Mushroom Stop/Air Switch for Fail Safe Operation (EPO).

Contractor shall Provide Repair, Troubleshooting/wiring Diagrams and operational Manuals for support of the Service station Modules. Contractor shall provide construction documents including test/commissioning of CASS system for each row. Location of CASS upgrade - , CASS located at Hangar 5, 5th Street East, JBSA-Randolph, TX. T-38 parking row 7 is directly east of hangar

5. Parking rows 6 through 2 are north of parking row 7. The stub-up conduits for the 400 Hz power and fiber optic cables shall be in a Classified Area and require Seal Off’s.

2.3 Contractor shall provide a convenience pneumatic outlet at each CASS service station.

2.4 The existing Computerized Master Control of the CASS System’s software and hardware is located in Hangar 5. However, the Government does not have the design record of the existing hardware/software of the existing Computerized Master Control. The Contractor shall replace the Computerized Master Control software and hardware to accommodate the new CASS module installations. All CASS infrastructure including the T-38 Shelter Rows 1, 8-11, Hush House, Sound Suppressors, etc. shall communicate as one Computerized System. The existing communication infrastructure for T-38 Shelter Rows 1, 8-11, Hush House, Sound Suppressors, etc. shall be incorporated into the new computerized system as they are already existing in service.

Contractor shall verify all CASS system infrastructure that is currently communicating to the existing computerized system and incorporate existing CASS communications into the replaced Computerized Master Control at Hangar 5. All Software codes, specifications, manuals programing devices shall be submitted to the Government as hardware, hard copy documents and editable versions.

2.5 The new CASS module installations shall communicate with the Computerized Master Control via fiber optic cables to match the existing CASS modules. All replaced software and hardware to new station shall accurately reflect CASS station layout and control methodology. Four Pair (Six Strand) is normal industry standard to enable use of other fiber optic pairs in the advent of damage strands to prevent having to re-run a new fiber optic cable. Existing Fiber Optic for Rows 1; 8-11 and Trim Pads cables all have six stranded fiber optic cable as well as the hybrid CASS Shelter Row 7. Additionally, the fiber optic cable is of indoor/outdoor riser type OFNR(UL). New fiber optic cables shall be in PVC conduits.

2.6 The CASS System upgrade shall be equal or better than the existing overhead system in T-38 Shelter Row 1. CASS System shall function in the same manner as in the T-38 East Apron shelter with the existing overhead CASS System. Contractor shall provide training to all maintenance personnel for the newly installed/upgraded CASS System.

3.0 GENERAL TASK:

3.1 The Contractor shall visit the project site to verify the construction site location, conditions, quantities and dimensions prior to starting work. The Contractor shall coordinate with the Contracting Officer and 502d Civil Engineering Project Management to schedule site visits.

3.2 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits, and the contract documents and shall not encumber the site with any materials or equipment without previous coordination and approval from the 502d Civil Engineering Project Management and Airfield Management.

3.3 The Contractor shall plan his operations so as to keep temporary work from blocking access to completed work. If, however, conflict with normal traffic access occurs, the contractor shall provide temporary bypass routing until such temporary work is completed. The Contractor shall remove all temporary work from JBSA-Randolph after it is no longer needed and before contract completion.

3.4 The Contractor shall coordinate all of his operations with, and secure written approval from the Contracting Officer or his/her authorized representative before using any portion of the site.

3.5 The Contractor shall take positive actions to prevent work-generated refuse from the entering the base sewage or storm drainage systems. Actions may include installation of temporary plugs, dikes, screens, strainers, or similar measures to prevent entry into the systems or other actions as required.

3.6 If the Contractor fails to clean up at the completion of work, the Government may do so as required, and cost thereof shall be charged to the Contractor.

3.7 All Contractor-generated refuse and waste shall be hauled from the construction site daily to a disposal area to be selected by the Contractor and shall be located outside the physical boundaries of the installation. The refuse and waste material be hauled in trucks with tight-fitting beds to prevent spillage on roadways. The construction site shall be kept neat, orderly, and safe for workmen at all times.

3.8 During the performance of the work within the requirements of this contract, and final completion and acceptance thereof, the Contractor shall exercise the utmost care to avoid accident or injury to persons or property. The contractor shall place and maintain all necessary barriers ad safeguards, including watchmen, if necessary, about the work site for the prevention of accidents and shall take all precautions to protect personnel and property to include the general public and properties adjacent to the work site. Damage to any property resulting from work in this contract shall be repaired by the Contractor at NO additional cost to the Government.

3.9 Adequate barricades, and warning signs, shall be furnished, installed and maintained by the Contractor. Barricades shall be Standard Type I, Standard Type II, Alternate Type 1, or Alternate Type H as covered in part V, sections C and 0, of the Texas Manual on Uniform Traffic Control Devices, Volume 1, Signs and Barricades, 1973, at the option of the Contractor, unless otherwise specified. Barricades shall have warning lights, Low-intensity Electric Flashers, Type A, for night application. Barricades shall be placed on all uncovered excavated areas when the Contractor is not at the site. Do not use Orange fencing.

3.10 All grass areas disturbed by the Contractor's operations shall be sodded. Contractor shall repair and/or clean any tire marks or damages caused by his equipment on curbs or sidewalks.

3.11 Only one parking row will be worked on at a time. Upon Completion of each parking row, the contactor shall request a final inspection. All work shall be inspected by the Government before work is accepted by the Government. All work identified during the final inspection not meeting the criteria specified by this Statement of Work shall be repaired or re-accomplished by the Contractor at no additional cost to the Government. Work on the next parking row will not commence until beneficial occupancy has been taken of the previous parking row.

4.0 Demolition

4.1 Contractor shall remove existing concrete slabs where necessary in order to remove existing air pipe from the main air pipe into each shelter. Contractor may need to brace the shelter footing to maintain the structure stability if required. For Rows 2-7, a concrete slab shall be removed gain access to the CASS System infrastructure.

4.2 Contractor shall remove 24 original in ground CASS Service Stations existing in T-38 shelter rows 2-7. Airfield pavement shall be removed and replace at the end of each row to install new conduits, and air piping.

4.3 All airfield pavement shall be protected from damage during demolition of the existing CASS.

Contractor shall repair pavement areas where CASS station was removed. Any pavement damaged shall be repaired by full depth replacement. Any slab damaged greater than 1/3 of it width shall be a full slab replacement.

4.4 Contractor shall be confined to demolition and construction of one T-38 shelter row at a time.

All other T-38 shelters shall be isolated from construction activities and normal Airfield operations and mission shall continue without outages.

4.5 Contractor shall hand over the CASS controllers in Row 7 to the 12th FTW and discard everything else.

5.0 Construction

PRODUCT COMPANY INFO. PART

NUMBER

NSN QUANTITY

AC (400Hz) Cable

J&B Aviation Services 11001 US Highway 41 N Palmetto, FL 34221-7700 Phone (941)721-1126

JB8804-40SG GPC Purchase via JB Aviation

30’ Bleed Air Hose

HBD INDUSTRIES, INC

DBA CHANUTE OPERATIONS

201 N ALLEN AVE

CHANUTE, KS 66720-1428

Phone (620) 431-9100

4720-01-435-

0282SX

30’ Scuff Cover HBD INDUSTRIES, INC

DBA CHANUTE OPERATIONS

201 N ALLEN AVE

CHANUTE, KS 66720-1428

Phone (620) 431-9100

4720-00-106-

7360SX

PTI QD

Coupling Assembly

PTI TECHNOLOGIES INC

501 DEL NORTE BLVD

OXNARD, CA 93030-7983

7530063 4730-00-812-

Adapter, straight, flange to hose

MCDERMOTT INC

BABCOCK AND WILCOX/ERI

OPNS

10930 E 59TH ST

P.O. BOX 36165

INDIANAPOLIS, IN 46236

Phone (317) 826-2936

4730-00-960-

Clamp, Hose EATON-AEROQUIP LLC

DBA AEROSPACE GROUP

300 S EAST AVE

JACKSON, MI 49203-1973

Phone (517) 789-2836

4730-00-032-

2170SX

Clamp, Hose BREEZE-EASTERN LLC

35 MELANIE LN

WHIPPANY, NJ 07981-1638

Phone (9730 602-1158

5342-00-911-

1018ID

Coupling, Clamp V-Band

EATON-AEROQUIP LLC

DBA AEROSPACE GROUP

300 S EAST AVE

JACKSON, MI 49203-1973

Phone (517) 789-2769

5342-00-911-

1018ID

5.1 Contractor shall re-establish the pavement joints to include dowel bars, backer rod, and silicone joint material. Contractor shall re-compact base material to 95% proctored density before placing pavement.

5.2 Each T-38 shelter row shall be commissioned as it is completed, and the Government shall take beneficial occupancy of the shelter row with airfield operations and mission.

5.3 All underground CASS System connections shall be inspected/witness by 502d CES Project

Management and Contracting Officer. Contractor shall notify the Contracting Officer and 502d CES Project Management 48 hours in advance for a requested inspection/witness.

5.4 Contractor shall submit all communications testing for fiber optic and network cabling. The

Government Representative shall witness all testing. All CASS Service System station modules shall interact with the Computerized Master Control and Generators for Automatic Operation (at Hangar 5), and to deliver safe and timely service for starting Aircraft and Performing Maintenance. Fiber optic cable to shelter rows 2-7 shall be installed in existing duct banks to the first CASS Station of each row, and then routed overhead to the other upgraded stations.

5.5 400 Hz circuits originate in each electrical vault on the flight line road side of each T-38 shelter row. All 400 Hz electrical cables run above ground shall be in aluminum/fiberglass conduits.

Contractor shall specify the wire size and circuit breakers to comply with NEC and UFC.

Voltage drop shall be consider into the calculation. New fiber optic cables from the Computerized Master Control to the 1st CASS station of the shelter shall be ran in existing electrical duct bank. The duct bank and the fiber optic cables from the 1st CASS station to the rest of the CASS stations in the same shelter shall stub-up and run along the roof structure in PVC conduits to each CASS station.

5.6 Installation of new 60 Hz power through each shelter row trusses shall provide power to new control system for each CASS station. Contractor shall integrate new control system stations with existing air valves (Valves shall still operate manually), air lockout pins (new control system will lock/unlock existing plungers), and 400 Hz contactors (new control system shall require 400 Hz and open/close existing contactors).

5.7 Contractor shall provide T-38 Aircraft Power 40’ long heavy-duty cable for each CASS station for Rows 2-7

5.8 Contracor shall provide a means of disconnect at each LPCU Location.

5.9 The new Air System shall consist of overhead air piping with T’s. Pipe flanges shall be installed at the base near the airfield pavement. Contractor shall provide new valve spool assemblies that are capable of manual shutoff, electrically operated valves, pressure reducing valves, and swivel assemblies. Contractor shall provide flexible hose with butter fly coupling equal to what is existing for connection to T-38.

5.10 The contractor shall provide new concrete slabs (where removed) with a flexible Stress of 650 psi and not more that of 800 psi at 28 day strength. The contractor shall insure that the pavement is ductile and all joint material is matching to the existing joint material underneath the shelters.

The base material shall be compacted to a relative density of 95% to ensure strength and aggregate interlock. Contractor shall install dowels 12 inches on center. 16 inches long. Dowel bars shall have an offset of 20 inches from the joint. Contractor shall provide means of concrte wash out and cleaning of concrete trucks. The Contractor must keep all areas of work during contruction and deomolition clean of Forign Object Damage (FOD). Cleaning maybe need at any point of time during construction to insure a clean airfield. All cleaning may need to be conduted in a timly manner to keep the airfield operational.

5.11 PERSONNEL: Contractor shall present a neat appearance and be easily recognized. This may be accomplished by wearing distinctive clothing bearing the name of the company or by wearing appropriate badges, which contain the company and employee's name.

5.12 QUALITY CONTROL: The Contractor shall insure that all work performance under this statement of Work (SOW) meets the quality established in the quality control plan. The Contractor’s Site Superintendent may provide quality control duties. All testing and installed items shall be under supervision to insure quality control. The contractor shall always use their Designer of Record (DOR) for recommendations regarding technical issues in the field and design documents before consulting with CES Project Managers. The DOR does not have to be physically present at the construction site at all times, but must be available when necessary to insure the success of this project. All correspondence needs to be delivered through 502d Contracting.

5.13 The Contractor shall be responsible for safeguarding all Government property provided. At the close of each work period, Facilities, equipment and materials shall be secured.

5.14 The contactor shall prohibit the use of any Government issued keys by any persons other than the Contractor's employees. The Contractor shall prohibit the opening of locked areas by his employees to permit entrance of persons other than the Contractor's employees engaged in the performance of assigned work in those areas.

5.15 CONSERVATION OF UTILITIES: The Contractor shall instruct his employees in utility conservation practices and shall be responsible for operating under these conditions, which preclude the waste of Government utilities.

5.16 GOVERNMENT FURNISHED UTILITIES and SERVICES: The Government shall provide without cost to the Contractor, the utilities necessary to accomplish the tasks specified in this Statement of Work. In case of Emergency contact them by phoning 911 and identifying the call to be from JBSA Randolph, if made on a cellular phone.

5.17 CONTRACTOR FURNISHED EQUIPMENT, PARTS, MATERIALS, and SERVICES:

Except for the utilities and services specifically stated to be Government finished, the Contractor shall provide all personnel; equipment, tools, transportation, and supervision required to complete the CASS system upgrade.

6.0 SPECIFIC TASK:

6.1 Remove 24 original underground CASS Service stations modules.

6.2 Install 24 New above ground Service Station Modules as described in the SOW.

6.3 Develop Computerized System to control all CASS infrastructure on JBSA-Randolph.

6.4 Complete System Check/Computer Instruments Calibration at Hangar 5 upon Completion of

Work.

6.5 Provide Training for all Maintenance Personnel.

6.6 Provide Complete Listing of Warranty, Parts, and Repair for Maintaining of Service Modules.

7.0 POCs: The Government shall be represented by the following individuals:

Project Manager/COR: Zachary S. Dean, EIT 502 CES/CENMP (210) 652-1810 Contracting Officer: Jon Sanders 502 CONS/JBKAA (210) 652-9103 Airfield Manager: Geren Fawver 12 OSS/OSAA (210) 652-8160 Aircraft Maintenance: Lincoln Sundman 12 FTW/MXI (210) 652-6634

8.0 APPLICABLE DOCUMENTS

The Contractor shall identify and comply with all applicable federal, state, and local statutes; DoD/Air Force instructions, manuals, handbooks, regulations, guidance, and policy letters including but not limited to the most recent version of; International Building Code (IBC); Unified Facility Criteria (UFC);

Uniform Plumbing Code (UPC); Uniform Mechanical Code (UMC) National Fire Protection Association (NFPA); National Electrical Code (NEC); American Concrete Institute building code (ACI 318); AISC Steel Construction Manual; Adoption of Architectural Barriers Act (ABA) Guidelines for Accessibility;

Specifications included with this solicitation; Randolph AFB compatibility guide; and including all changes and amendments in effect on the date of issuance of this DO. It is the Contractor’s responsibility to identify and comply with all applicable requirements.

Appendix A – Specifications Appendix B – CASS Technical Order Appendix C – Computerized Master Control CASS System Appendix D – Underground CASS Drawing: 2001

8.1 In addition, the Contractor shall abide by the following regulations:

8.1.1 AEC CAD Standard ERDC ITL TR 09-2

8.1.2 US Army Corps of Engineers Safety and Health Requirements Manual

8.1.3 Manual on Uniform Traffic Control Devices 2009 Edition

8.1.4 TT-B-1325 C Beads (Glass Spheres) Retro-Reflective

8.1.5 TT-P-1952E Paint, Traffic and Airfield Markings, Waterborne

8.1.6 UFC 3-250-03 Standard Practice Manual for Flexible Pavement

8.1.7 UFC 3-250-04 Standard Practice for Concrete Pavements, with Change 2

8.1.8 UFC 3-250-06 Repair of Rigid Pavements Using Epoxy Resin Grouts, Mortars and

Concretes

8.1.9 UFC 3-260-02 Pavement Design for Airfields

8.1.10 UFC 3-260-01 – Airfield and Heliport Planning and Design

8.1.11 AFI 32-1042 – Standards for Marking Airfields

8.1.12 12 FTWI 13-213 – Airfield Driving

8.2 The Technical Specifications for this project are numbered and organized by the Construction

Specification Institutes (CSI) Master Format. Standard Specifications shall be used in conjunction with work authorization description and any drawings that may be provided by the Government. Contractor shall use the most recent CSI format as adopted by the federal government. The specifications are provided with the solicitation/contract.

8.3 The project specifications are broad in scope, nature and contain a variety of items. It is not possible to create a comprehensive specification capable of addressing every condition to be encountered. Consequently, the contract specifications are intended to indicate the quality of materials and workmanship to be provided to the Government. In the event that a specific line item description conflicts with the provisions of the specifications provided, the selection of or approval for use of that line item for use in this project does not constitutes a waiver of the specific provision of the specifications with which the description conflicts.

9.0 GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, MATERIAL, AND

PROPERTY (GFI, GFE, GFM, GFP)

The Government will provide information in the form of available plans, reports, maps, drawings, and as-build’s as necessary to facilitate accomplishment of the work required in the contract Statement of Work.

However, these GFIs are not warranted to show conditions as they actually exist. The designer shall field verify information shown on the as-built drawings for accuracy to ensure technical adequacy of design.

10.0 MANAGEMENT, PLANNING, AND REPORTING REQUIREMENTS

The Contractor shall implement a full range of construction and engineering activities in accordance with all applicable compliance documents. The Contractor shall supply all labor, equipment, supervision and materials necessary to accomplish the work assigned unless otherwise specified. The Contractor shall perform management and planning functions, including performance measurement and funds status reporting, through the course of the effort.

10.1 Work Breakdown Structure (WBS):

The Contractor shall prepare and submit, for Government approval, a WBS in a logical sequence in which the Contractor proposes to perform the work and the dates on which the Contractor contemplates starting and completing all schedule activities. The WBS shall be reflective of the entire project schedule, to include design and construction activities. The WBS shall be consistent with the Construction Specifications Institute (CSI) Master 2004 format for construction activities.

The WBS shall be used to report the cost and schedule status for this project. All tasks required under this SOW shall be included in the WBS and be identified by unique Construction.

10.2 Integrated Master Schedule (IMS)

The initial IMS and progress schedule shall be submitted for approval within 10 business days after contract award for government review, evaluation, and approval on a Material Approval Submittal, AF Form 3000. The Government requires the Contractor to prepare the IMS to clearly demonstrate the duration of each phase of the project. The IMS shall include an appropriate level of detail and include all necessary activities, tasks, and subtasks to reflect the actual progress of scope and shall include all major cost/schedule drivers such as design plans, major material submittals and/or long lead-time items, work plans, major construction tasks, critical path, and project close-out. The schedule must provide 10 business days for review and approval of all design and construction material submittals. The schedule from the contractor’s accepted proposal shall become the baseline schedule upon contract award until a revised IMS is approved. During subsequent revisions to the IMS, the Government shall use the current baseline schedule to determine acceptability to include the initial schedule from the contractor’s accepted proposal.

The Government shall use the IMS to measure the progress of the work and aid in evaluating all progress payments. The project schedule shall be price loaded with relationships to CSI divisions.

The contractor shall submit progress updates monthly. At a minimum, the progress schedule (RFP Attachment 9) shall be derived from the IMS and be structured by major CSI divisions and assigned appropriate value in relationship to overall work and contract value. The contractor shall submit a progress report every month which is derived from the progress updated IMS and commensurate with work performed.

Upon substantial design completion, a re-baselined IMS containing a fully detailed construction phase shall be provided by the Contractor and approved by the Government before a full NTP will be issued by the Contracting Officer. The approved IMS shall not be re-baselined by the contractor without approval by the Government.

The Contractor shall provide for weather delays that prohibit productive construction in their construction schedule.

10.3 Project Schedule

The project schedule shall define the time line of all major activities required to implement the contractor’s action for the project. Phasing of the contractor’s action shall be based upon the coordination and approval of the government. The project schedule shall define all equipment shutdown and re-activation dates. Also, the Contractor shall define the use of any temporary equipment necessary to perform equipment shutdowns. The project schedule shall be presented utilizing a Gantt chart, which shall depict cost loading, start & finish dates, float, critical path, and percent complete for each task. The project schedule shall be reported using the approved WBS.

At any point in the duration of this contract the Contracting Officer shall request an updated schedule of the design or construction actives.

10.4 Meeting and Conference Requirements

The Contractor shall attend meetings necessary to support design coordination, design review, construction activities, etc. The Contractor also shall attend and support weekly meetings and/or teleconferences. The Contractor shall prepare and maintain the weekly meeting report which shall include the record of new and old discussion of technical issues, weekly earned value progress showing percent complete actual versus plan, tabular report of late tasks derived from the progress updated IMS, a two week look ahead, and tabular report for RFIs and submittals (open and upcoming). The Contractor shall prepare, and submit for review, presentation materials for meetings and an agenda. The Contractor shall support “Red Zone Meetings” as part of the closeout of the project. The “Red Zone” shall commence at 80-percent of construction completion. At this meeting, the Contractor and the project stakeholders shall discuss, define, and achieve consensus on actions necessary to complete construction, support user occupancy, perform financial closeout, and document the fiscal closeout of the project in the Real Property Records.

10.5 Contractor Documentation

The Contractor shall maintain a Master Document List (MDL), that includes all documents, whether the documents are a deliverable or not, which are prepared during the course of the contract. The MDL and its documents shall be maintained in libraries readily available for submittal to the Government. The Government requires 10 business days for review and approval of submittals. All Material Submittals shall be accomplished in accordance with the instructions pertaining to AF Form 3000, Material Approval Submittal.

10.6 Notification Requirements

The Contractor is required to notify the Contracting Officer (CO) and the Project Manager (PM) of critical issues that may affect the contract performance and/or human health and the environment.

The types of issues that require notification include, but are not limited to, health risks, spills, changes in critical personnel, and finding unexploded ordnance (UXO). As an example, if UXO were discovered during field activities, the Contractor would be required to immediately stop work, report the discovery to the facility Point of Contact (POC), CO, and COR, and implement the appropriate safety precautions. Field activities could not continue until clearance was received from the CO. On critical issues, verbal notification should be made immediately, followed by written notification as soon as practical.

10.7 Permits

The Contractor shall develop, coordinate, and assist the installation in applying for and obtaining all applicable permits, access (including off-base easements and leases), agreements, licenses, and certificates. The Contractor shall maintain a library of these documents at the Contractor’s site office as well as the corporate facility. The Contractor shall comply with all applicable permit conditions. The Contractor shall include permit activities on the schedule and report status of permit with each design submission.

10.8 Worksite Activities and Coordination

The Contractor shall be responsible for protecting the lives and health of employees and other persons on the work site; preventing damage to property, materials, supplies, and equipment, avoiding work interruptions and complying with Occupational Safety and Health Administration (OSHA) safety and local safety office requirements. The Contractor shall perform all operations in a prudent, conscientious, safe and professional manner and conform to the safety requirements contained in the contract for all activities related to the accomplishment of the work. The Contractor shall maintain documentation supporting training records on site and have written Health and Safety Plans on site and available for workers and/or regulatory review. The Contractor shall provide the CO copies of any OSHA report(s), regarding a project site, submitted during the duration of the contract. For areas not covered by OSHA, the Contractor shall comply with regulations regarding safety and health and the current edition of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1. Document can be found at http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx?udt_43544 _param_page=2.

The Contractor shall record and report promptly (within 1 hour) by telephone, facsimile or other direct means to the CO, Base Project Manager, and to the military installation’s Safety Office, all available facts relating to each instance of damage to Government property or injury to either contractor or Government personnel. In the event of an accident/mishap, take reasonable and prudent action to establish control of the accident/mishap scene, prevent further damage to persons or property, preserve evidence until released by the accident/mishap investigative authority through the CO, and immediately report the incident to the Base Fire Department at 911. If the Government elects to conduct an investigation of the accident/mishap, the Contractor shall cooperate fully and assist Government personnel in conducting of the investigation until it is completed.

The Contractor agrees that his personnel and equipment are subject to safety inspections by Government personnel while on federal property.

11.0 PLANS, REPORTS, AND DELIVERABLES

11.1 Health and Safety Plan

The contractor shall provide a Health and Safety Plan in accordance with EM 385-1-1.

11.2 Quality Assurance Plan (QAP)

The Contractor shall prepare, for Government review and acceptance, a site-specific QAP that consists of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. The QAP shall cover all definable features of work (design and construction operations, both onsite and offsite) and be keyed to the design and construction sequence. The Quality Assurance Plan must indicate the designer’s integral role throughout design and construction. The project superintendent must maintain a physical presence at the site at all http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx?udt_43544%20_param_page=2 http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx?udt_43544%20_param_page=2 times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

The QAP shall provide procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation. The Contractor shall address procedures for tracking design and construction deficiencies from identification through acceptable corrective action and establish verification procedures that identified deficiencies have been corrected.

Acceptance of the Contractor's plan is required prior to the start of design and construction.

Acceptance is conditional and will be predicated on satisfactory performance during the design and construction. The Government reserves the right to necessitate the Contractor make changes in the Contractor’s Quality Assurance Plan and operations to obtain the quality specified to meet acceptance by Federal, State, and local regulators or code inspectors.

11.3 Work Plan (Design)

The Contractor shall prepare a design that will adequately meet the requirements stated within this statement of work. Each design submittal package shall include at a minimum the following sections.

11.4 Cover Sheet

The cover sheet shall display as a minimum, the following information: Date, Title, Contractor’s Name, Contract Number, Project Number, and Installation or site location. In addition, the cover sheet shall include the Contractor’s mailing address and a minimum of two (primary and alternate) points of contact (POC) for the project. The information of each POC shall include as a minimum:

title, telephone number, fax number, and e-mail address.

11.5 Executive Summary

The executive summary shall include, but not be limited to: Project location, a brief description, background, and other information that may contribute to general cognizance of the project.

11.6 Work Plan Description

The description shall include detailed discussions of the work to be performed including descriptions of the work items to be removed and/or installed, all assumptions, a list of specific codes and standards to which the work will adhere, and all conclusions and recommendations, a list of major equipment, and a description of the major systems.

11.7 Method of Work

The work plan shall include a schedule of how the work is to be accomplished; in-house, subcontractor, or factory installed. Each Contractor or factory representative to be used to perform the work defined in the contract shall be listed and described. The list shall also include a brief narrative of the responsibilities and duties of each Contractor and/or factory representative. Provide rationale for why the work is to be performed by the entity proposed (i.e., cost effective, quality, schedule).

11.8 Submittal Register

The Submittal Register shall list all drawings, manufacturer’s data, operation and maintenance manuals, etc. as required by the Statement of Work, or Specifications, which will be submitted subsequent to the Work Plan. Each submittal listed shall indicate by section and paragraph, the mode of requirement, (i.e. Statement of Work section and paragraph, Specification section and paragraph, etc.) Each submittal listed shall have all information filled out in its entirety, for each of the data columns on the Submittal Register Form.

11.9 Manufacturer’s Data

Manufacturer’s catalog cuts and specifications shall be submitted as required to document the equipment and materials to be supplied. All catalog cut sheets shall clearly indicate the equipment selection by circling, or marking with an arrow. Also, manufacturer’s installation procedures or execution specifications shall be included as required to indicate the methods and means of installation of all material and equipment. The Contractor shall use the manufacturer’s data to tie together the shop drawings, catalog cuts, and installation requirements into a comprehensive package that defines the contractor’s action.

11.10 Construction Material Integrity

It is the Contractor’s responsibility to ensure that all construction materials meet required engineering strength. Contractor shall submit to the Government all material testing results, and documentation that the same material tested was installed during the construction. At any point in the duration of this contract the Contracting Officer shall request from the Contractor prove of material strength.

12.0 SITE WORK

12.1 Conservation

Activities shall be planned and implemented in a manner that protects existing site utilities, structures, surface features, service operations, monitoring and other types of wells, and the general site environment. This includes the protection of trees, shrubs, and other vegetation not in the affected zone from dust damage, soil compaction, and physical contact with machines and equipment. If appropriate, the Contractor shall conserve uncontaminated topsoil by removal, storage, or redistribution. All reasonable measures shall be taken to minimize and suppress fugitive emissions of dust, vapors, and other site materials during site work. All fill materials shall be uncontaminated. The Contractor shall conduct all operations and activities with the intent of reducing the amount of pollution generated. Specific areas to be focused on are generation of solid waste, use of hazardous materials, use of ozone-depleting chemicals, generation of hazardous waste, and use of energy and water. The Contractor shall plan, construct, operate, maintain, optimize, and decommission systems necessary to control storm water run-on and runoff; and transport surface water drainage to a treatment plant, discharge location, or any other destination.

12.2 Site Preparation

The Contractor shall perform site work as necessary to prepare sites for construction activities.

Security and access controls shall be implemented to prevent unauthorized entry to sites and to protect wildlife from site exposure. The Contractor shall survey existing conditions to determine adequacy to support site activities. The Contractor shall obtain appropriate approvals and shall construct connections or new systems for electrical power, water, sewer, gas distribution, telephone, and other utilities, as required, to accomplish the activities.

12.3 Demobilization

The Contractor shall demobilize facilities as necessary, and restore the site to its pre-existing condition. The Contractor shall remove any temporary facilities and implement erosion control measures such as seeding, mulching, sodding, and erosion control fabrics; restore roads, structures, and utilities; and plant trees, shrubbery, grasses, and other vegetation to existing conditions. The

Contractor shall document and report on activities and train Government personnel to perform required facility equipment operation and maintenance, as requested.

13.0 DESIGN-BUILD (D-B) REQUIREMENTS

The contractor shall manage and perform D-B construction work as defined in this SOW. The following are typical D-B construction SOW requirements: completion of working drawings, permitting, construction, construction management, scheduling, inspection and testing, maintaining construction facilities and temporary controls, environmental protection, quality control, construction quality control, and project closeout. All D-B document shall be signed and sealed by a Licensed Engineer in the State of Texas.

The Contractor shall be responsible for implementation, coordination, and execution of all regulatory reviews, ensure technical accuracy and adequacy of the project design at every…