Attachment II Specifications Final - Bldg 5_6_10 Wenatchee.pdf
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- Solicitation number
- 12905B22R0003
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This request for proposal solicits fixed-price bids for the renovation of Greenhouse #6 and buildings 5 and 10 at the USDA Physiology and Pathology of Tree Fruit Research Laboratory in Wenatchee, Washington. Renovations are required for the greenhouse roof panels and walls, heating and cooling systems, electrical panels and controls. Buildings 5 and 10 require lighting, receptacle, and window system replacements. The estimated value of the contract is between $500,000 and $1,000,000. Bids are due by the date specified in Amendment 0007 issued by the Agricultural Research Service Field Research Implementation and Information Delivery Pacific West Area of the Department of Agriculture. The contract will be firm-fixed price and awarded based on best value.
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SPECIFICATIONS
RENOVATE GREENHOUSES AND
OTHER BUILDINGS:
RENOVATION OF BUILDINGS 005,
006 AND 010
USDA-ARS
PHYSIOLOGY AND PATHOLOGY OF
TREE FRUIT RESEARCH LABORATORY
WENATCHEE, WASHINGTON
Prepared For:
U.S. DEPARTMENT OF AGRICULTURE
Agricultural Research Service
(Contract – AG-32SD-C-15-0045) (Task Order – 12905B20F0069)
Prepared By:
THE JOHNSON-McADAMS FIRM, P.A.
Greenwood, Mississippi
May 4, 2021
USDA
RENOVATE GREENHOUSES AND OTHER BUILDINGS BUILDINGS 005, 006 AND 010
PROJECT TABLE OF CONTENTS
DI VI SI ON 01 - GENERAL REQUI REMENTS
01 00 01 01/20 WARRANTY OF CONSTRUCTION
01 00 11 06/20 GENERAL PARAGRAPHS
01 00 21 01/20 CONTRACTOR QUALITY CONTROL
01 33 00 08/18 SUBMITTAL PROCEDURES
01 35 26 01/20 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS
01 50 00 01/20 PROJECT CLOSEOUT
01 57 50 10/19 TEMPORARY ENVIRONMENTAL CONTROLS
01 78 23 08/15 OPERATION AND MAINTENANCE DATA
DI VI SI ON 02 - EXI STI NG CONDI TI ONS
02 41 00 05/10 DECONSTRUCTION
02 82 00 11/18 ASBESTOS REMEDIATION
02 84 16 05/20 HANDLING OF LIGHTING BALLASTS AND
LAMPS CONTAINING PCBs AND MERCURY
DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON
07 42 13 05/11 METAL WALL PANELS
07 60 00 05/17 FLASHING AND SHEET METAL
07 92 00 08/16 JOINT SEALANTS
DI VI SI ON 08 - OPENI NGS
08 51 13 05/19 ALUMINUM WINDOWS
DI VI SI ON 13 - SPECI AL CONSTRUCTI ON
13 34 13 11/11 GREENHOUSE
DI VI SI ON 22 - PLUMBI NG
22 00 00 11/15 PLUMBING, GENERAL PURPOSE
DI VI SI ON 26 - ELECTRI CAL
26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL
26 20 00 08/19 ELECTRICAL DISTRIBUTION SYSTEM
26 51 00 05/20 INTERIOR LIGHTING
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
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PROJECT TABLE OF CONTENTS Page 2
SECTION 01 00 01
WARRANTY OF CONSTRUCTION
01/20
PART 1 GENERAL
1.1 WARRANTY OF CONSTRUCTION
1.1.1 General
In addition to any other warranties set out elsewhere in this contract, the Contractor warrants that work performed under this contract conforms to the contract requirements and is free of any defect of equipment, material or design furnished, or workmanship performed by the Contractor or any of his subcontractors or suppliers at any tier. Such warranty shall continue for a period of one year from the date of final acceptance of the project. Under this warranty, the Contractor shall remedy at his own expense any such failure to conform or any such defect. In addition, the Contractor shall remedy at his own expense any damage to Government owned or controlled real or personal property, when that damage is the result of the Contractor's failure to conform to contract requirements or any such defect of equipment, material, workmanship, or design. The Contractor shall also restore any work damaged in fulfilling the terms of this clause. The Contractor's warranty with respect to work repaired or replaced hereunder will run for one year from the date of such repair or replacement.
1.1.2 Notification and Compliance
The Government shall notify the Contractor in writing within a reasonable time after the discovery of any failure, defect, or damage. Should the Contractor fail to remedy any failure, defect, or damage described in paragraph 1.1.1 above within a reasonable time after receipt of notice thereof, the Government shall have the right to replace or repair and have the cost billed to the Contractor.
1.2 EXPRESSED WARRANTY
In addition to the other rights and remedies provided by this clause, all subcontractors', manufacturers', and suppliers' warranties expressed or implied, respecting any work and materials shall, at the direction of the Government, be enforced by the Contractor for the benefit of the Government. In such case, if the Contractor's warranty under paragraph
1.1.1 above has expired, any suit directed by the Government to enforce a subcontractor's, manufacturer's, or supplier's warranty shall be at the expense of the Government. The Contractor shall obtain any warranties which the subcontractors, manufacturers, or suppliers would give in normal commercial practice. If so directed by the Contracting Officer, the Contractor shall require any such warranties to be executed in writing to the Government.
1.3 LATENT DEFECTS
The Warranty specified herein shall not limit the Government's rights with respect to latent defects, gross mistake, or fraud.
SECTION 01 00 01 Page 1
PART 2 PRODUCTS
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PART 3 EXECUTION
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SECTION 01 00 01 Page 2
SECTION 01 00 11
GENERAL PARAGRAPHS
06/20
PART 1 GENERAL
1.1 DESCRIPTION OF WORK
1.1.1 Work To Be Done
The work to be done consists of furnishing all labor, materials, and equipment and performing all work in strict accordance with these specifications for USDA Tree Fruit Lab Research Facility in Wenatchee in Wenatchee, WA. Bidder shall provide Base Bid pricing and Alternate pricing as defined in the contract documents.
1.1.2 Location
The site of work is at the USDA Tree Fruit Lab Research Facility in Wenatchee, WA.
1.1.3 Principal Features of Work
BASE BI D:
B005 - SHOP FACILITY RENOVATION will include the following items:
Remove and replace lighting through out facility with new led fixtures.
Remove and replace receptacles through out office and storage spaces to meet current code, include GFCI as required. This work may include replacement of all wiring from panel to receptacle locations. Surface mounted conduit and new receptacles are acceptable in lieu of pulling wiring through existing conduit.
B006 - GREENHOUSE RENOVATION will include the following items:
New polycarbonate roof panels system and new wall system at exhaust wall (east side). Sealant used as part of the polycarbonate panel system contains asbestos (see report for locations) and will need to be remediated as part of this work.
Remove and replace existing fuel-fired heating system.
Remove and replace existing cooling system (wall and ceiling fan exhausts and evaporative cooler system).
Remove and replace existing electrical panel system, include new programmable controls for heat, cooling and lighting for each bay.
ALTERNATE BI D I TEM #1:
B005 - SHOP FACILITY RENOVATION will include the following items:
Remove, salvage and replace metal wall panels at north faÇade to match existing addition.
SECTION 01 00 11 Page 1
Remove damaged wall panels at east and south faÇades as shown on drawings and replace with salvaged panels from north faÇade.
ALTERNATE BI D I TEM #2:
B005 - SHOP FACILITY RENOVATION will include the following items:
Remove and replace window systems with new thermally-broken single-hung windows with insect screens and insulated glazing units. Existing windows system sealant contains asbestos (see report for locations) and will need to be remediated as part of this work.
ALTERNATE BI D I TEM #3:
B010 - HAZMAT STORAGE BUILDING RENOVATION WORK:
Remove and replace electrical meter and panel system serving this facility. The system is near the end of its statistical life, coordinate new meter with P.U.D.
1.2 SITE VISIT
A site visit and inspection tour will be held at USDA Tree Fruit Lab Research Facility in Wenatchee, WA. All potential bidders will be notified of the exact time and date and are strongly urged to attend the site visit. Inspection may only be made at this time, unless prior written approval is obtained to inspect at another date and time.
Contact:
U.S. Department of Agriculture, ARS Attn: Dr. James Mattheis or Michael Tonge
USDA TREE FRUIT LAB RESEARCH FACILITY
1104 N Western Ave.
Wenatchee, WA 98801 james.mattheis@usda.gov michael.tonge@usda.gov 509-664-2280
1.3 COORDINATION OF WORK
1. Work space and space available for storing materials shall be subject to the approval of the Contracting Officer. Do not store materials and equipment in other than assigned areas.
2. Execute work so as to interfere as little as possible with normal functioning of the facility, including operations of utility services and any existing equipment, and with work being done by others.
3. Minimize interference of construction activities with the flow of traffic by keeping roads, walks and entrances to grounds, to parking areas and to occupied areas of buildings clear of construction materials, debris, construction equipment and vehicles except where noted on plans or in specifications. Provide unobstructed access to areas required to remain in operation.
4. The Contractor shall complete all work within 180 consecutive calendar days after Notice to Proceed. Within 14 calendar days after
SECTION 01 00 11 Page 2
Contract Award, the Contractor shall provide the Government with a detailed schedule of dates on which the Contractor plans to accomplish the work. In addition, the Contractor shall notify the Contracting Officer 20 days in advance of starting work. A planned work schedule shall be submitted to the Contracting Officer for approval. The schedule shall include a detailed description of the methods and equipment to be used for each operation and the sequence of operations. This schedule shall be updated monthly and submitted to the Contracting Officer for approval.
5. The Contractor shall take all measures and provide all material necessary for protecting existing equipment, property, and ongoing operations in affected areas of construction against dust, noise and debris.
6. Power sources for the Contractor's operations will be available and supplied by the Government to the Contractor as long as its use does not interfere with the operations of the Government's facilities. Water sources will be available and supplied by the Government to the Contractor as long as its use does not interfere with the operations of any building. The Contractor is responsible for extending utility sources to his work locations. Such extensions shall be removed after work is completed, to the satisfaction of the Contracting Officer.
7. All references in the specifications to the Contracting Officer and Contracting Officer's Representative shall constitute referrals initially to the Contracting Officer's Representative.
8. Contractor shall provide sanitary facilities for use by his employees and the employees of his subcontractors working on job site.
1.4 DRAWINGS
All dimensions shown of existing work and all dimensions required for work that is to be connected with existing work shall be verified by the Contractor by actual field measurements. Any work at variance with that specified or shown on the drawings, shall not be performed by the Contractor until the Contractor has received approval in writing from the Contracting Officer.
1.5 MATERIAL SAFETY DATA SHEETS (MSDS)
Material Safety Data Sheets must be submitted to the Contracting Officer prior to the commencement of any work with any substance that may be considered hazardous.
1.6 UTILITIES OR STRUCTURAL ITEMS CONFLICTING WITH PROPOSED CONSTRUCTION
In the event the Contractor finds an area where existing utilities or structural items conflict with proposed construction, the Contracting Officer shall be notified immediately. The Contractor shall then propose a method of solving the problem. Work shall not resume in the problem area until the Contractor has received written approval from the Contracting Officer. There shall be no additional cost to the Government.
1.7 ACCEPTANCE OF WORK
1. Final inspection will not be made until the contract work is
SECTION 01 00 11 Page 3 completed. The Contractor shall notify in writing the Contracting Officer fifteen working days prior to the date on which the work will be ready for final inspection.
2 Final inspection and acceptance of the work shown by the drawings and specifications forming a part of this contract shall not be binding or conclusive on the Government if it shall be shown that (1) the Contractor has willfully or through collusion with persons or firms engaged in the performance of the contract supplied inferior materials, equipment, or workmanship, or (2) the Contractor has otherwise departed from the terms of the contract.
PART 2 PRODUCTS
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PART 3 EXECUTION
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SECTION 01 00 11 Page 4
SECTION 01 00 21
CONTRACTOR QUALITY CONTROL
01/20
PART 1 GENERAL
1.1 GENERAL
This section covers the quality control inspection, sampling, and testing of all materials, services, and workmanship required to be performed by the contract drawings, specifications, and other contract requirements.
The Contractor shall perform all quality control inspection, sampling, and testing required by this contract and shall review and certify that each submittal is correct and in strict conformance with the contract drawings and specifications for all shop drawings and lists of materials, fixtures, and equipment. All work performed under this contract shall be in strict accordance with procedures and requirements detailed on the plans and specifications.
1.1.1 Certificate of Compliance
Upon completion of the contract work and prior to final acceptance, the Contractor shall submit to the Contracting Officer a certificate of compliance which states that all materials, equipment, design, and workmanship incorporated in the work are in strict compliance with contract drawings and specifications except for approved deviations. The certificates of compliance shall be signed and dated by both the manufacturer's representative and the Contractor. Based upon this certificate of compliance and other contract requirements, the Contractor shall be responsible for correcting at his expense any defects, omissions, and deviations (other than those previously approved) which are detected during the contract period or during the one-year warranty period as defined in Section 01 00 01, WARRANTY OF CONSTRUCTION.
1.2 INSPECTION
The Contractor shall inspect all materials, services, and workmanship to assure conformance with contract requirements.
1.3 REVIEW AND APPROVAL OF SHOP DRAWINGS, SUBMITTALS, MATERIALS, FIXTURES,
AND EQUIPMENT
1. Prior to submission to the Government for approval, the Contractor shall review and certify that all shop drawings, submittals, lists of materials, fixtures, and equipment as called for under the various headings of these specifications are correct and in strict compliance with the contract drawings and specifications. These drawings, submittals and lists shall be accurate, complete, and adequately detailed. The top copy of data comprising each item listed on the transmittal form shall be identified as having received the quality control inspector's approval by being so stamped, signed and dated.
Approval of shop drawings, submittals, materials, fixtures, and equipment by the Contracting Officer will not relieve the Contractor of the responsibility for any errors which may exist and the Contractor shall be responsible for the satisfactory construction of all work. All samples of materials submitted as required by these specifications shall be properly identified and labeled for ready identification, and upon being approved, stored at the site of the
SECTION 01 00 21 Page 1 work for jobsite use until all work has been accepted by the Contracting Officer. The Contractor shall provide four (4) sets of all shop drawings.
2. All proposed deviations required by the Contractor shall be noted in the "Remarks" column of the Form. The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the shop drawing. The Government reserves the right to rescind inadvertent approval of shop drawings containing unnoted deviations.
1.4 DAILY RECORDS
The Contractor shall maintain a daily record of quality control measures performed for each shift of Contractor or Subcontractor operations on an appropriate format. These records shall provide factual evidence that continuous quality control inspections have been performed, including but not limited to the following: job progress, problems encountered;
problems resolved; type and number of inspections; results of inspections or tests including all computations; nature of defects; causes for rejection; safety violations; proposed remedial action; and corrective action taken. These records shall cover both conforming and defective items and shall include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract. The Contractor shall maintain a current record of all inspections and shall furnish to the Contracting Officer on a daily basis, legible copies of all inspection records for his permanent retention. The daily records of inspections shall cover all work placement subsequent to the previous report, and shall be verified by the Contractor's designated representative.
1.5 RECURRING DEFICIENCIES
If recurring deficiencies in an item or items being inspected by the Contractor indicate that the inspection system is not providing adequate quality control, the Contractor shall take such corrective measures as deemed necessary by the Contracting Officer.
1.6 CONFLICTS
In the event of a difference of opinion between the Contractor and the Contracting Officer, the Contracting Officer shall govern.
PART 2 PRODUCTS
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PART 3 EXECUTION
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SECTION 01 00 21 Page 2
SECTION 01 33 00
SUBMITTAL PROCEDURES
08/18
PART 1 GENERAL
1.1 SHOP DRAWINGS
The Contractor shall furnish the Contracting Officer two copies with such promptness as to cause no delay in this work or the work of any other contractors, one sepia copy of the shop drawings as required for the various subheadings for the Contracting Officer's approval. Shop drawings of any other subcontractor should be reviewed and approved by each subcontractor where their contract work comes in contact with or interferes with that of another subcontractor.
The Contracting Officer's approval, however, shall not relieve the Contractor from responsibility for errors in shop drawings. Shop drawings are the instruments of the Contractor, not the Contracting Officer; the Drawings and Specifications shall always be final.
1.2 SAMPLES
Within and not later than thirty (30) days from the date of the General Contract, the General Contractor shall have secured and submitted to the Contracting Officer or his/her representative for consideration, two samples of each kind and grade of materials and finish as noted under the various headings of the specifications. These samples shall be finished completely and shall accurately represent the work as it is proposed to be installed. The Contracting Officer will give immediate consideration to such samples and shall notify the General Contractor within ten (10) days after receipt of either approval or rejection. If such samples are rejected, the General Contractor shall, without delay, submit corrected samples for approval, and shall continue to do so until such approval is given the Contracting Officer. All approvals will be given by the Contracting Officer to the General Contractor in writing.
It shall be the Contractor's responsibility to obtain materials at such time as to cause no delay to the project. No allowance for additional time nor substitution of approved materials will be allowed for Contractor's negligence in late ordering of materials.
1.3 PRODUCT DATA
Submit two copies of preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work.
1.4 O & M MANUALS
O & M Manuals shall be submitted in accordance with Section 01 78 23
OPERATION AND MAINTENANCE DATA.
1.5 GOVERNMENT ACTIONS POSSIBLE
Submittals will be returned to the Contractor with one of the following notations:
SECTION 01 33 00 Page 1
a. Submittals marked "approved" or "approved as submitted" authorize Contractor to proceed with work covered.
b. Submittals marked A approved as noted or A approval except as noted;
resubmission not required@ authorize Contractor to proceed with work as noted provided the Contractor takes no exception to the notations.
c. Submittals marked Arevise and "resubmittal" or "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until resubmittal is approved.
1.6 SUBMITTAL REGISTER
Contractor shall submit items as listed in each specification section.
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SECTION 01 33 00 Page 2
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.1
G D e liv e ry
T ic k e ts
.3
.1
G W a s te
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.3
.1
G T ra n s p o rt e r
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.3
.1
G M e d ic a l C e rt if ic a ti o n
.5
.1 G
P ri v a te Q u a lif ie d P e rs o n
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.5
.2 G
D e s ig n a te d
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.5
.3 G
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.5
.4 G
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.5
.7 G
F e d e ra l, S ta te o r
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.1
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G W a te r F ilt ra ti o n E q u ip m e n t
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S D
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Q u a lit y A s s u ra n c e
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G E n v ir o n m e n ta l C o n tr o l S y s te m
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SECTION 01 35 26
GOVERNMENTAL SAFETY REQUIREMENTS
01/20
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 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites
ASSP Z359.0 (2012) Definitions and Nomenclature Used for Fall Protection and Fall Arrest
ASTM INTERNATIONAL (ASTM)
ASTM F855 (2015) Standard Specifications for Temporary Protective Grounds to Be Used on De-energized Electric Power Lines and Equipment
INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)
IEEE 1048 (2003) Guide for Protective Grounding of Power Lines
IEEE C2 (2017; Errata 1-2 2017; INT 1 2017) National Electrical Safety Code
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations
NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA
20-1; TIA 20-2; TIA 20-3; TIA 20-4)
National Electrical Code
NFPA 70E (2021) Standard for Electrical Safety in the Workplace
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1910 Occupational Safety and Health Standards
29 CFR 1910.146 Permit-required Confined Spaces
SECTION 01 35 26 Page 1
29 CFR 1910.147 The Control of Hazardous Energy (Lock Out/Tag Out)
29 CFR 1915 Confined and Enclosed Spaces and Other Dangerous Atmospheres in Shipyard Employment
29 CFR 1926 Safety and Health Regulations for Construction
29 CFR 1926.16 Rules of Construction
CPL 2.100 (1995) Application of the Permit-Required Confined Spaces (PRCS) Standards, 29 CFR 1910.146
1.2 DEFINITIONS
1.2.1 Competent Person (CP)
The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.
1.2.2 Competent Person, Confined Space
The CP, Confined Space, is a person meeting the competent person requirements as defined EM 385-1-1 Appendix Q, with thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910 .146, and designated in writing to be responsible for the immediate supervision, implementation and monitoring of the confined space program, who through training, knowledge and experience in confined space entry is capable of identifying, evaluating and addressing existing and potential confined space hazards and, who has the authority to take prompt corrective measures with regard to such hazards.
1.2.3 Competent Person, Cranes and Rigging
The CP, Cranes and Rigging, as defined in EM 385-1-1 Appendix Q, is a person meeting the competent person, who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the Crane and Rigging Program, who through training, knowledge and experience in crane and rigging is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.
1.2.4 Competent Person, Excavation/Trenching
A CP, Excavation/Trenching, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and 29 CFR 1926 , who has been designated in writing to be responsible for the immediate supervision, implementation and monitoring of the excavation/trenching program, who through training, knowledge and experience in excavation/trenching is capable of identifying, evaluating and addressing existing and potential hazards and, who has the authority to take prompt corrective measures with regard to such hazards.
SECTION 01 35 26 Page 2
1.2.5 Competent Person, Fall Protection
The CP, Fall Protection, is a person meeting the competent person requirements as defined in EM 385-1-1 Appendix Q and in accordance with ASSP Z359.0 , who has been designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the fall protection program, who through training, knowledge and experience in fall protection and rescue systems and equipment, is capable of identifying, evaluating and addressing existing and potential fall hazards and, who has the authority to take prompt corrective measures with regard to such hazards.
1.2.6 Competent Person, Scaffolding
The CP, Scaffolding is a person meeting the competent person requirements in EM 385-1-1 Appendix Q, and designated in writing by the employer to be responsible for immediate supervising, implementing and monitoring of the scaffolding program. The CP for Scaffolding has enough training, knowledge and experience in scaffolding to correctly identify, evaluate and address existing and potential hazards and also has the authority to take prompt corrective measures with regard to these hazards. CP qualifications must be documented and include experience on the specific scaffolding systems/types being used, assessment of the base material that the scaffold will be erected upon, load calculations for materials and personnel, and erection and dismantling. The CP for scaffolding must have a documented, minimum of 8-hours of scaffold training to include training on the specific type of scaffold being used (e.g. mast-climbing, adjustable, tubular frame), in accordance with EM 385-1-1 Section 22.B.02.
1.2.7 Competent Person (CP) Trainer
A competent person trainer as defined in EM 385-1-1 Appendix Q, who is qualified in the material presented, and who possesses a working knowledge of applicable technical regulations, standards, equipment and systems related to the subject matter on which they are training Competent Persons. A competent person trainer must be familiar with the typical hazards and the equipment used in the industry they are instructing. The training provided by the competent person trainer must be appropriate to that specific industry. The competent person trainer must evaluate the knowledge and skills of the competent persons as part of the training process.
1.2.8 High Risk Activities
High Risk Activities are activities that involve work at heights, crane and rigging, excavations and trenching, scaffolding, electrical work, and confined space entry.
1.2.9 High Visibility Accident
A High Visibility Accident is any mishap which may generate publicity or high visibility.
1.2.10 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
SECTION 01 35 26 Page 3 horizontally move a load).
1.2.11 Medical Treatment
Medical Treatment is treatment administered by a physician or by registered 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.
1.2.12 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).
1.2.13 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.
1.2.14 Qualified Person (QP)
The QP is a person designated in writing, who, by possession of a recognized degree, certificate, or professional standing, or extensive knowledge, training, and experience, has successfully demonstrated their ability to solve or resolve problems related to the subject matter, the work, or the project.
1.2.15 Qualified Person, Fall Protection (QP for FP)
A QP for FP is a person meeting the requirements of EM 385-1-1 Appendix Q, 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.
1.2.16 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
SECTION 01 35 26 Page 4
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.
1.2.17 USACE Property and Equipment
Interpret "USACE" property and equipment specified in USACE EM 385-1-1 as Government property and equipment.
1.2.18 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 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 Contractor Significant Incident Report (CSIR).
1.3 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Site Specific Safety Plan/Accident Prevention Plan (SSSP/APP); G
SD-06 Test Reports
Notifications and Reports
SD-07 Certificates
Contractor Safety Self-Evaluation Checklist
Crane Operators/Riggers
Standard Lift Plan; G
1.4 CONTRACTOR SAFETY SELF-EVALUATION CHECKLIST
Contracting Officer will provide a "Contractor Safety Self-Evaluation checklist" to the Contractor at the pre-construction conference. Complete the checklist monthly and submit with each request for payment voucher.
An acceptable score of 90 or greater is required. Failure to submit the completed safety self-evaluation checklist or achieve a score of at least 90 may result in retention of up to 10 percent of the voucher.
SECTION 01 35 26 Page 5
1.5 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 the following federal, state, and local laws, ordinances, criteria, rules and regulations. 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.
1.6 SITE QUALIFICATIONS, DUTIES, AND MEETINGS
1.6.1 Personnel Qualifications
1.6.1.1 Site Safety and Health Officer (SSHO)
Provide an SSHO that meets the requirements of EM 385-1-1 Section 1. 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 Site Safety and Health Officer (SSHO). The SSHO or an equally-qualified Alternate SSHO must be at the work site at all times 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 Section 01.A.17, and all associated sub-paragraphs.
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. When the SSHO is temporarily (up to 24 hours) off-site, a Designated Representative (DR), as identified in the AHA may be used in lieu of an Alternate SSHO, and must be on the project site at all times when work is being performed.
Note that the DR is a collateral duty safety position, with safety duties in addition to their full time occupation.
1.6.1.2 Contractor Quality Control (QC) Manager:
The Contractor Quality Control Manager can be the SSHO on this project.
1.6.1.3 Competent Person Qualifications
Provide Competent Persons in accordance…
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