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Statement of Work
Title: Z-261, Guy Wire Tension for Met Tower #21
Revision Number: 01
Date: August 19, 2019
Statement of Work for
Guy Wire Tension for Met Tower #21
August 19, 2019
Prepared by: Dharmendra Rana
* Approval for Technical Content
Reason for revision: Clarifying bullet number five (5) under Section 3.1, added two
more submittals under the Submittal Register (Sub #19 Guy Wire Tensioning Plan
& Sub #20 Twist & Out-Of-Plumb Testing Plan), and adjusted the values in Table 1
- Guywire Information under bullet number three (3) under Section 3.1.
APPROVALS PRINT NAME SIGNATURE
BTR* Mazin Kamil
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SUPPLEMENTAL TECHNICAL APPROVAL PAGE
FOR SOW TITLE: Guy Wire Tension for Met Tower #21
Sig
na
ture
Req
uir
ed
No
Sig
na
ture
Req
uir
ed
ORGANIZATION PRINT NAME SIGNATURE
X End-User / Requestor Adams, Lanette See attached email
X Environmental* Pennala, Eric
X Radiation Protection* Hartelius, Eric See attached email
X Occupational Safety and Health* Lindholm, Thomas Approved per Rev #0
X Fire Protection* Justice, Rick See attached email
X Chemical Management* Hokanson, Eric
X Quality Assurance Engineer* Sunday, Sean See attached email
X Traffic Engineer NA
X MSA Design Authority * Rana, Dharmendra See attached email
X Project Manager Kamil, Mazin
X Construction Manager Constantine, Donald
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TABLE OF CONTENTS
1.0 INTRODUCTION / BACKGROUND ............................................................................................ 5 2.0 DESCRIPTION OF WORK – GENERAL ...................................................................................... 5 3.0 DESCRIPTION OF WORK – SPECIFIC ....................................................................................... 5
3.1 Task(s) ................................................................................................................................ 5 3.2 Sequencing .......................................................................................................................... 6 3.3 Acceptance Criteria ............................................................................................................. 7 3.4 Special Requirements ......................................................................................................... 7 3.5 Organizational Interfaces .................................................................................................... 7 3.6 Site Conditions and Known Hazards (Facility Specific) .................................................... 7 3.7 Government Furnished Materials and Equipment .............................................................. 8 3.8 Site Coordination Requirements ......................................................................................... 8 3.9 Delivery, Storage, and Handling ......................................................................................... 9
4.0 TECHNICAL REQUIREMENTS ................................................................................................. 10 4.1 Codes and Standards ......................................................................................................... 10 4.2 Drawings, Specifications and DCNs ................................................................................. 10 4.3 Electrical Safety Requirements ......................................................................................... 11 4.4 Electrical Work Place Safety ............................................................................................ 12 4.5 Hoisting and Rigging Requirements ................................................................................. 12 4.6 Fire Protection Requirements ........................................................................................... 12 4.7 Work Control Requirements ............................................................................................. 12
5.0 PERSONNEL REQUIREMENTS ................................................................................................. 13 5.1 Training and Qualification ................................................................................................ 13 5.2 Security and Badging Requirements ................................................................................. 14 5.3 Site Access and Work Hours ............................................................................................ 14
6.0 ENVIRONMENTAL, SAFETY, HEALTH, AND QUALITY REQUIREMENTS ..................... 15 6.1 Integrated, Safety Management System (ISMS)............................................................... 15 6.2 Contracting Company Safety Professional ....................................................................... 15 6.3 Contracting Company Supervisor Requirements: ............................................................. 16 6.4 Safety Requirements ......................................................................................................... 17 6.5 Cyber Security Requirements ........................................................................................... 20 6.6 Quality Assurance and Control ......................................................................................... 21 6.7 Construction Inspection and Test Plan ............................................................................. 23 6.8 Environmental Requirements............................................................................................ 23 6.9 Radiological Requirements ............................................................................................... 25
7.0 MEETINGS AND SUBMITTALS ................................................................................................ 25 7.1 Meetings............................................................................................................................ 25 7.2 Submittals ......................................................................................................................... 26
8.0 DELIVERABLES, PROJECT CONTROLS, MILESTONES, AND PERFORMANCE
SCHEDULE REQUIREMENTS ................................................................................................... 26 8.1 Deliverables ...................................................................................................................... 26 8.2 Milestones ......................................................................................................................... 27 8.3 Performance Schedule ...................................................................................................... 27
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ATTACHMENTS
A SUBMITTAL REGISTER
B FACILTY SKETCH NO. SK-2-400366
C GUY WIRE - INITIAL TENSION RESULT DOCUMENTATION
D TWIST & OUT-OF-PLUMB RESULT DOCUMENTATION
E W-76111-1 MET TOWER DRAWING (REFERENCE ONLY)
F JOB HAZARD CHECKLIST
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1.0 INTRODUCTION / BACKGROUND
At the request of Mission Support Alliance (MSA), Northwest Tower Engineering
(NWTE) visited the 405’ guyed meteorological (Met) tower site (#21) on the Hanford
Nuclear Reservation near Richland, Washington. The purpose of the visit was to visually
observe the condition of the tower and obtain pertinent information for a structural analysis.
Inspection criteria included the observation of guy-wire tension and determination of
whether tensions are within the specified allowable tolerance range included in TIA/EIA-
222-G tower design standard. NWTE determined that several of the guy wire initial
tensions for met tower #21 are not within the design tolerance range. MSA and HAMTC
held a work turndown meeting on Tuesday, May 8, 2018 regarding the tensioning of the 1
½-inch to 1 ¾-inch guy-cables on the 400’ tower and agreed that this work should be
performed by a subcontractor.
2.0 DESCRIPTION OF WORK – GENERAL
The NWTE Report (No. 171183.03, R1) recommended that the Met tower #21 should have
guy wire initial tensions adjusted to 10% of breaking strength. This Statement-of-Work
(SOW) pertains to the work associated with performing these adjustments.
3.0 DESCRIPTION OF WORK – SPECIFIC
The successful subcontractor shall provide and manage the labor (including participation
in training), equipment, materials (including consumables), and services (including Quality
Assurance, testing and inspection) required to complete the guy wire tension adjustments
and testing necessary to verify that the guy wire tension is 10% (+ 1%) of cable breaking
strength per the TIA-222-G standard.
MSA will oversee the work activities and provide engineering support during the
performance of the contract. The subcontractor is required to provide badged and trained
professional personnel with knowledge of safely working on the Hanford Site. Specific
safety and training requirements are identified elsewhere in this SOW.
All work is to be coordinated with the designated MSA Construction Manager.
3.1 Task(s)
The following list of tasks is broad in scope, identifying major work elements only, and
should not be considered all-inclusive:
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Schedule work when existing and/or forecasted weather conditions permit safe
performance of work.
Close and barricade the affected work area to prevent personnel from accessing area
during work activities.
Adjust the clevises/turnbuckle for 1 ½” diameter and 1 ¾” diameter BS (Bridge Strand)
guywire cables to ensure that the tension in each cable is 10% (+ 1%) of the breaking
strength of respective cables as listed in Table 1 and sketch SK-2-400366.
Guy Wire
Guywire size (in)
Breaking Strength (LB)
Initial Tension (LB) ( 10% + 1% Breaking
Strength)
1A 1.75 BS 376000 37600 + 3760
1B 1.75 BS 376000 37600 + 3760
1C 1.75 BS 376000 37600 + 3760
2A 1.5 BS 276000 27600 + 2760
2B 1.5 BS 276000 27600 + 2760
2C 1.5 BS 276000 27600 + 2760
Table 1 - Guywire Information
Perform the clevises/turnbuckle adjustment in a sequence that ensures that tower
remains plumb during the tensioning process.
Perform the work such that any future maintenance/adjustments shall easily be
performed at the ground-level turnbuckles to eliminate future adjustments at the upper
level.
Verify and document the adjusted tension in Attachment C.
Verify the twist and out-of-plumb per TIA-222-G, Annex J, Figure J-1 and document
per Attachment D.
Remove barricades and re-open affected area.
Clean up and restore all areas affected to pre-existing conditions.
Coordinate with the MSA Construction Manager and MSA Design Authority (DA) to
conduct a Post-Construction Inspection.
3.2 Sequencing
No special sequencing is required.
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3.3 Acceptance Criteria
A. All work shall be performed in strict accordance of this SOW, Facility Specifications,
and manufacturer’s specifications.
B. The Design Authority (DA) shall perform final acceptance inspection of the completed
work and document the inspection in accordance with MSC-PRO-ENG-286, Testing
of Equipment and Systems.
3.4 Special Requirements
A. The subcontractor shall provide the BTR/Construction Manager five days’ notice prior
to performing work that requires a Lockout/Tagout (LOTO) and Electrical Hazard
Evaluation (EHE).
B. “Two Minute Drill” Card
After contract award, all subcontract employees (including sub-tier employees) will be
issued a “Two Minute Drill” card. The “Two Minute Drill” is an operational
technique/tool designed to improve situational awareness and identify changing
conditions during the performance of the contract. Subcontract employees are required
to possess and use the “Two Minute Drill” card throughout the duration of the contract.
Using the card as a guide, subcontract employees are required to navigate through a list
of simple questions before starting work for the day, after scheduled breaks, and
whenever there is a significant change in the work scope or jobsite conditions.
3.5 Organizational Interfaces
The subcontractor shall interface with the Buyer and other various organizations through
the Contract Specialist (CS) (or designee), as required, at points and frequency
incorporated elsewhere in this SOW and Subcontract documents. All field communication
shall be transmitted through the MSA Construction Manager. Any direction that could
impact costs, schedule, or work outside the scope shall not be recognized if direction in
writing has not been issued through the Contract Specialist.
3.6 Site Conditions and Known Hazards (Facility Specific)
Site facility specific conditions/requirements and known hazards are as incorporated in this
SOW.
Safety/Health assumptions include the following:
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Asbestos: It is not anticipated that asbestos bearing materials will be disturbed
during the performance of this work. All asbestos containing material (ACM)
and presumed asbestos containing material (PACM) will be handled in
accordance with MSC-RD-WP-15097, Asbestos Control – Construction
Industry.
Hexavalent Chromium is not expected. Notify the Buyers Technical
Representative (BTR)/CM prior to performing any cutting, burning, welding,
grinding, or polishing of metals or painted surfaces to assure work will be
planned in accordance with the MCS-PRO-WP-48065, Subcontractor Safety
Processes, with the hazards identified on the Job Safety Analysis (JSA), and
review by IH to assure adequate controls are in place, prior to the performance
of work.
Silica: If concrete or asphalt material is to be cut, chipped or ground the
subcontractor must submit a Silica Exposure Control Plan for review and
approval by the MSA Industrial Hygienist (IH) to ensure that adequate controls
are in place prior to the performance of work.
Radiological Contamination: There is a potential that the guywires may exhibit
background radiological contamination above natural background.
3.7 Government Furnished Materials and Equipment
None.
3.8 Site Coordination Requirements
A. Construction Facilities and Temporary Controls
Parking for subcontractor’s company vehicles is available at the job site.
First aid and emergency care facilities for first line and emergency medical
attention are available at the Hanford Site Occupational Medical Contractor
(HSOMC), located at 1979 Snyder in Richland or 2719WB in the 200 West Area.
For after hours or immediate response call 911 on a plant phone or 373-0911 on a
cell phone. The Subcontractor may self-treat employees for minor first aid injuries.
Where an employee has a medical condition that requires treatment from a medical
specialist, the Subcontractor must take the employee to HSOMC for evaluation and
treatment.
The subcontractor shall provide:
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Generators for necessary construction power. Generators must be grounded
in accordance with NEC and/or manufacturer’s recommendations.
Cell phones to supervisory personnel.
Portable toilets for subcontract personnel.
Drinking Water & Ice for subcontract personnel.
The subcontractor is required to maintain copies of all documents pertinent to the
work (e.g. JHAs, work releases, pre-job briefings, training records, permits,
released drawings, specifications, etc.) at the job site for the duration of the contract.
The subcontractor shall restore all areas disturbed by construction activities during
the project to pre-existing conditions prior to demobilizing from the job site.
B. Permits
Buyer will provide the permits, as required, to the subcontractor within 5 working
days of written request. The subcontractor is not authorized to start work requiring a
permit prior to receipt of the associated permit.
Other permits, such as Hot Work Permits, are the responsibility of the Subcontractor
to complete and provide to the MSA Construction Manager for review/signature.
C. Exercises and Drills
The Hanford Site performs various emergency or response drills on an average of
once every three months lasting approximately 2 hours. Subcontractor personnel
working within the drill area are required to participate in all drills unless exempted
in writing.
D. Outage Requests
The subcontractor shall provide five (5) days advance notice for systems requiring an
outage or lockout/tagout for the control of hazardous energy. MSA shall fulfill the
role of Controlling Organization for all lockout/tagout operations.
3.9 Delivery, Storage, and Handling
Not Applicable.
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4.0 TECHNICAL REQUIREMENTS
The subcontractor shall perform all work in accordance with the national codes,
specifications, drawings, exhibits, and any other documents, which by this reference are
made a part of the SOW.
Once the work is complete and ready for inspection, the BTR/CM will arrange inspection
of the work by governmental personnel/agencies (as required) upon request of the
subcontractor.
4.1 Codes and Standards
Unless specified otherwise, the applicable portions of the current edition or revision of the
code in effect on the date of award shall be used.
Code of Federal Regulations (CFR):
29 CFR, Labor
o Part 1910 Occupational Safety and Health Standards
o Part 1926 Safety and Health Regulations for Construction
10 CFR 851, Worker’s Health and Safety Program
National Fire Protection Associate (NFPA)
NFPA 101, Life Safety Code
NFPA 1, Fire Code (Fire Department Access)
Technical Standards:
All components shall be designed, procured, tested, and/or inspected in accordance
with recognized industry codes or standards.
It is the subcontractor's responsibility to identify codes or standards that apply to
each component. Technical codes, standards, and references are found above
and/or on the sketches.
4.2 Drawings, Specifications and DCNs
Specification No. Rev./Ed. Title
N/A
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Forms and exhibits are identified in other sections of this SOW and are hereby incorporated
into, and made a part of this SOW. They shall have the same force and effect as if written
into the body of the SOW.
4.3 Electrical Safety Requirements
A. All electrical control panels and electrical equipment (a general term including
material, fittings, devices, appliances, luminaries [fixtures], apparatus, and the like used
as a part of, or in connection with, an electrical installation) delivered or brought onto
the site in performance of this Subcontract must be labeled by an organization currently
recognized by the Occupational Safety and Health Administration (OSHA) as a
nationally recognized testing laboratory (NRTL).
B. All electrical equipment installed as part of this Subcontract must comply with the NEC
and where applicable NESC. The CM/BTR will coordinate inspection of electrical
equipment and installations for NEC compliance. The Subcontractor is responsible for
notifying the CM/BTR when installations are available for inspection.
C. Electric motors shall be labeled to be in accordance with National Electrical
Manufacturers Association (NEMA) MG-1 or listed by an organization currently
recognized by OSHA as an NRTL.
D. Electrical equipment and devices for which there is a NRTL listing category must be
Listed or Labeled by Underwriter’s Laboratory (UL) or another OSHA recognized
NRTL.
1. The Canadian Standard Association (CSA) is not a recognized OSHA approved
NRTL marking unless the label includes “US” or “NRTL.”
2. The European Union CE Markings Directive 93/68EEC is not a recognized
OSHA approved NRTL marking.
3. The International Electrotechnical Commission (IEC), IEC Standard 60529 for
enclosures (IPxx), is not recognized as an acceptable OSHA approved NRTL
label.
E. Electrical equipment for which there is no listing category must be approved in writing
by the NFPA 70 Authority Having Jurisdiction (AHJ) and evaluated or tested using a
method submitted to and approved by the CM/BTR prior to delivery of the equipment.
Sketch No. Rev. Title
SK-2-400366 00 SOW FOR GUY WIRE TENSION FOR MET TOWER #21
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F. Electrical equipment is also subject to the “Counterfeit Suspect Item Program” as stated
in the General Provisions of the Subcontract.
G. Subcontractors shall notify the CM/BTR before energizing, de-energizing,
troubleshooting, or repair of electrical circuits. A specific submittal (see Attachment A,
Submittal Register) shall be identified for continuity and unintentional ground tests of
new equipment and wiring prior to energizing.
4.4 Electrical Work Place Safety
Where work performed on equipment that is de-energized and placed in an electrically safe
condition exists in a work area with other energized equipment that is similar in size, shape,
and construction; safety signs, symbols, or accident prevention tags shall be used where
necessary to warn employees of electrical hazards that might endanger them.
Where the possibility of encroachment into the prohibited space of overhead power lines
exists, contact CM/BTR to coordinate with Electrical Utilities for a site visit. A trained
“Spotter for Electrical Hazards,” may be required.
4.5 Hoisting and Rigging Requirements
All onsite hoisting and rigging activities shall be performed in accordance with DOE-RL-
92-36, Hanford Site Hoisting and Rigging Manual.
4.6 Fire Protection Requirements
The fire prevention requirements will be controlled through the issuance of the Hanford
Fire Marshal Permit or Hot Work Permit, as necessary. Fire on the Hanford Site should
be reported by calling 911 (on any site landline) or (509) 373-0911 (on cell phones).
4.7 Work Control Requirements
A. Work Release for Construction/Service Organizations Form Site Form BC-6001-394.
The subcontractor is required to complete and provide the form to BTR designee
(normally the Construction Manager) for release of work prior to start of said work on
a daily basis, unless directed otherwise. The Subcontractor shall meet prior to end of
shift daily to discuss progress with the designee. Work shall be limited to listed
activities. If unlisted or unforeseen work activities are required to be performed the
release shall be modified and approved by Contract Specialist prior to performance of
the work.
B. During the performance of this Subcontract, the subcontractor shall have on site a
representative authorized to receive instruction or other communication. Any written
communication given to said representative shall be deemed as delivered to the
Subcontractor.
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C. The subcontractor shall maintain a record drawing set in the field for spot verification
of compliance to Subcontract requirements. The field drawing set shall be updated
with red line markings of any changes and at completion of construction provided to
the CM/BTR.
D. The Request for Clarification or Information (RCI) process (Site Form A-6003-063)
shall be used by the subcontractor to record and provide information to the CM/BTR
for circumstances that deviate from or require clarification to the Subcontract
documents. The CM/BTR will provide resolution in the form of a response recorded
on the RCI. The RCI process shall not be used to document and resolve subcontractor
nonconforming conditions.
5.0 PERSONNEL REQUIREMENTS
5.1 Training and Qualification
A. The Subcontractor shall ensure that its personnel meet and maintain the appropriate
training, qualification, and certification requirements prior to performance of work as
follows:
All Subcontractor personnel shall complete MSA General Employee Training
(MGET) (4-hour average per individual).
If a Lockout/Tagout is required, only personnel trained to the DOE Site Lockout/
Tagout Procedure DOE-0336 can be utilized. The subcontractor shall contact the
CM for the Controlling Organization requirements.
All subcontractor and sub-tier employees shall have completed OSHA Hazard
Communication training that meets the requirements of MSC-PRO-WP-13299,
Hazard Communication. See MSC-PRO-WP-10468, Chemical Management
Process, for more information.
The subcontractor and sub-tier subcontractors must meet the pre-qualification
requirements of MSA Contractor Safety Pre-Qualification Responsibility
Determination Worksheet (form A-6004-289).
Respiratory protection (DOE-0352, Hanford Site Respiratory Protection Program)
may be required depending on the chemicals chosen for this job. Review all Safety
Data Sheets (SDS) for manufacturer’s requirements to determine if respiratory
protection is required. Contact MSA IH if there are questions or concerns with the
viability of respiratory protection requirements.
B. Potential additional training: (may not be all inclusive depending on contractor method
of installation)
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043832 Aerial Lift Safety / OJE
044470 Forklift Operator Safety / OJE
044480 Electrical Safety for Non-electrical Workers
020147 Fall Hazard Recognition and Prevention
020440 Fall Protection PFAS Users
044391- Portable Ladder Safety (CBT)
044392- Competent Person Portable Ladder (CBT)
170500 Basic Medic First Aid/CPR/AED
020193 Heat/Cold Stress Prevention and First Aid
020194 Hearing Conservation (CBT)
Line Watch Training (Overhead Line)
5.2 Security and Badging Requirements
A. For any onsite work, see Special Provisions - On Site Services of the Subcontract
for details.
B. Subcontractor employees are required to obtain and wear a Buyer-issued Hanford
security badge. A minimum of two working days advance notice is needed to obtain
site badging.
C. Subcontractor’s employees are required to submit to vehicle searches and are
prohibited from carrying items listed as “Prohibited Items”.
5.3 Site Access and Work Hours
The construction site is accessible from 6:00AM to 4:30PM. The actual contractor work
hours will be coordinated through the Facility Work Release.
Personnel at the Hanford Site work a standard 4/10 schedule. The standard workweek
consists of ten (10) hours of work between 6:00AM and 4:30PM, with one-half hour
designated as an unpaid period for lunch, Monday through Thursday.
Work performed outside normal operating hours shall be coordinated and/or approved
through the CM/BTR prior to performing the work.
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6.0 ENVIRONMENTAL, SAFETY, HEALTH, AND QUALITY REQUIREMENTS
6.1 Integrated, Safety Management System (ISMS)
The subcontractor shall exercise a degree of care commensurate with the work and the
associated hazards. The subcontractor shall ensure that management of safety and
environmental functions and activities is an integral and visible part of the subcontractor’s
work planning and execution processes. As a minimum, the subcontractor shall:
Thoroughly review the defined scope of work.
Identify hazards.
Analyze hazards and implement necessary controls.
Perform work within controls.
Provide feedback.
The subcontractor shall apply principles listed in Special Provision – On Site Services of
the Subcontract.
The subcontractor shall flow down requirements of this SOW to lower tier subcontractor
performing work on the Hanford Site commensurate with the risk and complexity of the
work.
6.2 Contracting Company Safety Professional
The company’s safety professional is an individual that is not the supervisor for the project.
The safety professional works closely with their supervisor and their subcontractor’s
supervisor(s) to ensure that work is performed in a safe manner. Contractors will submit
the resume of their safety professional who meets the qualifications listed. The
responsibilities of that position are included below:
Qualifications:
OSHA 30-hour for Construction
Minimum of 5 years of construction experience with a role that involves Safety
and Health oversight
A certification such as OHST/CHST or greater OR a degree in Safety and Health
Current MSA’s Safety and Health Program Orientation (Given by MSA safety
and IH professionals)
Responsibilities:
Develop and maintain the Job Hazard Analysis throughout the project
Develop and maintain permits/plans that are generated by the subcontractor and
their sub-tier subcontractor(s)
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Perform daily inspections with the project supervisor (it is expected that the Safety
Professional will perform this at the job site)
Ensure that the project supervisor is documenting the daily inspections, including
both positive observations and deficiencies along with corrective action
Attend pre-job meeting at least once/week
Work alongside supervisor to ensure that equipment used onsite is properly
maintained
Work alongside supervisor to ensure that each employee’s (and sub-tier
employee’s) training records and EJTAs are approved prior to performing work,
and maintained current throughout the project.
Work alongside supervisor to ensure that products/chemicals (provided by the
subcontractor and lower-tier subcontractors) are submitted and approved prior to
use.
Attend kick-off meetings and progress meetings
Attend job walk-down after award of contract with supervisor, MSA Construction
Manager and MSA Safety Professional
Participate in scored inspections with supervisor, MSA Construction Manager, and
MSA Safety Professional
Attend high risk or critical activities
Be available in case of an unplanned safety event and perform necessary event
investigations
Participate in buyer investigations and fact-finding meetings
Work alongside supervisor to ensure that the work is being accomplished following
MSA and DOE Safety and Health procedures
Work alongside supervisor to help resolve employee concerns
NOTE: The safety professional’s responsibilities may increase if MSA determines that
more rigorous oversight is needed.
6.3 Contracting Company Supervisor Requirements:
The company’s supervisor is an individual that is running the project. The supervisor is
responsible for the safety of the project. The supervisor works closely with their
company’s safety professional and their subcontractor’s supervisor(s) to ensure that the
work is performed in a safe manner. Contractors will submit the resume of their supervisor
who meets the qualifications listed. The responsibilities of that position are included
below.
Qualifications:
OSHA 10-hour for Construction
Current First Aid and CPR training
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Current MSA’s Safety and Health Program Orientation (Given by MSA safety and
IH professionals)
Responsibilities:
Be on the job site when work is being performed and when equipment/materials
are being dropped off and picked up
Develop and maintain the Job Hazard Analysis throughout the project
Develop and maintain permits/plans that are generated by the subcontractor and the
sub-tier subcontractor(s)
Perform daily jobsite inspections
Document the daily inspections, including both positive observations and
deficiencies along with corrective action
Conduct pre-job meetings
Work alongside company safety professional to ensure that equipment onsite is
properly maintained
Work alongside company safety professional to ensure that each employee’s
(including sub-tier employee’s) training and EJTAs record is approved prior to
performing work and maintained current throughout the project.
Work alongside company’s safety professional to ensure that products/chemicals
(including products provided by sub-tier subcontractors) are submitted and
approved prior to use.
Attend kick-off meetings and progress meetings
Attend job walk-down after award of contract with company safety professional,
MSA Construction Manager and MSA Safety Professional
Participate in scored inspections with company Safety Professional, MSA
Construction Manager, and MSA Safety Professional
Assist with event investigations
Participate in buyer investigations and fact-finding meetings
Work alongside company Safety Professional to ensure that the work is being
accomplished following MSA and DOE Safety and Health procedures
Work alongside company Safety Professional to help resolve employee concerns
6.4 Safety Requirements
Unless specified otherwise, the applicable portions of the current edition or revision of the
code in effect on the date of award shall be used.
10 CFR 851, Workers Health and Safety Program
Buyer’s safety and health procedures. MSA Safety Program and Worker Protection
are available on the internet as a “Worker Protection Virtual Manual” at
(http://www.hanford.gov/pmm/page.cfm/Construction)
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The Special Provisions – On-Site Services paragraph of the Basic Ordering
Agreement (BOA) subcontract includes a comprehensive list of MSA Safety
Procedures. While not all of the listed procedures/documents will apply to this
scope of work, it is the subcontractor's responsibility to identify and comply with
the applicable documents. The subcontractor shall stop work and notify the
BTR/CM, if an unplanned for risk or hazard is discovered that is not covered by
these documents. The subcontractor shall notify the BTR/CM if the
unexpected/unplanned for condition exposes the employees to a hazard that could
require a Medical Monitoring Program.
The subcontractor is accountable for the safe performance of the work, and the
protection of its employees, the public and the environment.
The subcontractor shall comply with applicable laws, regulations, and directives.
Subcontractor will identify hazard(s) requiring a unique safety plan: (i.e., Railway
use, Special chemical or process, etc.) and submit to BTR/CM for approval prior to
performing onsite work.
The subcontractor shall complete a detailed daily documented, via form A-6005-
766, pre-job safety meeting with employees and support personnel required for the
work scope. The subcontractor shall keep the completed forms in the
subcontractor’s Site Book. At the completion of the job, the BTR/CM may request
these forms to be provided to MSA at the close out of the task.
If Industrial Hygiene (IH) monitoring is required for hazard (noise, chemical,
hazardous environment, etc.) it shall be documented in the JSA. The MSA IH will
provide equipment, monitoring personnel, and be responsible for records
maintenance (including communication of monitoring results).
If heat/cold stress monitoring is deemed necessary, the buyer may provide
equipment and training upon request. The SUBCONTRACTOR may use onsite
services for WBGT readings, such as the Hanford Meteorological Station, for a
standard work area. The SUBCONTRACTOR is responsible for records
maintenance per the applicable procedure (including communication of monitoring
results).
Prior to start of Work the subcontractor shall submit a hazard analysis to the
BTR/CM:
Implementation of protective actions such as evacuation/take cover.
The subcontractor shall:
o Ensure that equipment used on the project site meets applicable federal and
state regulations, manufacturer’s operations and safety requirements, and
buyer’s safety requirements.
o Submit a subcontractor Chemical Inventory Worksheet (CIW) (site form A-
6003-412, Section A) for BTR review/approval. Note: Refer to MSC-
PRO-WP-10468 “Chemical Management Process” for instructions on
completing this form.
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o Post Part A of the approved CIW (listing each product, the product name,
the storage location, the total amount stored and the container size/type) at
the chemical storage location.
o Maintain copies of the Material Safety Data Sheets (or Safety Data Sheets)
for each chemical on the job site.
o Submit a revised CIW before bringing new chemicals on the job site.
o Provide additional data as necessary in support of the Emergency Planning
Community Right-to-Know Act of 1986.
o Remove, at the completion of the project, unused chemical products from
the job site.
o Submit a completed CIW showing the total quantity of each chemical of
interest, EHS and TRI product used (section D of the CIW).
o Projects are required to have and follow a Project Specific Hazard
Communication Written Program (PSHCP) per MSC-PRO-WP-10468.
An example of this can be found at
http://www.hanford.gov/pmm/page.cfm/ContractorForms
o Participate in walk-down of the actual construction site with the Buyer’s
Safety Representative prior to start of onsite work.
o Maintain the work area in a neat, clean, and safe condition; and maintain
access to the building for facilities personnel through the use of signs and
barricades. Post “Construction Area” or appropriately worded signs
accordingly. Remove generated materials from the premises upon
completion of the work.
o Subcontractors and its lower-tier subcontractors shall be responsible to
complete an Employee Job Task Analysis (EJTA) in accordance with MSC-
PRO-WP-11058 for of the following situations:
For subcontractor employee who will be on the Hanford Site for
more than 30 days in a year.
For subcontractor employee who may potentially be exposed to
hazards (e.g. radiological, beryllium, hazardous wastes, noise) while
performing in accordance with the subcontract SOW.
For subcontractor employee enrolled in a medical or exposure
monitoring program required by 10 CFR 851, and/or other
applicable federal, state or local regulation or other obligation.
If the above conditions are met, the subcontractor and its lower-tier subcontractor employee
is to have a current approved EJTA prior to that employee beginning work on the Hanford
Site.
Failure of the subcontractor or its lower-tier subcontractor(s) to comply with the health and
safety requirements set forth in this Subcontract shall constitute a material breach of the
Subcontract, entitling Buyer to terminate said Subcontract.
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6.5 Cyber Security Requirements
The work activities for this SOW have been designated as Low/Medium in accordance
with the Federal Information Processing Standards (FIPS 199).
The subcontractors and its lower-tier subcontractors shall have a Cyber & Industrial
Control System Security Program and implementing procedures that utilizes a national or
international voluntary consensus standard such as NIST 800-82, NIST 800-83 and FIPS
199 (or equivalent) that includes (as a minimum) the following requirements:
Least privilege in system and application development, to include internal
operations
Account management principles for system and application development
following these guidelines:
o Password:
o Complexity (8 characters, numbers, special characters, etc.)
o Usernames and passwords are not hard coded in the application
o Passwords expire
o No password reuse
o Ability to remove account
o Capable of forced password reset
o No interactive service accounts
o Usernames are unique
o Implement role-based access
o Automated account management tool
Breach disclosure and notification process
Patching policy and software update process for installed ICS systems in
customer environments
Flaw remediation policy
Internal vulnerability discovery process
Enterprise anti-malware software implementation
Source code management process
Outsource and/or third-party controls/management process
Log management process
The Cyber & ICS Security Program documents addressing the above requirements and
implementing procedures are required to be reviewed, evaluated, and approved by MSA
Cyber Security Organization upon award of the subcontract. The subcontractors and its
lower-tier subcontractors shall, during the performance of this Subcontract, submit
proposed changes to the program and implementing procedures to the Buyer/QAE/CS for
review and approval prior to implementation.
The subcontractors and its lower-tier subcontractors shall be responsible for performing
secure workmanship and shall conduct the security control measures necessary to ensure
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that all work confirms to referenced codes, standards, and other requirements as defined
by this SOW.
If the subcontractors and its lower-tier subcontractors subcontracts any portion of this
work scope to lower-tier subcontractors, the subcontractors and its lower-tier
subcontractors shall be responsible for the flow down of applicable portions of this SOW
to their lower-tier subcontractors, including cyber & ICS requirements, pertaining to
services and activities for which they are responsible.
All subcontractors’ and their lower-tier subcontractors’ activities are subject to oversight
by MSA’s cyber security and/or engineering representative(s) at the subcontractors’ and
its lower-tier subcontractors’ facilities, including lower-tier facilities if applicable.
Access to the subcontractors and its lower-tier subcontractors or lower-tier’s facilities
shall be requested through the subcontractors and their lower-tier subcontractors’ contract
representative and MSA’s cyber security. The visit may be performed jointly with the
subcontractors and its lower-tier subcontractors.
6.6 Quality Assurance and Control
A. The work activities associated with this SOW have been designated as Quality Level
(QL) 3, General Service (GS) by the applicable Design Authority and/or Technical
Authority. Therefore, based on a graded approach, the subcontractor shall document,
implement, and maintain a Quality Assurance Program (QAP) that utilizes a national
or internationally recognized voluntary consensus standard, or equivalent (i.e., ISO-
9001, ASME NQA-1, 10 CFR 830.122, etc.). The subcontractor’s QAP shall be
submitted to the Buyer for review and approval prior to performing work activities
and every 3 years thereafter, depending on the length of the contract. Furthermore,
the subcontractor shall, during the performance of this contract, submit proposed
changes to the QAP to the Buyer for review prior to implementation.
B. The subcontractor, including sub-tier subcontractors, shall be responsible for
performing quality workmanship and shall conduct quality control measures
necessary to ensure that work conforms to applicable drawings, specifications,
referenced codes and standards, and other requirements defined in this SOW. When
subcontracting portions of this Contract, the subcontractor is required to invoke the
applicable Quality Assurance Program requirements on their sub-tier subcontractors.
C. The Buyer reserves the right to verify the quality of work at the subcontractor’s
facility, including sub-tier subcontractor’s facility. Access to a sub-tier
subcontractor’s facility shall be requested through the subcontractor and verification
may be performed jointly with the subcontractor. Provide advance notification to
MSA in accordance to Subcontract documents prior to performance of tests or
inspections.
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D. The subcontractor shall ensure that work activities are performed in accordance with
documented instructions, procedures, and/or drawings that include appropriate
acceptance criteria for determining that prescribed activities have been satisfactorily
accomplished. Furthermore, the subcontractor is responsible for ensuring that
procedures, instructions, and drawings, are controlled in a manner to ensure that only
correct documents (including current revisions) are being used to perform work
activities.
E. The subcontractor is responsible for ensuring that items being furnished comply with
procurement documents. The subcontractor shall warrant that items furnished under
this contract are genuine, (i.e., not suspect/counterfeit) and match the quality, test
report, markings, and/or fitness for use required by the contract. Controls shall be
established to assure that only correct and accepted items are used and/or installed.
Markings or identification shall be maintained on the items (or in documentation
traceable to the items) or in a manner that assures identification is established and
maintained. Refer to following website for suspect/counterfeit provisions:
https://www.energy.gov/sites/prod/files/2014/06/f16/SCI_Training_Manual.pdf
F. Items that do not conform to specified requirements shall be controlled to prevent
inadvertent installation and/or use. Nonconforming conditions shall be documented
on the subcontractor’s nonconformance form. Nonconforming conditions identified
with a proposed disposition of “Accept-As-Is” or “Repair” shall be approved by the
Buyer prior to corrective action being taken by the subcontractor. The following are
definitions of Accept-As-Is and Repair:
Accept-As-Is – A disposition permitted for a nonconforming item when it has
been established that the item is satisfactory for its intended use without repair or
rework.
Repair – The process of restoring a nonconforming characteristic to a condition
such that the capability of an item to function reliably and safely is unimpaired,
even though the item does not conform to the original requirements.
After the recommended disposition has been evaluated by the Buyer, the form
shall be returned to the contractor with the disposition of approval or rejection.
The subcontractor is then allowed to resume work activities for approved non-
conformances only.
NOTE: A subcontractor nonconformance exists when items or work do not
conform to specified technical requirements as specified in the procurement
documents.
G. Subcontractors performing special processes, such as those used in welding, heat
treating, and non-destructive examination, shall ensure that those processes are
performed by qualified personnel using qualified procedures in accordance with
specified requirements.
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H. The Buyer shall perform oversight to verify compliance to contract requirements.
The Buyer shall be given 5 working days’ notice of tests to be made by the
subcontractor or its lower-tier subcontractors in order that the Buyer may witness
such tests. The Buyer reserves the authority to assign “Hold Points” to inspection/test
activities performed by the subcontractor or its lower-tier subcontractors in order to
witness those inspection/test activities.
I. The subcontractor shall provide for and/or maintain an internal quality
control/inspection system in accordance with the requirements of the contract. When
tools, gauges, instruments, or other measuring and test equipment (M&TE) are
required for inspection and/or test activities, the subcontractor shall ensure they are
controlled, calibrated, and maintained.
The subcontractor shall maintain and deliver documents in accordance with the
Submittal Register of this SOW (or more frequently as required by the drawings and
specifications). The subcontractor shall perform and document inspections and
testing as specified. Inspection and testing personnel shall be appropriately qualified.
As applicable, Measuring and Test Equipment (M&TE) used in performance of
inspections and testing shall be calibrated using standards traceable to the National
Institutes of Standards and Technology (NIST).
J. The subcontractor is responsible for generating, storing, maintaining, and submitting
records. Records shall be stored in manner that minimizes the risk of loss, damage, or
destruction. Submitted records (as indicated in the SOW Submittal Register or
Construction Specification) shall be complete, legible, and reproducible.
6.7 Construction Inspection and Test Plan
The subcontractor shall submit a Construction Inspection and Test Plan (CITP), which
defines the specific inspections and tests required for this contract that includes specific
methods used for documenting inspection and test activities. The subcontractor shall
provide a list of personnel that will be performing inspections and test activities, including
qualifications, certifications, and test agencies, as required by procurement documents.
The CITP shall include lower-tier subcontractor inspection and testing certifications and
testing agencies to be utilized for this contract, as applicable.
6.8 Environmental Requirements
Environmental support and issues shall be coordinated through the CM.
A. Communications with regulators, for example State of Washington Department of
Ecology “Asbestos Notice of Demolition and Renovation,” shall be coordinated
through the CM.
B. The subcontractor shall maintain a spill kit onsite during the use of materials and/or
storage of equipment. The kit shall be sufficient in nature to contain spills that may
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occur during use or storage of a product or equipment. The subcontractor personnel
shall be familiar with the use of the spill kit and the requirements of this section.
C. The subcontractor shall notify the CM of unplanned releases or spills of hazardous
materials (including petroleum products), hazardous substance, and/or dangerous
waste as described below:
Emergencies: If the spill is an emergency, immediately call 911 (onsite
landline telephone) or (509) 373-0911 (cellular telephone). Then notify CM
in accordance with the “non-emergencies” procedure below.
Non-emergencies: If the spill is a non-emergency, notify the CM within 30
minutes of discovery.
D. The subcontractor shall perform the cleanup of spills as directed by the CM.
E. The subcontractor shall coordinate waste management activities through the CM.
F. The subcontractor shall avoid generation of dangerous waste during performance of
work on the Hanford Site. If dangerous waste generation is unavoidable, and it is not
discussed in “Planned Waste Generation/Disposal Information” of the CIW, the
subcontractor shall submit a “Waste Planning Checklist,” (Site Form A-6002-827),
for management of the generated waste, to the Buyer for approval prior to performing
work. With regards to applying federal and state regulatory requirements, the
subcontractor is considered a “large quantity generator” on the Hanford Site.
The Buyer will dispose of dangerous waste that was generated on the Hanford Site in
accordance with Hanford Site requirements after initial accumulation by the
subcontractor. Treated wood materials (e.g., treated railroad ties and power poles)
that are removed from their site of origin due to project activities shall either be
reinstalled at the original location and configuration, re-used on the project site for
beneficial use (e.g., general construction, landscaping), or relocated to an approved
staging/accumulation area as directed by the BTR.
G. The Buyer will dispose of asbestos waste that was generated on the Hanford Site in
accordance with Hanford Site requirements after initial accumulation by the
subcontractor.
H. Inert waste (e.g., broken asphalt [except roofing material], broken concrete and
overburden/spoils material such as rock, earth, brick, and glass) may be disposed by
the subcontractor at no charge at Pit 9 on the Hanford Site. “Waste Profile Shipment
Record for Disposal of Inert Waste at Pit 9,” (Site Form A-6005-325), will need to be
completed prior to entrance and disposal within Pit 9. The subcontractor shall notify
the CM at least 48 hours prior to scheduled/planned deliveries into the pit.
I. The subcontractor shall not discharge wastewater on the Hanford Site without written
approval from the CM. Wastewater resulting from washing concrete trucks, pumps,
forms, and associated equipment shall only be discharged in specified area(s). After
the concrete has set up at the discharge location, it shall be collected and disposed of
by the subcontractor as inert waste.
J. The subcontractor shall discharge excavated soils/sludge only in locations that have
been clearly communicated to the subcontractor by the CM.
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K. Other wastes generated by the subcontractor during this work activity shall be
disposed of by the subcontractor in accordance with applicable laws, regulations, and
Hanford requirements.
L. With the exceptions listed below, the subcontractor shall submit an inventory of
internal combustion engines (e.g., generators), including the brake horsepower, prior
to bringing them to the Hanford Site, to the CM for review/approval to ensure
regulatory compliance to WAC 173-400-035. The following internal combustion
engines do not need to be listed:
Those that are in or on a piece of equipment that is self-propelled or serves a
dual purpose by both propelling itself and performing another function (such
as garden tractors, off-highway mobile cranes and bulldozers); or
Those that are in or on a piece of equipment that is intended to be man-
propelled while performing its function (such as lawnmowers and string
trimmers).
The Buyer will notify the permitting authority if required under WAC 173-
400-035. The CM will notify the subcontractor of additional requirements
triggered by the notifications (e.g., ultra-low sulfur fuel).
M. Workers must be instructed to watch for cultural materials (e.g., bones, artifacts) at all
times during project activities. If cultural materials are encountered, stop work within
the immediate vicinity of the find and notify the CM/BTR.
N. If this activity is to be initiated during active nesting season (i.e., between mid-March
through end of July),the subcontractor shall notify the CM to initiate a review of the
area that is to be disturbed to make sure no nesting is occurring within the affected area.
The subcontractor shall instruct workers to watch for active nests. When subcontractor
employees encounter active nests and/or nesting birds, or observe bird defensive
behaviors during project activities, the subcontractor must stop work in the immediate
vicinity of the nest and must contact the CM for additional review and required action.
6.9 Radiological Requirements
There are no radiological protection requirements for the area where work is to be
performed. Radiological Control Technician (RCT) support will be provided to perform
radiological verification survey prior to and during construction and for any materials being
removed from the Hanford Site or taken to Pit 9.
7.0 MEETINGS AND SUBMITTALS
7.1 Meetings
A. Site Labor Conference: Will be held between the Buyer, the appropriate Union(s), and
the Subcontractor before work commences at the Hanford Site in accordance with the
Site Labor Agreement (Article X, Section 6).
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B. Kickoff Meeting: Before start of Work, the MSA CS will schedule and conduct a
meeting with the Subcontractor and major sub-tier Subcontractors. This meeting
normally follows the Site Labor Conference and will last approximately 1 hour. The
purpose of the meeting is for the coordination of Work start-up, and familiarization of
project participants with the Work and the work site.
C. Progress Meetings: Coordination/progress meetings will be required on an as needed
basis (typically weekly) to exchange work related information, including but not
limited to design and scope changes, progress, coordination with water utilities, and
scheduling issues during the course of construction.
D. Safety Meetings: The Subcontractor shall perform daily “Back to Work” meetings.
Meetings shall be consistent with MSC-RD-WP-52359, Subcontractor Safety and
Health Requirements, and the requirements of this SOW. Late arrivals and/or visitors
shall be provided with the same daily briefing. Maintain documentation of all weekly,
daily, and special safety meetings.
7.2 Submittals
A. The required submittals for this Subcontract are listed in Attachment A, Submittal
Register, which also includes the Register definitions.
B. Items shall be submitted by the Subcontractor using the Site Form A-6003-061,
Subcontractor Document Submittal.
C. Substitutes: A completed Subcontractor Document Submittal Form shall be submitted
for each requested substitution. Substitution requires approval if an item is more
hazardous than the specified product or if the product callout includes the phrase such
as “or approved substitute.” Submitted data shall show “fit, form, and function”
equivalency, as well as cost savings, if any, to the contractually required item.
8.0 DELIVERABLES, PROJECT CONTROLS, MILESTONES, AND PERFORMANCE
SCHEDULE REQUIREMENTS
8.1 Deliverables
A. The following construction documentation, as appropriate, shall be maintained
throughout construction and submitted in accordance with the Subcontract Documents
or as identified herein:
Records and reports identified as deliverables in individual Specification Sections,
the CQCP, and other sections of this SOW shall be turned over to the CM/BTR
during the Punch-list process unless otherwise noted.
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As-built documentation (e.g. redlines) required within this SOW, and/or within
individual Specification sections, shall be submitted in accordance with Attachment
A, Submittal Register.
B. During the course of construction the Subcontractor shall complete Construction Daily
Activity Report (DAR) Site Form A-6003-054. The reports shall be used to provide a
daily recording of information pertaining to construction, safety, quality, and problems
associated with the Subcontract. Deliver each DAR to the CM/BTR the next work day.
C. The Subcontractor will be required to participate in the project turnover process by
assisting the CM/BTR in developing and completing the project punch list. The
Subcontractor shall notify the CM/BTR no later than one (1) day after completing the
punch list item(s).
8.2 Milestones
Coordinate work activities with MSA Construction Manager.
8.3 Performance Schedule
Submit Project Schedule for approval within five (5) calendar days after Notice of Award
covering activities for the duration of Subcontract. The schedule shall be in the form of a
bar chart and shall identify logical sequence and relationship of activities for design,
submittals, procurement, delivery, installation, Subcontracted work, milestones, and
testing and inspections of the work covered by the Subcontract. Activity durations shall
be in working days. Consider Hanford Closure Days (provided upon request) when
establishing schedule. Include line item resource loading as an attachment to the project
schedule. Identify dollar amount for labor and materials separately for each activity shown
on the schedule at a level of detail providing an accurate expenditure plan by month or
other work breakdown consistent with request for progress payments. Provide updated
resource loading documentation with monthly progress pay requests.
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ATTACHMENT A
SUBMITTAL REGISTER
1. Numerical submittal sequence number: Example: 1, 2, 3, 4,
2. Number of Copies and electronic and/or hard copy:
3. Format: Describes the type of submittal required:
MFC Microsoft Format Compatible application (Word, Excel, Access, PowerPoint)
GEN General or Open Format/Media
PDF Adobe Acrobat (Portable Document Format)
DWG An AutoCAD drawing using the Hanford standard formatting (See HNF-14660,
Off-Site Subcontractor Direction for the Preparation and Control of Engineering
Drawings)
4. Submittal Type:
APW = Approval Required Prior to Work Buyer must approve the Subcontractor’s
submittal prior to the Subcontractor being authorized to proceed with any
activity/work associated with the submittal).
AP = Approval Required (Buyer must approve the Subcontractor’s submittal; however,
work associated with the submittal may proceed prior to Buyer approval).
5. Vendor Information: Mark Yes if document(s) are VI, otherwise leave blank.
6. Description / Document Title: Title or general description of the document.
7. Submittal Date: Actual date or number of Calendar Days before or after a milestone that a submittal
is due from the Subcontractor: Example: June 1, 2005 or CD + 90 [90 days after Conceptual
Design Complete]
A Date of Award
CD Conceptual Design Complete
PD Preliminary Design Complete
FD Final Design Complete
M Mobilization
SC Start of Construction
EC End of Construction
RM Receipt of Material
8. Buyer Review Time (Work Days): Example: 3 Days
9. Subcontract Reference: Cross reference to the Subcontract requirement that defines this submittal:
Example: SOW 3.1.2
REQUEST FOR PROPOSAL NO: TBD
TITLE: Guy Wire Tension for Met Tower #21, Revision 0
Page 29 of 37
Submittal Register:
The Subcontractor shall meet the required schedule and provide the documents specified in accordance with the following submittals.
Subcontract Number and Name: Revision:
1.
Submittal
No.
2.
No. of
Copies
*
3.
Format
4.
Type
5.
Vendor
Information
– Mark Yes
if VI,
Otherwise
Leave Blank
6.
Description / Document Title
7.
Submittal Date
(Calendar Days)
8.
Buyer
Review
Time
(Work
Days)
9.
Subcontract
Reference
1 1 PDF AP SF-1413 (subcontractor) SC 2 Days SP-4 (FAR
52.222-6)
2 1 PDF AP SF-1413 (for each lower tier subcontractor) SC 2 Days SP-4 (FAR
52.222-6)
3 1 PDF AP Lower tier subcontracts SC 2 Days BOA
4 1 MFC APW Chemical Inventory Worksheet SC 2 Days SOW 6.4.
5 1 PDF AP Completed Chemical Inventory Worksheet EC 2 Days SOW 6.4.
6 1 PDF APW Project Specific Hazard Communication
Program (PSHCP) SC
2 Days SOW 6.4.
7 1 PDF APW Safety Training Records SC 2 Days SOW 5.1
8 1 PDF APW Unique Safety Practices SC 5 Days SOW 6.4.
9 1 PDF APW Verification Letter of Current EJTA
(Ready to Work) SC 2 Days SOW 6.4.
10 1 PDF APW Safety Professional Supervisor SC 2 Days SOW 6.4.
REQUEST FOR PROPOSAL NO: TBD
TITLE: Guy Wire Tension for Met Tower #21, Revision 0
Page 30 of 37
Subcontract Number and Name: Revision:
1.
Submittal
No.
2.
No. of
Copies
*
3.
Format
4.
Type
5.
Vendor
Information
– Mark Yes
if VI,
Otherwise
Leave Blank
6.
Description / Document Title
7.
Submittal Date
(Calendar Days)
8.
Buyer
Review
Time
(Work
Days)
9.
Subcontract
Reference
11 1 PDF APW Job Hazard Analysis SC 5 Days SOW 6.4.
12 1 PDF APW Hazard Communication Training Records EC 2 Days BOA
13 1 PDF APW Waste Planning Checklist (Form 6002-827)
SC 3 Days SOW 6.8.F
14 1 PDF APW Construction Schedule
A+5 5 Days SOW 8.3
15 1 PDF APW Equipment List
SC 3 Days SOW 6.4.
16 1 PDF APW Internal Combustion Engines Inventory
(Air Emissions) SC 3 Days SOW 6.8.L
17 1 PDF APW Construction Inspection and Test Plan (CITP) SC 5 Days SOW 6.7.
18 1 PDF APW Certification/Qualification for Inspection and
Test Personnel SC 5 Days SOW 6.6.
19 1 PDF APW Guy Wire Tensioning Plan SC 5 Days SOW 3.1
20 1 PDF APW Twist & Out-Of-Plumb Testing Plan SC 5 Days SOW 3.1
21 1 PDF AP Guy Wire Tensioning Testing Results
EC 10 Days ATTACH
MENT-C
REQUEST FOR PROPOSAL NO: TBD
TITLE: Guy Wire Tension for Met Tower #21, Revision 0
Page 31 of 37
Subcontract Number and Name: Revision:
1.
Submittal
No.
2.
No. of
Copies
*
3.
Format
4.
Type
5.
Vendor
Information
– Mark Yes
if VI,
Otherwise
Leave Blank
6.
Description / Document Title
7.
Submittal Date
(Calendar Days)
8.
Buyer
Review
Time
(Work
Days)
9.
Subcontract
Reference
22 1 PDF AP Twist & Out-Of-Plumb Testing Results EC 10 Days ATTACH
MENT-D
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ATTACHMENT B
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ATTACHMENT C
GUY WIRE - ADJUSTED TENSION RESULT DOCUMENTATION
Tower Description : ____________________________________________
Test Date : ___________________________________________________
Weather Condition : ___________________________________________
Method used: ________________________________________________
Guy Wire
Guywire size (in)
Required Initial Tension (LB)
Field Verified Initial Tension (lb)
Remark (Pass/Fail)
1A 1.75 BS 3760 + 376
1B 1.75 BS 3760 + 376
1C 1.75 BS 3760 + 376
2A 1.5 BS 2760 + 276
2B 1.5 BS 2760 + 276
2C 1.5 BS 2760 + 276
Note: Attach additional sheet for calculation (if required)
Name Sign Date
Superintendent
Construction QC
CM (MSA)
Design Authority (MSA)
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ATTACHMENT D
TWIST & OUT-OF-PLUMB RESULT DOCUMENTATION
Tower Description : ____________________________________________
Test Date : ____________________________________________________
Weather Condition : ___________________________________________
Method used: ANSI EIA/TIA-222-G, Annex J, Figure J-1
Tower Elevation (ft)
Allowable Out of Plumb (in)
Actual Out of Plumb (in)
Remark (Pass/Fail)
0
175.6
364.9
Tower Elevation (ft)
Allowable Twist (deg)
Actual Twist (deg)
Remark (Pass/Fail)
0
175.6
364.9
Note: Attach additional sheet for calculation (if required)
Name Sign Date
Superintendent
Construction QC
CM (MSA)
Design Authority (MSA)
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ATTACHMENT E
W-76111-1 Met Tower Drawing (Reference Only)
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ATTACHMENT F
Job Hazard Checklist
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