01 54 23 Temporary Scaffolding and Platforms.pdf

PDF 151 KB Posted

Attached to
Vaults 60, 87 & ET Structural Repair and Grating Replacement State and local contract opportunity
Solicitation number
3930
Issued by
Knox County, Tennessee

About this file

This document is a technical specification section (Section 01 54 23) for Temporary Scaffolding and Platforms, prepared by KUB for the Vaults 60, 87 & ET Structural Repair and Grating Replacement project. The specification provides comprehensive guidelines for designing, installing, and removing temporary scaffolding in electrical vaults that will remain energized during construction activities. The scaffolding must be non-conductive, support personnel working on vault frames, and provide separation from energized electrical equipment at 600V and 15kV. Key requirements include using fire-resistant materials, designing platforms to support at least four times the intended load, maintaining a minimum platform width of 18 inches, and implementing appropriate fall protection measures.

The specification outlines detailed performance criteria, material selection, installation procedures, and safety protocols for the scaffolding. Contractors must submit shop drawings, load calculations, and ensure proper installation on firm, level foundations. Critical safety requirements include pre-installation inspections, weather monitoring, debris management, and worker training on scaffold hazards. Materials can be selected from steel, aluminum, or wood based on project needs and durability. The scaffolding must protect vault contents from personnel contact, falling debris, and construction-related dirt and dust, with specific instructions for erection, use, and eventual removal without altering the vault's interior conditions.

View the file

Other files for this state and local contract opportunity

Other files attached to Vaults 60, 87 & ET Structural Repair and Grating Replacement, newest first.
File Type Posted
00 01 01 Title Page.pdf PDF
00 52 13 Agreement - Construction Contract.pdf PDF
01 14 33 Work In Rights-of-Way.pdf PDF
00 01 10 Table of Contents.pdf PDF
00 41 11 Bid Cover Sheet.pdf PDF
00 45 40 Verification of Business Status Minority and Women-Owned Business Certification.pdf PDF
01 14 13 Access to Site.pdf PDF
01 31 13 Project Coordination.pdf PDF
01 41 00 Regulatory Requirements.pdf PDF
00 41 13 Bid Form.pdf PDF
00 43 13 Bid Security Form.pdf PDF
00 45 48 Drug-Free Affidavit.pdf PDF
00 61 13.16 Payment Bond.pdf PDF
00 73 16 Insurance Requirements.pdf PDF
01 35 23 Owner Safety Requirements.pdf PDF
01 45 00 Quality Control.pdf PDF
01 55 26 Traffic Control.pdf PDF
01 74 00 Cleaning and Waste Management.pdf PDF
01 77 00 Closeout Procedures.pdf PDF
01 78 23 Operation and Maintenance Data.pdf PDF
Drawings - Vaults 60, 87 & ET Structural Repair and Grating Replacement.pdf PDF
00 01 15 List of Drawing Sheets.pdf PDF
00 21 13 Instructions to Bidders.pdf PDF
00 45 13 Bidders Qualifications.pdf PDF
00 45 19 Non-Collusion Affidavit.pdf PDF
00 61 13.13 Performance Bond.pdf PDF
00 72 13 General Conditions - Construction Contract.pdf PDF
00 73 13 Supplementary Conditions - Construction Contract.pdf PDF
01 11 00 Summary of Work.pdf PDF
01 26 00 Contract Modification Procedures.pdf PDF
01 29 00 Payment Procedures.pdf PDF
01 57 13 Temporary Erosion and Sediment Control.pdf PDF
01 60 00 Common Product Requirements.pdf PDF
Appendix A - Structural Design Calculations.pdf PDF
Bid Invitation - 3930.pdf PDF
Show all 35

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Vaults 60, 87 & ET Structural Repair and Grating Replacement

3930 TEMPORARY SCAFFOLDING AND PLATFORMS

REVISED 08/21/25 01 54 23 - 1

SECTION 01 54 23

TEMPORARY SCAFFOLDING AND PLATFORMS

PART 1 – GENERAL

1.01 SUMMARY

A. Section Includes:

1. Performance criteria for Contractor to design, provide, and all required labor and material to install and remove temporary scaffolding platforms as shown in the Contract Documents.

2. Temporary facilities shall be non-conductive scaffolding constructed to provide work surface and separation from energized 600V and 15kV conductors and equipment.

3. Working conditions for construction activities that will take place on the temporary facilities.

B. Related Requirements: Contract Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 specification sections, apply to this Section.

1.02 REFERENCES

A. Reference Standards: Any specifications and standards of the organizations and documents listed in this paragraph form a part of the specification to the extent required by the references thereto. In the event the requirements of the following referenced standards and specifications conflict with the specification section, the requirement of this specification shall prevail. In the event the requirements of any of the following referenced standards and specifications conflict with each other, the more stringent requirement shall prevail.

1.03 SUBMITTALS

A. Submit the following information for approval prior to delivery or installation.

1. Shop drawings/sketches of temporary scaffolding platforms

2. Calculations of maximum intended load and design safety factors.

1.04 SITE CONDITIONS

A. The electrical vaults that will contain these temporary scaffolding or platforms shall remain energized during all construction activities

B. The Contractor shall evaluate the work area’s size, clearances, and ground conditions in their design and to properly install Existing Conditions.

C. Contractor shall determine the scaffolding type based on the project requirements and site conditions, including means of safe access.

TEMPORARY SCAFFOLDING AND PLATFORMS 3930

01 54 23 - 2 REVISED 08/21/25

PART 2 – PRODUCTS

2.01 COMPONENTS

A. Description:

1. Scaffolding and support systems shall be designed and put into place to support the weight of personnel working on vault frames and to keep them separated above energized electrical equipment during all construction activities.

2. Where possible, material used shall be fire resistant and inhibited to avoid hazardous flames in the event of combustion of gases or electrical faults from within the vault.

B. Performance/Design Criteria:

1. Scaffolding shall protect the vault and its contents from personnel contact, falling debris/tools/equipment, and dirt/dust created from construction activities.

2. Loading considerations shall include workers, tools, materials, and environmental factors like wind, rain, and snow. Platforms shall support their own weight and at least four times the intended load of personnel, tools, materials, and equipment without failure or excessive deflection.

3. Working level platforms should be at least eighteen (18) inches or as wide as feasible while providing fall protection.

4. Due to the location of platforms, Contractor shall install guardrails only as required for proper personnel protection.

C. Fall Arrest Systems: If deemed necessary by the Contractor, personal fall arrest systems may be installed when it is determined guardrails or other protections are impractical or insufficient. This may include harnesses, lanyards, lifelines, and anchorage points. Body belts are not acceptable as part of a personal fall arrest system.

2.02 MATERIALS

A. Contractor shall select materials based on durability and project needs, such as steel, aluminum, or wood.

PART 3 – EXECUTION

3.01 EXAMINATION

A. Preinstallation: Inspect all scaffolding components (standards, ledgers, transoms, planks, base plates, supports, etc.) for damage before assembly.

3.02 PREPARATION

A. Protection of In-Place Conditions: Scaffolding shall maintain proper separation from and protection of all electrical equipment and conductors in the vault.

3930 TEMPORARY SCAFFOLDING AND PLATFORMS

REVISED 08/21/25 01 54 23 - 3

3.03 ERECTION/INSTALLATION

A. Erect the scaffolding on a firm, level, and stable foundation. Use base plates or sole board to distribute weight and prevent settling. Adjust uneven terrain with screw jacks or outriggers.

B. Assemble according to Manufacturer instructions or qualified person’s design.

C. Supported platforming with a height to base width ratio over 4:1 should have guying, tying or bracing at recommended intervals.

3.04 APPLICATION

A. Working on platforms cluttered with debris is prohibited. Keep the work area clear to prevent trips and falls.

B. Do not operate on scaffolding during storms, high winds, heavy rain, or lightning. Monitor weather and implement precautions

C. Never exceed the scaffold’s maximum intended lad or rated capacity. Do not extend working heights by using unstable objects like boxes or ladders on the platform. Do not use as an anchor point for fall arrest unless authorized and trained. Do not use scaffolding for rigging.

3.05 REMOVAL

A. At the end of all construction activities, all scaffolding, platforms, and support components shall be safely removed from the vault without changing the conditions of the interior of the vault.

3.06 TRAINING AND INSPECTION

A. Contractor shall train all workers on scaffold hazards, safety protocols, and procedures.

B. Inspect scaffolding and components for defects before each use and after event affecting structural integrity. Inspect any guying, ties, and supports before each shift. Immediately repair or replace damaged components. Ensure regular maintenance and checks for stability and damage.

END OF SECTION

1 PART 1 – GENERAL
1.01 SUMMARY
A. Section Includes:
1. Performance criteria for Contractor to design, provide, and all required labor and material to install and remove temporary scaffolding platforms as shown in the Contract Documents.
2. Temporary facilities shall be non-conductive scaffolding constructed to provide work surface and separation from energized 600V and 15kV conductors and equipment.
3. Working conditions for construction activities that will take place on the temporary facilities.

B. Related Requirements: Contract Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 specification sections, apply to this Section.

1.02 REFERENCES
A. Reference Standards: Any specifications and standards of the organizations and documents listed in this paragraph form a part of the specification to the extent required by the references thereto. In the event the requirements of the following ref...
1.03 SUBMITTALS
A. Submit the following information for approval prior to delivery or installation.
1. Shop drawings/sketches of temporary scaffolding platforms
2. Calculations of maximum intended load and design safety factors.
1.04 site conditions
A. The electrical vaults that will contain these temporary scaffolding or platforms shall remain energized during all construction activities
B. The Contractor shall evaluate the work area’s size, clearances, and ground conditions in their design and to properly install Existing Conditions.
C. Contractor shall determine the scaffolding type based on the project requirements and site conditions, including means of safe access.
2 part 2 – PRODUCTS
2.01 Components
A. Description:
1. Scaffolding and support systems shall be designed and put into place to support the weight of personnel working on vault frames and to keep them separated above energized electrical equipment during all construction activities.
2. Where possible, material used shall be fire resistant and inhibited to avoid hazardous flames in the event of combustion of gases or electrical faults from within the vault.
B. Performance/Design Criteria:
1. Scaffolding shall protect the vault and its contents from personnel contact, falling debris/tools/equipment, and dirt/dust created from construction activities.
2. Loading considerations shall include workers, tools, materials, and environmental factors like wind, rain, and snow. Platforms shall support their own weight and at least four times the intended load of personnel, tools, materials, and equipment w...
3. Working level platforms should be at least eighteen (18) inches or as wide as feasible while providing fall protection.
4. Due to the location of platforms, Contractor shall install guardrails only as required for proper personnel protection.

C. Fall Arrest Systems: If deemed necessary by the Contractor, personal fall arrest systems may be installed when it is determined guardrails or other protections are impractical or insufficient. This may include harnesses, lanyards, lifelines, and a...

2.02 MAterials
A. Contractor shall select materials based on durability and project needs, such as steel, aluminum, or wood.
3 part 3 – EXECUTION
3.01 Examination
A. Preinstallation: Inspect all scaffolding components (standards, ledgers, transoms, planks, base plates, supports, etc.) for damage before assembly.
3.02 Preparation
A. Protection of In-Place Conditions: Scaffolding shall maintain proper separation from and protection of all electrical equipment and conductors in the vault.
3.03 erection/installation
A. Erect the scaffolding on a firm, level, and stable foundation. Use base plates or sole board to distribute weight and prevent settling. Adjust uneven terrain with screw jacks or outriggers.
B. Assemble according to Manufacturer instructions or qualified person’s design.
C. Supported platforming with a height to base width ratio over 4:1 should have guying, tying or bracing at recommended intervals.
3.04 application
A. Working on platforms cluttered with debris is prohibited. Keep the work area clear to prevent trips and falls.
B. Do not operate on scaffolding during storms, high winds, heavy rain, or lightning. Monitor weather and implement precautions
C. Never exceed the scaffold’s maximum intended lad or rated capacity. Do not extend working heights by using unstable objects like boxes or ladders on the platform. Do not use as an anchor point for fall arrest unless authorized and trained. Do no...
3.05 REmoval
A. At the end of all construction activities, all scaffolding, platforms, and support components shall be safely removed from the vault without changing the conditions of the interior of the vault.
3.06 Training and inspection
A. Contractor shall train all workers on scaffold hazards, safety protocols, and procedures.
B. Inspect scaffolding and components for defects before each use and after event affecting structural integrity. Inspect any guying, ties, and supports before each shift. Immediately repair or replace damaged components. Ensure regular maintenance ...

File details come from the government source that posted it. Updated .