B.08.03 Solicitation Amendment W912EF25BA0100001 SF 30.pdf
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- Attached to
- HQ - Building Exterior Brick Repair
- Solicitation number
- W912EF25BA010
About this file
This document is an Amendment (Standard Form 30) for a U.S. Army Corps of Engineers contract for HQ Building Exterior Brick Repair located in Walla Walla, Washington. The amendment modifies the original solicitation W912EF25BA010, with changes focused on several key repair and maintenance activities for the building's exterior.
The amended contract includes seven primary line items: removing and replacing broken bricks (estimated 60 each), removing cracked mortar joints and repointing (estimated 450 linear feet), removing and replacing elastomeric sealant joints (estimated 120 linear feet), removing and replacing sheet metal parapet cap (estimated 300 linear feet), cleaning brick veneer and architectural precast concrete, applying brick veneer water repellent, and applying architectural precast concrete water repellent. The magnitude of construction is estimated between $500,000 and $1,000,000. The amendment provides updated specifications, contact information for project inquiries, and revised bid schedule details. The effective date of the amendment is 29 May 2025.
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Walla Walla District Corps of Engineers HQ Building Exterior Brick Repair
ITEM
DESCRIPTION
QTY
U/M*
U/P*
AMOUNT
Base Items
0001 Remove and Replace Broken Brick Est* 60 EA $________ $________
Remove Cracked Mortar Joints And Repoint Mortar Joints
Est* 450 LF $________ $________
0003 Remove And Replace Elastomeric Sealant Joints Est* 120 LF $________ $________
0004 Remove And Replace Sheet Metal Parapet Cap Est* 300 LF $________ $________
Clean Brick Veneer and Architectural Precast Concrete
1 JOB XXXXX $________
0006 Brick Veneer Water Repellant Application 1 JOB XXXXX $________
Architectural Precast Concrete Water Repellent Application
1 JOB XXXXX $________
BASE ITEMS TOTAL $__________
HQ Building Exterior Brick Repair W912EF25BA010
HQ200FY24BRMOR
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00.00 28 GENERAL REQUIREMENTS
01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS
01 14 00.10 28 PROJECT SITE RESTRICTIONS
01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY
(OPSEC)
01 22 00.00 28 MEASUREMENT AND PAYMENT
01 32 16.00 28 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES
01 33 00 SUBMITTAL PROCEDURES
01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.01 28 CONTRACTOR QUALITY CONTROL (SHORT FORM)
01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
01 51 00.00 28 TEMPORARY UTILITIES
01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS
01 57 20.00 28 ENVIRONMENTAL PROTECTION
01 78 00.00 28 CLOSEOUT SUBMITTALS
DIVISION 04 - MASONRY
04 03 00.00 28 REPAIR AND REPLACEMENT OF BRICK MASONRY, AND SURFACE
CLEANING OF BRICK VENEER AND PRECAST CONCRETE SURFACES
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 19 00.00 28 WATER REPELLENTS
07 60 00.00 28 FLASHING AND SHEET METAL
07 92 00.00 28 JOINT SEALANTS
-- End of Project Table of Contents --
Amendment-0001
PROJECT TABLE OF CONTENTS Page 1 g4ecctgh Line Amendment-0001 - Section 01 22 00.00 28 MEASUREMENT AND PAYMENT g4ecctgh Line Amendment-0001 - Section 01 35 29.10 28 "GOVERNMENTAL SAFETY REQUIREMENTS"
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Amendment-0001
PROJECT TABLE OF CONTENTS Page 2
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 22 00.00 28
MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.1 RETAINAGE OF PAYMENT
1.2 BASE ITEMS
1.2.1 CLIN 0001 - REMOVE AND REPLACE BROKEN BRICK
1.2.2 CLIN 0002 - REMOVE CRACKED MORTAR JOINTS AND REPOINT MORTAR
JOINTS
1.2.3 CLIN 0003 - REMOVE AND REPLACE ELASTOMERIC SEALANT JOINTS
1.2.4 CLIN 0004 - REMOVE AND REPLACE SHEET METAL PARAPET CAP
1.2.5 CLIN 0005 - CLEAN BRICK VENEER and ARCHITECTURAL PRECAST
CONCRETE
1.2.6 CLIN 0006 - BRICK VENEER WATER REPELLANT APPLICATION
1.2.7 CLIN 0007 - ARCHITECTURAL PRECAST CONCRETE WATER REPELLENT
APPLICATION
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION (Not Applicable)
-- End of Section Table of Contents --
SECTION 01 22 00.00 28 Page 1 Amendment - 0001 g4ecctgh
Amendment-0001 - Section 01 22 00.00 28 - Paragraphs 1.2.1 through 1.2.4 - CLINs 0001 - 0004
THIS PAGE INTENTIONALLY LEFT BLANK
SECTION 01 22 00.00 28 Page 2 Amendment - 0001
SECTION 01 22 00.00 28
MEASUREMENT AND PAYMENT
PART 1 GENERAL
In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.
1.1 RETAINAGE OF PAYMENT
Retainage in the amount of 10 percent of original contract award amount will be withheld until the final submittals, listed below, have been approved by the Government. The 10 percent retainage for final submittals will start once the Contractor has earned 90 percent of the original contract value. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" for additional information.
FINAL SUBMITTALS
a. Final Shop Drawings.
b. Final As-built Drawings.
c. Final Record Drawings.
d. Return of Government Issued Items.
1.2 BASE ITEMS
1.2.1 CLIN 0001 - REMOVE AND REPLACE CRACKED BRICK
Remove and replace cracked brick is measured for payment as the number of times each (EA), a brick is removed & replaced. Payment is made at the unit price (EA) for CLIN 0001, "REMOVE AND REPLACE CRACKED BRICK", which price and payment is full compensation for all equipment, labor, and materials required for the removal and replacement of cracked brick, complete, as specified and approved.
1.2.1 CLIN 0001 - REMOVE AND REPLACE BROKEN BRICK
Remove and replace broken brick is measured for payment as the number of times each (EA) brick is removed & replaced. Payment is made at the unit price (EA) for CLIN 0001, "REMOVE AND REPLACE BROKEN BRICK", which price and payment is full compensation for all equipment, labor, and materials required for the removal and replacement of broken brick, complete, as specified and approved.
1.2.2 CLIN 0002 - REPAIRS TO MORTAR JOINTS
Repairs to mortar joints is measured for payment by the linear foot (LF). Payment is made at the unit price (LF) for CLIN 0002, "REPAIRS TO MORTAR JOINTS", which price and payment is full compensation for all equipment, labor, and materials required for the removal, disposal, and replacement of damaged mortar for brick veneer, complete, as specified and approved.
SECTION 01 22 00.00 28 Page 3 Amendment - 0001 g4ecctgh Line Amendment-0001 - Section 01 22 00.00 28 - Paragraph 1.2.1 " CLIN 0001 - REMOVE AND REPLACE BROKEN BRICK" g4ecctgh
Amendment-0001 - Section 01 22 00.00 28 - Paragraph 1.2.2 " CLIN 0002 - REMOVE CRACKED MORTAR JOINTS AND REPOINT MORTAR JOINTS"
1.2.2 CLIN 0002 - REMOVE CRACKED MORTAR JOINTS AND REPOINT MORTAR JOINTS
Remove Cracked Mortar Joints And Repoint Mortar Joints is measured for payment by the linear foot (LF). Payment is made at the unit price (LF) for CLIN 0002, "REMOVE CRACKED MORTAR JOINTS AND REPOINT MORTAR JOINTS", which price and payment is full compensation for all equipment, labor, and materials required for the removal, disposal, and replacement of damaged mortar for brick veneer, complete, as specified and approved.
1.2.3 CLIN 0003 - REPAIR BRICK MASONRY CRACKS
Repair brick masonry cracks is measured for payment by the linear foot (LF). Payment is made at the unit price (LF) for CLIN 0003, "REPAIR BRICK MASONRY CRACKS", which price and payment is full compensation for all equipment, labor, and materials required for the removal, disposal, and replacement of damaged brick masonry, complete, as specified and approved.
1.2.3 CLIN 0003 - REMOVE AND REPLACE ELASTOMERIC SEALANT JOINTS
Remove and replace elastomeric sealant joints is measured for payment by the linear foot (LF). Payment is made at the unit price (LF) for CLIN 0003, "REMOVE AND REPLACE ELASTOMERIC SEALANT JOINTS", which price and payment is full compensation for all equipment, labor, and materials required for the removal, disposal, and replacement of damaged elastomeric sealant joints, complete, as specified and approved.
1.2.4 CLIN 0004 - REMOVE AND REPLACE COPING
Remove and replace coping is measured for payment by the linear foot (LF).
Payment is made at the unit price (LF) for CLIN 0004, "Replace Coping", which price and payment is full compensation for all equipment, labor, and materials required for the removal, disposal, and replacement of coping, complete, as specified and approved.
1.2.4 CLIN 0004 - REMOVE AND REPLACE SHEET METAL PARAPET CAP
Remove and replace sheet metal parapet cap is measured for payment by the linear foot (LF). Payment is made at the unit price (LF) for CLIN 0004, "REMOVE AND REPLACE SHEET METAL PARAPET CAP", which price and payment is full compensation for all equipment, labor, and materials required for the removal, disposal, and replacement of sheet metal parapet cap, complete, as specified and approved.
1.2.5 CLIN 0005 - CLEAN BRICK VENEER and ARCHITECTURAL PRECAST CONCRETE
Cleaning brick veneer and architectural precast concrete is measured for payment as a complete pay item (JOB). Payment is made at the lump sum price (JOB) for CLIN 0005, "CLEAN BRICK VENEER AND ARCHITECTURAL PRECAST CONCRETE", which price and payment is full compensation for all equipment, labor, and materials required to clean exterior brick veneer and architectural precast concrete surfaces of the HQ building and designated site features in preparation for application of a water repellent, complete, as specified and approved.
1.2.6 CLIN 0006 - BRICK VENEER WATER REPELLANT APPLICATION
Brick veneer water repellent application is measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price (JOB) for CLIN 0006, "BRICK VENEER WATER REPELLANT APPLICATION", which price and
SECTION 01 22 00.00 28 Page 4 Amendment - 0001 g4ecctgh Line Amendment-0001 - Section 01 22 00.00 28 - Paragraph 1.2.2 " CLIN 0002 - REMOVE CRACKED MORTAR JOINTS AND REPOINT MORTAR JOINTS" Continued g4ecctgh Line Amendment-0001 - Section 01 22 00.00 28 - Paragraph 1.2.3 " CLIN 0003 - REMOVE AND REPLACE ELASTOMERIC SEALANT JOINTS" g4ecctgh
Amendment-0001 - Section 01 22 00.00 28 - Paragraph 1.2.4 " CLIN 0004 - "REMOVE AND REPLACE SHEET METAL PARAPET CAP" payment is full compensation for all equipment, labor, and materials required for the brick veneer water repellent application process, complete, as specified and approved.
1.2.7 CLIN 0007 - ARCHITECTURAL PRECAST CONCRETE WATER REPELLENT
APPLICATION
Architectural precast concrete water repellent application is measured for payment as a complete pay item (JOB). Payment is made at the lump sum price (JOB) for CLIN 0007, "ARCHITECTURAL PRECAST CONCRETE WATER REPELLENT APPLICATION", which price and payment is full compensation for all equipment, labor, and materials required for the architectural precast concrete water repellent application process, complete, as specified and approved.
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION (Not Applicable)
-- End of Section --
SECTION 01 22 00.00 28 Page 5
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SECTION 01 22 00.00 28 Page 6
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 35 29.10 28
GOVERNMENTAL SAFETY REQUIREMENTS
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 ENGINEER FORMS
1.4 DEFINITIONS
1.4.1 Competent Person (CP)
1.4.2 High Hazard Work Group Activities
1.4.3 High Visibility Accident
1.4.4 Load Handling Equipment (LHE)
1.4.5 Medical Treatment
1.4.6 Near Miss
1.4.7 Operating Envelope
1.4.8 Qualified Person (QP)
1.4.9 Recordable Injuries or Illnesses
1.4.10 USACE Property and Equipment
1.4.11 Load Handling Equipment (LHE) Accident or Load Handling
Equipment Mishap
1.5 MONTHLY EXPOSURE REPORTS
1.6 REGULATORY REQUIREMENTS
1.7 SITE QUALIFICATIONS, DUTIES, AND MEETINGS
1.7.1 Personnel Qualifications
1.7.1.1 Site Safety and Health Officer (SSHO)
1.7.1.2 Competent Person Qualifications
1.7.1.3 Qualified Trainer Requirements
1.7.2 Meetings
1.7.2.1 Preconstruction Meeting
1.7.2.2 Safety Meetings
1.8 ACCIDENT PREVENTION PLAN (APP)
1.8.1 Plans
1.8.1.1 Fall Protection and Prevention (FP&P) Plan
1.8.1.2 Rescue and Evacuation Plan
1.8.1.3 Silica Compliance Plan
1.8.1.4 Standard Lift Plan (SLP)
1.8.1.5 Hazardous Energy Control Program (HECP)
1.8.1.6 Emergency Action Plan (EAP)
1.9 ACTIVITY HAZARD ANALYSIS (AHA)
1.9.1 AHA Signature Log
1.10 LOCKOUT/TAGOUT (LOTO)-SAFE CLEARANCE OR HAZARDOUS ENERGY CONTROL
PROGRAM (HECP) PROCEDURES
1.10.1 Safe Clearance Training
1.11 DISPLAY OF SAFETY INFORMATION
1.11.1 Safety Bulletin Board
1.11.2 Safety and Occupational Health (SOH) Deficiency Tracking
System
1.12 SITE SAFETY REFERENCE MATERIALS
SECTION 01 35 29.10 28 Page 1
1.13 EMERGENCY MEDICAL TREATMENT
1.14 NOTIFICATIONS and REPORTS
1.14.1 Mishap Notification
1.14.2 Accident Reports
1.14.3 LHE Inspection Reports
1.14.4 Certificate of Compliance and Pre-lift Plan/Checklist for LHE and Rigging
1.14.5 Contractor Mobile Lift Equipment
1.14.5.1 Mobile Lift Wheel Loading
1.14.5.2 Safe Operating Procedures for Mobile Lifts
1.15 SEVERE STORM PLAN
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION
3.1 CONSTRUCTION AND OTHER WORK
3.1.1 Worksite Communication
3.1.2 Hazardous Material Exclusions
3.1.3 Unforeseen Hazardous Material
3.2 PRE-OUTAGE COORDINATION MEETING
3.3 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)
3.4 FALL PROTECTION PROGRAM
3.4.1 Training
3.4.2 Fall Protection Equipment and Systems
3.4.2.1 Additional Personal Fall Protection
3.4.2.2 Personal Fall Protection Harnesses
3.4.3 Fall Protection for Roofing Work
3.4.4 Flexible Horizontal Lifelines (HLL)
3.4.5 Guardrails and Safety Nets
3.4.6 Rescue and Evacuation Plan and Procedures
3.5 WORK PLATFORMS
3.5.1 Scaffolding
3.5.2 Elevated Aerial Work Platforms (AWP's)
3.6 EQUIPMENT
3.6.1 Material Handling Equipment (MHE)
3.6.2 Load Handling Equipment (LHE)
3.6.3 Machinery and Mechanized Equipment
3.6.4 Explosives
-- End of Section Table of Contents --
SECTION 01 35 29.10 28 Page 2 Amendment - 0001 g4ecctgh
Amendment-0001 - Section 01 35 29.10 28 Sub-paragraph 1.14.5.1 "Mobile Lift Wheel Loading"
SECTION 01 35 29.10 28
GOVERNMENTAL SAFETY REQUIREMENTS
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
AMERICAN SOCIETY OF SAFETY PROFESSIONALS (ASSP)
ASSP A10.34 (2021) Protection of the Public on or Adjacent to Construction Sites
ASSP A10.44 (2020) Control of Energy Sources (Lockout/Tagout) for Construction and Demolition Operations
ASSP Z244.1 (2016) The Control of Hazardous Energy Lockout, Tagout and Alternative Methods
ASSP Z359.0 (2018) Definitions and Nomenclature Used for Fall Protection and Fall Arrest
ASSP Z359.1 (2020) The Fall Protection Code
ASSP Z359.2 (2017) Minimum Requirements for a Comprehensive Managed Fall Protection Program
ASSP Z359.3 (2019) Safety Requirements for Lanyards and Positioning Lanyards
ASSP Z359.4 (2013) Safety Requirements for Assisted-Rescue and Self-Rescue Systems, Subsystems and Components
ASSP Z359.6 (2016) Specifications and Design Requirements for Active Fall Protection Systems
ASSP Z359.7 (2019) Qualification and Verification Testing of Fall Protection Products
ASSP Z359.11 (2021) Safety Requirements for Full Body Harnesses
ASSP Z359.12 (2019) Connecting Components for Personal Fall Arrest Systems
ASSP Z359.13 (2013) Personal Energy Absorbers and Energy Absorbing Lanyards
SECTION 01 35 29.10 28 Page 3
ASSP Z359.14 (2021) Safety Requirements for Self-Retracting Devices for Personal Fall Arrest and Rescue Systems
ASSP Z359.15 (2014) Safety Requirements for Single Anchor Lifelines and Fall Arresters for Personal Fall Arrest Systems
AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)
ASME B30.20 (2018) Below-the-Hook Lifting Devices
ASME B30.22 (2023) Articulating Boom Cranes
ASME B30.26 (2015; R 2020) Rigging Hardware
ASME B30.3 (2020) Tower Cranes
ASME B30.5 (2021) Mobile and Locomotive Cranes
ASME B30.8 (2020) Floating Cranes and Floating Derricks
ASME B30.9 (2018) Slings
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 10 (2022; ERTA 1 2021) Standard for Portable Fire Extinguishers
NFPA 241 (2022) Standard for Safeguarding Construction, Alteration, and Demolition Operations
NFPA 70 (2023; ERTA 4 2023; ERTA 5 2023; ERTA 6
2023) National Electrical Code
NFPA 70E (2024) Standard for Electrical Safety in the Workplace
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 Safety and Occupational Health Requirements
The Contractor is responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1910 Occupational Safety and Health Standards
29 CFR 1910.29 (Nov 2016) Fall Protection System and Falling Object Protection - Criteria and Practices
29 CFR 1910.146 Permit-required Confined Spaces
29 CFR 1910.147 Control of Hazardous Energy (Lock Out/Tag
SECTION 01 35 29.10 28 Page 4
Out)
29 CFR 1910.333 Selection and Use of Work Practices
29 CFR 1915.89 Control of Hazardous Energy (Lockout/Tags-Plus)
29 CFR 1926 Safety and Health Regulations for Construction
29 CFR 1926.16 Rules of Construction
29 CFR 1926.450 Scaffolds
29 CFR 1926.500 Fall Protection
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals having an "I" designation are for information only. A designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Accident Prevention Plan (APP) ; G, C
Activity Hazard Analysis (AHA) ; G, C
Standard Lift Plan ; G, C
Safe Operating Procedures For Mobile Lifts ; I, C
Competent Person Qualifications ; G, C
Site Safety And Health Officer (SSHO) Designation Letter ; G, C
Mobile Lift Wheel Loading ; G, ST
Silica Compliance Plan ; G, C
SD-06 Test Reports
Notifications and Reports ; I, C
Accident Reports ; I, C
LHE Inspection Reports ; I, C
SD-07 Certificates
Certificate of Compliance ; I, C
Competent Person Trainer ; G, C
1.3 ENGINEER FORMS
All Engineer Forms (ENG FORM) referenced in this SECTION are available
SECTION 01 35 29.10 28 Page 5 online at the following location:
https://www.publications.usace.army.mil/USACE-Publications/Engineer-Forms/
NOTE: If Forms produce a "Please Wait" screen, click on the "Download" tab and download the file to your computer. Open the file in Adobe and click the "Enable All Features" tab.
1.4 DEFINITIONS
1.4.1 Competent Person (CP)
a. CP is a person meeting the requirements as defined in EM 385-1-1 , and must meet the following requirements:
1. Been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the program.
2. Through training, knowledge and experience be able to correctly identify, evaluate and address existing and potential hazards.
3. Has the authority to take prompt corrective measures with regard to specified hazards.
b. CP's are required by the EM 385-1-1 for the following:
1. Confined Space ( 29 CFR 1910.146 )
2. Cranes and Rigging (ASME B30)
3. Excavation and Trenching ( 29 CFR 1926 Subpart P 651, 652, 653)
4. Fall Protection ( ASSP Z359.14 , 29 CFR 1910.29 and 140;
29 CFR 1926 Subpart M) and Scaffolding ( 29 CFR 1926.450 Subpart L).
See "Competent Person Qualifications" paragraph for additional information.
1.4.2 High Hazard Work Group Activities
High Hazard Work Group (HHWG) Activities are activities that involve work at heights, crane and rigging, excavations and trenching, scaffolding, electrical work, underwater diving, and confined space entry.
1.4.3 High Visibility Accident
A High Visibility Accident is any mishap which may generate publicity or high visibility.
1.4.4 Load Handling Equipment (LHE)
LHE is a term used to describe cranes, hoists and all other hoisting equipment (hoisting equipment means equipment, including crane, derricks, hoists and power operated equipment used with rigging to raise, lower or horizontally move a load).
1.4.5 Medical Treatment
Medical Treatment is treatment administered by a physician, or registered
SECTION 01 35 29.10 28 Page 6 professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.
1.4.6 Near Miss
A Near Miss is a mishap resulting in no personal injury and zero property damage, but given a shift in time or position, damage or injury may have occurred (e.g., a worker falls off a scaffold and is not injured; a crane swings around to move the load and narrowly misses a parked vehicle).
1.4.7 Operating Envelope
The Operating Envelope is the area surrounding any crane or load handling equipment. Inside this "envelope" is the crane, the operator, riggers and crane walkers, other personnel involved in the operation, rigging gear between the hook, the load, the crane's supporting structure (i.e. ground or rail), the load's rigging path, the lift and rigging procedure.
1.4.8 Qualified Person (QP)
A QP is a person meeting the requirements of EM 385-1-1 , and ASSP Z359.0 , with a recognized degree or professional certificate and with extensive knowledge, training and experience in the fall protection and rescue field who is capable of designing, analyzing, and evaluating and specifying fall protection and rescue systems.
1.4.9 Recordable Injuries or Illnesses
Recordable Injuries or Illnesses are any work-related injury or illness that results in:
a. Death, regardless of the time between the injury and death, or the length of the illness;
b. Days away from work (any time lost after day of injury/illness onset);
c. Restricted work;
d. Transfer to another job;
e. Medical treatment beyond first aid;
f. Loss of consciousness; or
g. A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (a) through (f) above.
1.4.10 USACE Property and Equipment
Interpret "USACE" property and equipment specified in USACE EM 385-1-1 as Government property and equipment.
1.4.11 Load Handling Equipment (LHE) Accident or Load Handling Equipment Mishap
A LHE accident occurs when any one or more of the eight elements in the
SECTION 01 35 29.10 28 Page 7 operating envelope fails to perform correctly during operation, including operation during maintenance or testing resulting in personnel injury or death; material or equipment damage; dropped load; derailment;
two-blocking; overload; or collision, including unplanned contact between the load, crane, or other objects. A dropped load, derailment, two-blocking, overload and collision are considered accidents, even though no material damage or injury occurs. A component failure (e.g., motor burnout, gear tooth failure, bearing failure) is not considered an accident solely due to material or equipment damage unless the component failure results in damage to other components (e.g., dropped boom, dropped load, or roll over). Document any mishap that meets the criteria described in the ENG FORM 3394 MISHAP NOTIFICATION AND INVESTIGATION.
1.5 MONTHLY EXPOSURE REPORTS
Enter your exposure hours in the applicable module under the QA/QC radial button in the Government's Resident Management System when submitting each monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both Prime and sub-contractor.
Failure to submit the report may result in retention of up to 10 percent of the voucher.
1.6 REGULATORY REQUIREMENTS
In addition to the detailed requirements included in the provisions of this contract, comply with the most recent edition of USACE EM 385-1-1 , and all federal, state, and local laws. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.
1.7 SITE QUALIFICATIONS, DUTIES, AND MEETINGS
1.7.1 Personnel Qualifications
1.7.1.1 Site Safety and Health Officer (SSHO)
Provide an SSHO that meets the requirements of EM 385-1-1 Chapter 2. The SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the project. Provide a Safety oversight team that includes a minimum of one
(1) person at each project site to function as the SSHO. The SSHO or an equally-qualified Alternate SSHO must be at the work site at all times, with the exception of temporary absences less than 24 hours discussed below, to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO and Alternate SSHO must have the required training, experience, and qualifications in accordance with EM 385-1-1 Chapter 2-3.b, and all associated sub-paragraphs including the following.
The SSHO is required to be employed by the Prime Contractor. The SSHO can be assi gned as t he Pr oj ect Super i nt endent on t hi s pr oj ect . The SSHO must also meet the following requirements:
a. A minimum of 5 years safety work on similar projects.
b. 30-hour OSHA construction safety class or equivalent within the last 5 years.
SECTION 01 35 29.10 28 Page 8
c. Provide documentation that shows the completion of a minimum of 8 hours of formal, on-line, or self-study safety and health related coursework each year during the last five (5) years.
d. See USACE EM 385-1-1 Chapter 2 for additional qualification requirements.
e. ENG FORM 6282, Site Safety and Health Officer (SSHO) Designation Letter .
If the SSHO is off-site for a period longer than 24 hours, an equally-qualified alternate SSHO must be provided and must fulfill the same roles and responsibilities as the primary SSHO.
The SSHO must comply with EM 385-1-1 Chapter 2-4.b.
1.7.1.2 Competent Person Qualifications
Provide Competent Persons (CP) in accordance with EM 385-1-1 , See Chapter 2-4.c for CP qualifications and herein. CP for high risk activities include confined space, cranes and rigging, excavation/trenching, fall protection, and electrical work. The CP for these activities must be designated in writing, and meet the requirements for the specific activity (i.e. competent person, fall protection).
The CP identified in the Contractor's Safety and Health Program and accepted Accident Prevention Plan, must be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. Provide CP(s) credentials to the Contracting Officer for information in consultation with the Safety Office.
1.7.1.3 Qualified Trainer Requirements
Individuals who are qualified to instruct the 40 hour contract safety awareness course, or portions thereof, must meet the definition of a Competent Person Trainer , and, at a minimum, possess a working knowledge of the following subject areas: EM 385-1-1 , Electrical Standards, Lockout/Tagout, Fall Protection, and Scaffolds in accordance with 29 CFR 1926.450 , Subpart L. Submit Certification of Competent Person training.
Instructors are required to:
a. Prepare class presentations that cover construction-related safety requirements.
b. Ensure that all attendees attend all sessions by using a class roster signed daily by each attendee. Maintain copies of the roster for at least five (5) years. This is a certification class and must be attended 100 percent. In cases of emergency where an attendee cannot make it to a session, the attendee can make it up in another class session for the same subject.
c. Update training course materials whenever an update of the EM 385-1-1 becomes available.
d. Provide a written exam of at least 50 questions. Students are required to answer 80 percent correctly to pass.
SECTION 01 35 29.10 28 Page 9
e. Request, review and incorporate student feedback into a continuous course improvement program.
1.7.2 Meetings
1.7.2.1 Preconstruction Meeting
Refer to SECTION 01 11 01.00 28 SUPPLEMENTARY REQUIREMENT for additional requirements on the Preconstruction Meeting.
a. Contractor representatives who have a responsibility or significant role in accident prevention on the project must attend the preconstruction meeting. This includes the project superintendent, Site Safety and Occupational Health officer, quality control manager, or any other assigned safety and health professionals who participated in the development of the APP (including the Activity Hazard Analyses (AHA's) and special plans, program and procedures associated with it).
b. Discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHA's that will be developed and implemented during the performance of the contract. This list of proposed AHA's will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer as to which phases will require an analysis.
In addition, establish a schedule for the preparation, submittal, and Government review of AHA's to preclude project delays.
c. Deficiencies in the submitted APP, identified during the Contracting Officer's review, must be corrected, and the APP re-submitted for review prior to the start of construction.
1.7.2.2 Safety Meetings
Conduct safety meetings to review past activities, plan for new or changed operations, review pertinent aspects of appropriate AHA (by trade), establish safe working procedures for anticipated hazards, and provide pertinent Safety and Occupational Health (SOH) training and motivation.
Conduct meetings at least once a month for all supervisors on the project location. The SSHO, supervisors , foremen must conduct meetings at least once a week for the trade workers. Document meeting minutes to include the date, persons in attendance, subjects discussed, and names of individual(s) who conducted the meeting. Maintain documentation on-site and furnish copies to the Contracting Officer on request. Notify the Contracting Officer of all scheduled meetings Seven (7) calendar days in advance.
1.8 ACCIDENT PREVENTION PLAN (APP)
Prepare the APP in accordance with the format and requirements of EM 385-1-1 . A qualified person must prepare the written, site-specific APP on ENG FORM 6293, Accident Prevention Plan (APP) Worksheet. The following conditions apply:
1. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors.
2. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the
SECTION 01 35 29.10 28 Page 10 penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting subcontractor operations to ensure that accident prevention responsibilities are being carried out.
3. If English is not the foreman's primary language, the Prime Contractor must provide an interpreter.
Submit the APP to the contracting Officer Fi f t een ( 15) cal endar days prior to the date of the preconstruction conference for acceptance. Work cannot precede without an accepted APP. Once reviewed and accepted by the contracting Officer, the APP and attachments will be enforced as part of the contract.
1. Disregarding the provisions of this contract or the accepted APP is cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified.
2. Continuously review and amend the APP, as necessary, throughout the life of the contract. Changes to the accepted APP must be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and Quality Control Manager.
3. Incorporate unusual or high-hazard activities not identified in the original APP as they are discovered. Should any severe hazard exposure (i.e. imminent danger) become evident, stop work in the area, secure the area, and develop a plan to remove the exposure and control the hazard. Notify the Contracting Officer within 24 hours of discovery. Eliminate and remove the hazard.
4. In the interim, take all necessary action to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ASSP A10.34 ), and the environment.
1.8.1 Plans
Provide plans in the APP as well as required names and qualifications, in accordance with the requirements outlined in EM 385-1-1 , including the following:
1.8.1.1 Fall Protection and Prevention (FP&P) Plan
The plan must comply with the requirements of EM 385-1-1 , Chapter 21-7 and ASSP Z359.2 . Be site specific, and address all fall hazards in the work place and during different phases of construction. Address how to protect and prevent workers from falling to lower levels when they are exposed to fall hazards above 6 feet . A competent person or qualified person for fall protection must prepare and sign the plan documentation. Include fall protection and prevention systems, equipment and methods employed for every phase of work, roles and responsibilities, assisted rescue, self-rescue and evacuation procedures, training requirements, and monitoring methods. Review and revise, as necessary, the Fall Protection and Prevention Plan documentation as conditions change, but at a minimum every six months, for lengthy projects, reflecting any changes during the course of construction due to changes in personnel, equipment, systems or work habits. Keep and maintain the accepted Fall Protection and Prevention Plan documentation at the job site for the duration of the project. Include the Fall Protection and Prevention Plan documentation in the Accident Prevention Plan (APP).
SECTION 01 35 29.10 28 Page 11
1.8.1.2 Rescue and Evacuation Plan
Provide a Rescue and Evacuation Plan in accordance with EM 385-1-1 Chapter 21-7.a and ASSP Z359.2 , and include in the FP&P Plan and as part of the APP. Include a detailed discussion of the following: methods of rescue;
methods of self-rescue; equipment used; training requirement; specialized training for the rescuers; procedures for requesting rescue and medical assistance; and transportation routes to a medical facility.
1.8.1.3 Silica Compliance Plan
Develop a site specific silica compliance plan in accordance with EM 385-1-1, 29 CFR 1910.1053 and 29 CFR 1926.1153.
1.8.1.4 Standard Lift Plan (SLP)
Plan lifts to avoid situations where the operator cannot maintain safe control of the lift. Prepare a written SLP in accordance with EM 385-1-1 , Chapter 16-7.b., using Crane Standard Lift Plan, ENG FORM 6203.
Use ENG FORM 6203 for every lift or series of lifts (if duty cycle or routine lifts are being performed). The SLP must be developed, reviewed and accepted by all personnel involved in the lift in conjunction with the associated AHA. Signature on the AHA constitutes acceptance of the plan.
Maintain the SLP on the LHE for the current lift(s) being made. Maintain historical SLP's for a minimum of 3 months.
1.8.1.5 Hazardous Energy Control Program (HECP)
Develop a HECP in accordance with EM 385-1-1 , 29 CFR 1910.147 , 29 CFR 1910.333 , 29 CFR 1915.89 , ASSP Z244.1 , and ASSP A10.44 . Submit this HECP as part of the Accident Prevention Plan (APP). Conduct a preparatory meeting and inspection with all affected personnel to coordinate all HECP activities. Document this meeting and inspection in accordance with EM 385-1-1 . Ensure that each employee is familiar with and complies with these procedures.
1.8.1.6 Emergency Action Plan (EAP)
The Contractor shall ensure that its personnel at Government facilities are familiar with the Government's emergency evacuation plans and procedures specific to that facility. At the Pre-work Meeting, both the Contractor and the Government shall designate points of contact for proper coordination of the EAP and to help ensure efficient and rapid evacuation of the facility.
The Contractor shall, prior to submitting their APP, coordinate with the point of contact for that Government facility to discuss conditions where an evacuation may be necessary, specific evacuation plans to include routes and exits, any employees to remain after evacuation notification to shut-down critical operations and/or perform other duties before evacuating, employee accounting post-evacuation, and any special equipment for employees.
The Contractor shall then develop an EAP based upon EM 385-1-1 , Chapter 36, paragraph 1.g (29 CFR 1910.38, Emergency Action) and paragraph 1.j (29 CFR 1926.35, Employee Emergency Action Plan), include it in their APP, and ensure that all Contractor and Sub-contractor personnel are trained and
SECTION 01 35 29.10 28 Page 12 familiar with the EAP.
Failure by any Contractor or their Sub-contractor personnel to comply with the EAP may be cause for removal from Government facilities at the Contractor's expense.
1.9 ACTIVITY HAZARD ANALYSIS (AHA)
AHA requirements are in EM 385-1-1 Chapter 2-6.
Before beginning each activity, task or Definable Feature of Work (DFOW) involving a type of work presenting hazards not experienced in previous project operations, or where a new work crew or subcontractor is to perform the work, the Contractor(s) performing that work activity must prepare an AHA. AHA's must be developed by the Prime Contractor, subcontractor, or supplier performing the work, and provided for Prime Contractor review and approval before submitting to the Contracting Officer. AHA's must be signed by the SSHO, Superintendent, QC Manager and the subcontractor Foreman performing the work. Submit the AHA for review at least thirty (30) calendar days prior to the start of each activity task. The Government reserves the right to require the Contractor to revise and resubmit the AHA if it fails to effectively identify the work sequences, specific anticipated hazards, site conditions, equipment, materials, personnel and the control measures to be implemented.
Develop the activity hazard analyses using the Project Schedule as the basis for the activities performed. Any activities listed on the Project Schedule requires an AHA to be completed. Use ENG FORM 6206, Activity Hazard Analysis (AHA) to complete an AHA.
AHA's must identify competent persons required for phases involving high risk activities, including confined entry, crane and rigging, excavations, trenching, electrical work, fall protection, and scaffolding.
1.9.1 AHA Signature Log
Each employee performing work as part of an activity, task or DFOW must review the AHA for that work and sign a signature log specifically maintained for that AHA prior to starting work on that activity. The SSHO must maintain a signature log on site for every AHA. Provide employees whose primary language is other than English, with an interpreter to ensure a clear understanding of the AHA and its contents.
1.10 LOCKOUT/TAGOUT (LOTO)-SAFE CLEARANCE OR HAZARDOUS ENERGY CONTROL
PROGRAM (HECP) PROCEDURES
All contractor work on site shall meet the requirements of "Safety and Occupational Health Office; Safe Clearance Program for the Control of Hazardous Energy, NWWP 385-1-20" and EM 385-1-1. A digital copy may be obtained from the COR upon request. Safe Clearance procedures are used by the Headquarters building Logistic personnel and Contractor personnel to protect personnel, equipment and the environment as well as ensuring continuity of service. Any work performed by the Contractor that requires taking project operated equipment out of service shall be done only after a formal clearance is obtained through the Government. Violations will be reported to the Issuing Authority and violations may result in disciplinary action ranging from retraining to removal of safe clearance authorization.
SECTION 01 35 29.10 28 Page 13
For jobs with multiple tasks that require AHA's, the Contractor shall prepare and submit an Activity Hazard Analysis (AHA) on the first feature of work that requires a clearance request. A comprehensive AHA is required for all jobs. AHA requirements will be verified at the Pre-construction meeting.
The following applies to LOTO and HEC procedures:
a. The Government will provide Safe Clearance Tags and will issue Isolation Locks to Contractors for clearances using the Government Safe Clearance Procedures. The contractor shall provide their own personal safety locks, meeting OSHA standards, for use with the government's safe clearance procedures. See NWWP 385-1-20, Chapter 6 - Locks and Tags, and Chapter 10 - Contractor Personnel for further guidance.
b. Government HEC procedures shall be used on equipment/systems owned by the Government. It shall also be used on all points interfacing with Government owned equipment/systems. In instances where equipment is owned by the Contractor, not yet turned over to the Government, or Equipment which is not tied into Government energy sources, the Contractor may use their own Lockout/Tagout Program.
Contractor Programs shall be pre-approved by the Responsible Official.
c. The names of Authorized Individuals shall be submitted to the KO prior to the Pre-Construction Meeting. Project-specific training will be given by the Operations Chief or designee and will be no more than 30 minutes in length. Project-specific training will be provided only to the Contractor's Authorized Individuals. The Authorized Individuals shall be required to brief their work crews and subcontractors of any project-specific clearance information. Training is only required once per year and is, with the exception of project-specific training, valid for every facility within the Walla Walla District.
1.10.1 Safe Clearance Training
Contractor, subcontractor, vendors and visitors shall take the appropriate level of HEC Procedure training commensurate with their job duties.
Contractors shall have, at a minimum, two individuals per shift trained as Authorized Individuals. All contractor personnel working in areas under a Safe Clearance shall be trained as Affected Persons. Any non-working personnel, vendors and visitors, that will be entering an area under Safe Clearance shall take awareness level training. Training and written tests for the modules below shall be completed on-line prior to commencing on-site work. Time estimates for training follow:
a. Awareness Level Training: Approximately 1 hour (non-working personnel, vendors and visitors).
b. Affected Persons: Approximately 2 hours in addition to Awareness Level training.
c. Authorized Individuals: Approximately 3 hours in addition to Awareness Level training and Affected Personnel Training.
All costs for this training are considered incidental to the work, and therefore, no additional payment will be made. Training is an annual requirement and will expire one year from completion date. Training is
SECTION 01 35 29.10 28 Page 14 provided by HSI Learning Management System and is available on line at:
https://hecp.vividlms.com/
NOTE: The link will see a "Platform Upgrade Notice" when you click on the link. Ignore the upgrade notice and click on the "Sign Up Here" tab at the bottom of the page to continue.
Cost for the training is displayed on the home page. Submit the training completion certification a minimum of seven days prior to the individual's arrival at site. Maintain training documentation on site, including the individual's name and date of training completion, in accordance with NWWP 385-1-20.
1.11 DISPLAY OF SAFETY INFORMATION
1.11.1 Safety Bulletin Board
Within one (1) calendar day(s) after commencement of work, erect a safety bulletin board at the job site. Where size, duration, or logistics of project do not facilitate a bulletin board, an alternative method, acceptable to the Contracting Officer, that is accessible and includes all mandatory information for employee and visitor review, may be deemed as meeting the requirement for a bulletin board. Include and maintain information on safety bulletin board as required by EM 385-1-1 , Chapter 2-8.f.2 SOH Bulletin Board.
1.11.2 Safety and Occupational Health (SOH) Deficiency Tracking System
Establish a SOH deficiency tracking system that lists and monitors the status of SOH deficiencies in chronological order. Use the tracking system to evaluate the effectiveness of the APP. A monthly evaluation of the data must be discussed in the QC or SOH meeting with everyone on the project. The list must be posted on the project bulletin board and updated daily, and provide the following information:
a. Date deficiency identified;
b. Description of deficiency;
c. Name of person responsible for correcting deficiency;
d. Projected resolution date;
e. Date actually resolved.
1.12 SITE SAFETY REFERENCE MATERIALS
Maintain safety-related references applicable to the project, including those listed in paragraph REFERENCES. Maintain applicable equipment manufacturer's manuals.
1.13 EMERGENCY MEDICAL TREATMENT
Contractors must arrange for their own emergency medical treatment.
Government has no responsibility to provide emergency medical treatment.
SECTION 01 35 29.10 28 Page 15
1.14 NOTIFICATIONS and REPORTS
1.14.1 Mishap Notification
Notify the Contracting Officer after any mishaps, including recordable accidents, incidents, and near misses, as defined in EM 385-1-1 . Report all mishaps as soon as possible, but not more than twenty four (24) hours after mishap occurs, to the KO by submitting ENG FORM 3394, U.S. Army Corps of Engineers Mishap Notification and Investigation.
In addition, immediately report any mishap occurring in any of the following high hazard areas to the KO. This includes electrical mishaps, to include Arc Flash; shock; uncontrolled release of hazardous energy (includes electrical and non-electrical); load handling equipment or rigging; fall from height (any level other than same surface); and underwater diving as covered in EM 385-1-1 Chapter 2-8.d. The Contractor is responsible for obtaining appropriate medical and emergency assistance and for notifying fire, law enforcement, and regulatory agencies.
Within notification include Contractor name; contract title; type of contract; name of activity, installation or location where accident occurred; date and time of accident; names of personnel injured; extent of property damage, if any; extent of injury, if known, and brief description of accident (for example, type of construction equipment used and PPE used). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on-site and Government investigation is conducted. Assist and cooperate fully with the Government's investigation(s) of any mishap.
1.14.2 Accident Reports
a. Conduct an accident investigation for recordable injuries and illnesses, property damage, and near misses as defined in EM 385-1-1 , to establish the root cause(s) of the accident. Complete the USACE Accident Report Form 3394, and provide the report to the KO within Five (5) calendar day(s) of the accident. The KO will provide copies of any required or special forms.
b. Near Misses: Report all "Near Misses" to the KO, using local mishap reporting procedures, within 24 hrs. The KO will provide the Contractor the required forms. Near miss reports are considered positive and proactive Contractor safety management actions.
c. Conduct an accident investigation for any load handling equipment accident (including rigging gear accidents) to establish the root cause(s) of the accident. Complete the USACE Accident Report Form 3394, and provide the report to the KO within Thirty (30) calendar days of the accident. Do not proceed with crane operations until cause is determined and corrective actions have been implemented to the satisfaction of the KO. The KO will provide copies of any required or special forms.
1.14.3 LHE Inspection Reports
Submit LHE inspection reports required in accordance with EM 385-1-1 and as specified herein with Daily Reports of Inspections.
SECTION 01 35 29.10 28 Page 16
1.14.4 Certificate of Compliance and Pre-lift Plan/Checklist for LHE and Rigging
Develop and Submit a Standard Lift Plan (SLP) Certificate of Compliance in accordance with EM 385-1-1 Chapter 16-7.b, using ENG FORM 6203 for each lift planned.
Post certifications on the crane. Submit SLP to the Contracting Officer for approval a minimum of Fifteen (15) calendar days in advance of planned lift.
1.14.5 Contractor Mobile Lift Equipment
1.14.5.1 Mobile Lift Wheel Loading
Contractor mobile lifts furnished for this work shall conform to all applicable OSHA Requirements and EM 385-1-1 . Submit wheel loading data for all lifts used approval at least Thirty (30) calendar days prior to driving them on the lawn and concrete walkways surrounding the HQ Building. Lifts with wheel loadings that exceed the safe bearing capacity of the existing concrete walkways will not be allowed for use. Use protective cover/s and measures for the garden, lawn and concrete areas to prevent damage caused by the heavy lift/s that are used. Any damaged garden, lawn or concrete area/s must be repaired at no cost to the Government.
1.14.5.2 Safe Operating Procedures for Mobile Lifts
Submit safe operating procedures and precautions as available from the manufacturers of all mobile lifts used for the work. This information will be used to ensure all lifts are operated within their specified safety limits.
1.15 SEVERE STORM PLAN
In the event of a severe storm warning, the Contractor must:
a. Secure outside equipment and materials and place materials that could be damaged in protected areas.
b. Check surrounding area, including roof, for loose material, equipment, debris, and other objects that could be blown away or against existing facilities.
c. Ensure that temporary erosion controls are adequate.
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION
3.1 CONSTRUCTION AND OTHER WORK
Comply with EM 385-1-1 , NFPA 70 , NFPA 70E, NFPA 241 , the APP, the AHA, Federal and State OSHA regulations, and other related submittals and activity fire and safety regulations. The most stringent standard prevails.
PPE is governed in all areas by the nature of the work the employee is performing. Use personal hearing protection at all times in designated
SECTION 01 35 29.10 28 Page 17 Amendment - 0001 g4ecctgh
Amendment-0001 - Section 01 35 29.10 28 Revised Sub-paragraph 1.14.5.1 "Mobile Lift Wheel Loading" noise hazardous areas or when performing noise hazardous tasks. Safety glasses must be worn or carried/available on each person. Mandatory PPE includes:
a. Hard Hat
b. Long Pants
c. Appropriate Safety Shoes
d. Appropriate Class Reflective Vests
3.1.1 Worksite Communication
Employees working alone in a remote location or away from other workers must be provided an effective means of emergency communications (i.e., cellular phone, two-way radios, land-line telephones or other acceptable means). The selected communication must be readily available (easily within the immediate reach) of the employee and must be tested prior to the start of work to verify that it effectively operates in the area/environment. An employee check-in/check-out communication procedure must be developed to ensure employee safety.
3.1.2 Hazardous Material Exclusions
Notwithstanding any other hazardous material used in this contract, radioactive materials or instruments capable of producing ionizing/non-ionizing radiation (with the exception of radioactive material and devices used…
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